PUNJAB INFRASTRUCTURE DEVELOPMENT BOARD ANALYSIS OF RATE FOR BULK / PACKED BITUMEN SUPPLY VARIOUS TYPE COLLECTION OF BITUMEN FROM PANIPAT REFINERY
I II
Viscosity Grade -10 ( 80/100 grade)
Viscosity Grade-30 ( 60/70 grade)
Crumb Rubber III Modifed Bitumen 50 Crumb Rubber IV Modifed Bitumen 55 Crumb Rubber V Modifed Bitumen 60 Bitumen Emulsion VI Rapid Setting Bitumen EmulsionVII Medium Setting Bitumen EmulsionVIII Slow Setting
3
Add 1 % Labur cess
8
Grand Total
7
Cartage by Road Panipat Refnery to middle of the reach 321 Kms.@ Rs.1.50per.Metric tonne per Kms.
Total
6
9 481.50
55132.50
0.00
55132
PMT
Packed 47305 6821.38 54126.38
### 3274.65 58483.55
481.50
58965.05
0.00
58965
PMT
45005 6489.72 51494.72
### 3115.43 55640.05
481.50
56121.55
0.00
56122
PMT
Packed 48105 6936.74 55041.74
### 3330.03 59472.60
481.50
59954.10
0.00
59954
PMT
44125 6362.83 50487.83
### 3054.51 54552.09
481.50
55033.59
0.00
55034
PMT
Packed 47475 6845.90 54320.90
### 3286.41 58693.73
481.50
59175.23
0.00
59175
PMT
### 3060.74 54663.36
481.50
55144.86
0.00
55145
PMT
Packed 41854 6035.35 47889.35 957.79 2897.31 51744.44
481.50
52225.94
0.00
52226
PMT
### 3046.21 54403.74
481.50
54885.24
0.00
54885
PMT
Packed 42044 6062.74 48106.74 962.13 2910.46 51979.34
481.50
52460.84
0.00
52461
PMT
36035 5196.25 41231.25 824.62 2494.49 44550.36
481.50
45031.86
0.00
45032
PMT
Packed 39985 5765.84 45750.84 915.02 2767.93 49433.78
481.50
49915.28
0.00
49915
PMT
36245 5226.53 41471.53 829.43 2509.03 44809.99
481.50
45291.49
0.00
45291
PMT
Packed 40195 5796.12 45991.12 919.82 2782.46 49693.40
481.50
50174.90
0.00
50175
PMT
34435 4965.53 39400.53 788.01 2383.73 42572.27
481.50
43053.77
0.00
43054
PMT
Packed 38385 5535.12 43920.12 878.40 2657.17 47455.69
481.50
47937.19
0.00
47937
PMT
Bulk Bulk Bulk Bulk Bulk Bulk
44215 6375.80 50590.80 44005 6345.52 50350.52
10
( Amount in Rs.)
### 3060.05 54651.00
Bulk
5
Rates for supply
44205 6374.36 50579.36
Bulk
4
Sub Total
2
Add @ 6.05% Punjab Sale Tax
1
Add @ 14.42 % Excise Duty ( inclusive of Education cess )
Product Basic Rate from Panipat Refnery
Sl. Nr.
Add @ 2 % Central Sale Tax
Bitumen rates Ex. Panipat w.e.f. 01/01/2014
11
Lead Chart from Panipat to Plant & site of work Panipat Ropar Bye pass RD 0.0 Site of work !_____388___ ! _____!_______________________5.60/2 Total =388+2x2.80
394.00 Say
394 Kms
Sub Divisional Engineer ,
Certifed that the lead provided in the analysis of rate is the shortest lead and rate of bitumen provided in the analysis of rate is the latest rate.
Executive Enginereer,
BM
DBM& BC
TC
PRIMER
Provincial Sub Division PWD B&R, Roopnagar.
Const. Division PWD B&R Roopnagar.
CONVERSION FROM HOUR RATE TO TONNE-KM RATE 1 Transit Mixer (4.0/4.5 cum) Rate of transit mixer per hour Wt of concrete in one load Analysis of time Positioning of transit mixer at batching plant Loading from batching plant Maneuvering, reversing, turning for return Waiting time, unforseen contingencies etc. Total Speed with load Speed while returning empty Hence distance travelled in one hour Distance travelled in 53 minutes Hence cost of (10.8 x 26.5) tonne-Km is Cost per tonne-Km =
2 Transit Mixer (3.0 cum) Rate of transit mixer per hour Wt of concrete in one load Analysis of time Positioning of transit mixer at batching plant Loading from batching plant Maneuvering, reversing, turning for return Waiting time, unforseen contingencies etc. Total Speed with load Speed while returning empty Hence distance travelled in one hour Distance travelled in 53 minutes Hence cost of (7.2 x 26.5) tonne-Km is Cost per tonne-Km =
909 10.8 Tonne 1 Min 2 Min 2 Min 2 Min 7 Min 25 Km/hour 35 Km/hour 30 Km 26.5 Km 909 3.176101 Say 3.2
833 7.2 Tonne 1 Min 2 Min 2 Min 2 Min 7 Min 25 Km/hour 35 Km/hour 30 Km 26.5 Km 833 4.365828 Say 4.4
3 Truck 5.5 cum per 10 tonnes Rate per tonne-Km Rate of one load per km= Analysis of time Positioning of tipper at loading point Loading by front end loader 1 cum bucket capacity @ 25 cum per hour Maneuvering, reversing, dumping and turning for return Waiting time, unforeseen contingencies etc Total Speed with load Speed while returning empty Hence distance travelled in one hour Distance travelled effectively in 1 hour (in 40 minutes) Hence rate per hour Say 3 Tipper 5 cum per 10 tonnes Rate per tonne-Km
(2.4 tonne / cum)
3.00 22 1 Min 13 Min 2 Min 4 Min 20 Min 25 Km/hour 35 Km/hour 30 Km 20 Km 440 440
3.00
(2.4 tonne / cum)
Rate of one load per km= Analysis of time Positioning of tipper at loading point Loading by front end loader 1 cum bucket capacity @ 25 cum per hour Maneuvering, reversing, dumping and turning for return Waiting time, unforeseen contingencies etc Total Speed with load Speed while returning empty Hence distance travelled in one hour Distance travelled effectively in 1 hour (in 40 minutes) Hence rate per hour Say
24 1 Min 13 Min 2 Min 4 Min 20 Min 25 Km/hour 35 Km/hour 30 Km 20 Km 480 480
Description (A )OWNERSHIP CHARGES i Factory cost including packing ii deduct solvage value 15%( I) iii Total investment to be depriciated (I)-(ii) iv Economic life of machine in Hours v Depreciation per hour iii/iv vi storage charges per hour (1% of v) vii Total ownership charges (B) OPERATIONAL CHARGES i Repair chrges per hour including maintenance and replacement of tyres (150% of v) (C) RUNNING CHARGES i Operators (per month wage) ii Cleaner/ Helper (per month wage) vii Wages per hour (D) CONSUMPTION CHARGES/HOUR i Diesel consumption/electrical consumption Rs 42/ ii Lubricating oil 10% of fuel cunsumption iii Oil,grease,& cotton waste 10% of fuel consumption
(E) INTEREST & INSURANCE 10%
37.41
Water Tanker 70- hp
Wet Mix Plant 75 TPH
800,000 120,000 680,000 10,000 68 1 69
2,000,000 300,000 1,700,000 9,000 189 2 191
102
283
4,500 3,000 50
5,000 3,000 53
224 22 22 269
748 75 75 898
8
22
498
1,448
(F) OVERHEADS 8% on (A+B+C+D) (Included in item rate analysis) Rate/Hour
Generator Generator Generator Joint cutting Generator 250 KVA 125 KVA 100 KVA machine 33 KVA 700000 105,000 595,000 10000 60 1 60
575000 86,250 488,750 10000 49 0 49
180000 27,000 153,000 10000 15 0 15
134
89
73
23
4,000 3,000 47
4,000 3,000 47
### ### 47
935 94 94 1,122
374 37 37 449
374 37 37 449
150 15 15 180
11
7
6
2
1,403
652
624
Market rate
1050000 157,500 892,500 10000 89 1 90
4,000 3,000 47
5000
266
(A) Usage Rates of Plant and Machinery (based on 2010 Common Schedule of Rates, Public Works Department, Govt. of Punjab and Premium @13% as on December 2011 as per notification dated 05 December 2011) Sl. No.
Description of Machine
Activity
Output of Machine
Output
Unit
Rate
P&M-001
Air Compressor
General Purpose
capacity in cfm
170/250
hour
319
P&M-002
Batching and Mixing Plant (a) 30 cum capacity
Concrete Mixing
cum/hour
20
hour
2232
P&M-003
Batching and Mixing Plant (b) 15 - 20 cum capacity
Concrete Mixing
cum/hour
13
hour
1860
P&M-004
Bitumen Pressure Distributor
Applying bitumen tack coat
sqm/hour
1750
hour
1073
P&M-005
Bitumen Boiler oil fired
Bitumen Spraying
capacity in litre
1500
hour
198
P&M-006
Concrete Paver Finisher with 40 HP Motor
Paving of concrete surface
cum / hour
20
hour
2868
P&M-007
Concrete Pump of 45 & 30 cum capacity
Pumping of concrete
cum / hour
33 / 22
hour
256
P&M-008
Concrete Bucket
For Pouring concrete
capacity in cum
1
hour
16
P&M-009
Concrete Mixer (a) 0.4/0.28 cum
Concrete Mixing
cum/hour
2.5
hour
233
P&M-010
Concrete Mixer (b) 1 cum
Concrete Mixing
cum/hour
7.5
hour
233
P&M-011
Crane (a) 80 tonnes
Lifting Purpose
hour
1279
P&M-012
Cranes b) 35 tonnes
Lifting Purpose
hour
853
P&M-013
Cranes c) 3 tonnes
Lifting Purpose
hour
357
P&M-014
Dozer D - 80 - A 12
Spreading /Cutting / Clearing
cum/hour
300/ 150/250
hour
3720
P&M-015
Dozer D - 50 - A 15
Spreading /Cutting / Clearing
cum/hour
200/ 120/150
hour
2206
P&M-016
Emulsion Pressure Distributor
sqm/hour
1750
hour
800
P&M-017
Front End loader 1 cum bucket capacity
cum/hour
60 /25
hour
806
P&M-018
Generator (a) 125 KVA
Applying emulsion tack coat Soil loading / Aggregate loading Genration of electric Energy
KVA
100
hour
652
P&M-019
Generator( b) 63 KVA
Genration of electric Energy
KVA
50
hour
535
P&M-020
GSB Plant 50 cum
Producing GSB
cum/hour
40
hour
1039
P&M-021
Hotmix Plant - 120 TPH capacity
DBM/BM/SDC/ Premix
cum/hour
40
hour
23405
P&M-022
Hotmix Plant - 100 TPH capacity
DBM/BM/SDC/ Premix
cum/hour
30
hour
17309
P&M-023
Hotmix Plant - 60 to 90 TPH capacity
DBM/BM/SDC/ Premix
cum/hour
25
hour
13842
P&M-024
Hotmix Plant - 40 to 60 TPH capacity
DBM/BM/SDC/ Premix
cum/hour
17
hour
11083
P&M-025
Hydraulic Chip Spreader
Surface Dressing
sqm/hour
1500
hour
2635
P&M-026
Hydraulic Excavator of 1 cum bucket
Soil Ordinary/Soil Marshy / Soil Unsuitable
cum/hour
60 /60 /60
hour
1302
P&M-027
Integrated Stone Crusher 100THP
Crushing of Spalls
TPH
100
hour
8665
P&M-028
Integrated Stone Crusher 200 HP
Crushing of Spalls
TPH
200
hour
18228
P&M-029
Kerb Casting Machine
Kerb Making
Rm/hour
80
hour
310
P&M-030
Mastic Cooker
Mastic Wearing coat
capacity in tonne
1
hour
62
P&M-031
Mechanical Broom Hydraulic
sqm/hour
1250
hour
357
P&M-032
Motor Grader 3.35 mtr blade
cum/hour
200/200/50/50
hour
2395
P&M-033
Mobile slurry seal equipment
Surface Cleaning Clearing /Spreading /GSB /WBM Mixing and laying slurry seal
sqm/hour
2700
hour
1008
P&M-034
Paver Finisher Hydrostatic with sensor control 100 TPH
cum/hour
40
hour
2674
P&M-035
Paver Finisher Mechanical 100 TPH
cum/hour
40/30
hour
975
P&M-036
Piling Rig with Bantonite Pump
Rm/hour
2 to 3
hour
5464
P&M-037
Pneumatic Road Roller
Rolling of Asphalt Surface
cum/hour
25
hour
1243
P&M-038
Pneumatic Sinking Plant
Pneumatic Sinking of wells
cum/hour
1.5 to 2.00
hour
4170
P&M-039
Pot Hole Repair Machine
Repair of potholes
cum/hour
4
hour
907
P&M-040
Prestressing Jack with Pump & access
Stressing of steel wires/stands
hour
129
P&M-041
Ripper
Scarifying
60
hour
28
P&M-042
Rotavator
Scarifying
cum/hour
25
hour
17
P&M-043
Road marking machine
Sqm/hour
100
hour
93
P&M-044
Smooth Wheeled Roller 8 tonne
cum/hour
70/25
hour
460
P&M-045
Tandem Road Roller
Road marking Soil Compaction /BM Compaction Rolling of Aspalt Surface
Paving of DBM/ BM/SDC/ Premix Paving of WMM /Paving of DLC 0.75 m dia to 1.2 m dia Boring attachment
cum/hour
cum/hour
30
hour
1144
Capacity in cum
5.5
km
6.78 0.678
P&M-046
Tipper - 5 cum
Transportation of soil, GSB, WMM, Hotmix etc.
P&M-047
Tipper - 5 cum
Transportation of soil, GSB, WMM, Hotmix etc.
Capacity in cum
5.5
tonne.km
Tipper - 5 cum
Transportation of soil, GSB, WMM, Hotmix etc.
Capacity in cum
5.5
hour
P&M-048
Page 1 of 264
339
P&M-049
Transit Mixer 4.0/4.5 cum
Transportation of Concrete Mix to site
cum/hour
4.5
hour
1017
P&M-050
Transit Mixer 4/4.5 cum
Transportation of Concrete Mix to site
cum/hour
4.5
tonne.km
2.034
Transit Mixer 3.0 cum
Transportation of Concrete Mix to site
cum/hour
3
hour
932.25
P&M-052
Transit Mixer 3.0 cum
Transportation of Concrete Mix to site
cum/hour
3
tonne.km
1.8645
P&M-053
Tractor
Pulling
capacity in HP
50
hour
282.5
P&M-054
Tractor with Rotevator
Rate of Tractor + Rotevator
hour
282.5
P&M-055
Tractor with Ripper
Rate of Tractor 6+ Ripper
hour
282.5
P&M-056
Truck 5.5 cum per 10 tonnes
Material Transport
capacity/cum
4.5
km
24.5775
P&M-057
Truck 5.5 cum per 10 tonnes
Material Transport
capacity/cum
4.5
hour
315.27
P&M-058
Truck 5.5 cum per 10 tonnes
Material Transport
capacity/cum
4.5
tonne.km
2.45775
P&M-059
Vibratory Roller 8 tonne
Earth or soil / GSB / WBM
cum/hour
100/60/60
hour
P&M-060
Water Tanker
Water Transport
capacity in KL
6
hour
200
P&M-061
Water Tanker
Water Transport
capacity in KL
6
km
7.0625
P&M-062
Wet Mix Plant 60 TPH
Wet Mix
cum/hour
25
hour
1317.015
Sl. No.
Description of Machine
P&M-063
Air compressor with pneumatic chisel attachment for cutting hard clay.
hour
740.15
P&M-064
Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour
hour
25594.5
P&M-065
Belt conveyor system
hour
100
P&M-066
Boat to carry atleast 20 persons
hour
100
P&M-067
Cement concrete batch mix plant @ 175 cum per hour (effective output)
hour
14644.8
P&M-068
Cement concrete batch mix plant @ 75 cum per hour
hour
9153
P&M-069
Cold milling machine @ 20 cum per hour
hour
300
P&M-070
Crane 5 tonne capacity
hour
116.53125
P&M-071
Crane 10 tonne capacity
hour
233.0625
P&M-072
Crane 15 tonne capacity
hour
349.59375
P&M-073
Crane 20 tonne capacity
hour
466.125
P&M-074
Crane 40 T capacity
hour
932.25
P&M-075
Crane with grab 0.75 cum capacity
hour
1073.5
P&M-076
Compressor with guniting equipment along with accessories
hour
349.17
P&M-077
Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour.
hour
3661.2
P&M-078
Epoxy Injection gun
hour
100
P&M-079
Generator 33 KVA
hour
406.8
P&M-080
Generator 100 KVA
hour
762.75
P&M-081
Generator 250 KVA
hour
1906.875
P&M-082
Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking.
hour
1000
P&M-083
Joint Cutting Machine with 2-3 blades (for rigid pavement)
hour
200
P&M-084
Jack for Lifting 40 tonne lifting capacity.
day
500
P&M-085
Piling rig Including double acting pile driving hammer (Hydraulic rig)
hrs
5974.875
P&M-086
Plate compactor
hour
101.7
P&M-087
Snow blower equipment 140 HP @ 600 cum per hour
hour
1000
P&M-088
Texturing machine (for rigid pavement)
hour
500
P&M-089
Truck Trailor 30 tonne capacity
hour
847.50
P&M-051
Unit
1541
Rate
P&M-090
Truck Trailor 30 tonne capacity
t.km
0.678
P&M-091
Tunnel Boring machine
hour
5000
P&M-092
Vibrating Pile driving hammer complete with power unit and accessories.
hour
1000
P&M-093
Wet Mix Plant 100 TPH
hour
2195.025
P&M-094
Wet Mix Plant 75 TPH
2195.025
Page 2 of 264
(B) Labour (based on PUNJAB GOVT. GAZ. (EXTRA), NOVEMBER 15,2012, DEPARTMENT OF LABOUR, (LABOUR BRANCH), No. S.O. 94/C.A. 1111948/Ss.3and5/2012.-dated 15th November, 2012) Sl. No.
Description of Labour
Unit
Rate
L-01
Blacksmith (IInd class)
day
230.00
L-02
Blacksmith (Ist class)/ Welder/ Plumber/ Electrician
day
264.50
L-03
Blaster (Stone cutter)
day
264.50
L-04
Carpenter I Class
day
264.50
L-05
Chiseller (Head Mazdoor)
day
264.50
L-06
Driller (Jumper)
day
264.50
L-07
Diver
day
264.50
L-08
Fitter
day
230.00
L-09
Mali
day
264.50
L-10
Mason (IInd class)
day
230.00
L-11
Mason (Ist class)
day
223.36
L-12
Mate / Supervisor
day
151.44
L-13
Mazdoor
day
136.69
L-14
Mazdoor/Dresser (Semi Skilled)
day
230.00
L-15
Mazdoor/Dresser/Sinker (Skilled)
day
164.69
L-16
Medical Officer
day
304.20
L-17
Operator(grouting)
day
264.50
L-18
Painter I class
day
223.36
L-19
Para medical personnel
day
264.50
(C) Materials Sl. No.
Description
Unit
Rate
M-001
Stone Boulder of size 150 mm and below at Cruser Plant
cum
919
M-002
Supply of quarried stone 150 - 200 mm size for Hand Broken at site
cum
494.68
M-003
Boulder with minimum size of 300 mm for Pitching at Site
cum
494.68
M-004
Coarse sand at Mixing Plant
cum
828
M-005
Coarse sand at Site
cum
710.46
M-006
Fine sand at Site
cum
476.8
M-007
Moorum at Site
cum
461.9
M-008
Gravel/Quarry spall at Site
Cum
921
M-009
Granular Material or hard murrum for GSB works at Site
Cum
727.79
M-010
Granular Material or hard murrum for GSB works at Mixing Plant
Cum
461.9
Page 3 of 264
M-011
Fly ash conforming to IS: 3812 ( Part II & I) atHMP Plant / Batching Plant / Crushing Plant
Cum
8.94
M-012
Filter media/Filter Material as per Table 300-3 (MoRT&H Specification)
Cum
894
Description
Unit
Rate at Plant (HMP/Batching Rate at Site )
M-013
Close graded Granular sub-base Material 53 mm to 9.5 mm
cum
867
836.17
M-014
Close graded Granular sub-base Material 37.5 mm to 9.5 mm
cum
867
867
M-015
Close graded Granular sub-base Material 26.5 mm to 9.5 mm
cum
867
867
M-016
Close graded Granular sub-base Material 9.5 mm to 4.75 mm
cum
867
867
M-017
Close graded Granular sub-base Material 9.5 mm to 2.36 mm
cum
867
836.17
M-018
Close graded Granular sub-base Material 4.75mm to 2.36 mm
cum
867
867
M-019
Close graded Granular sub-base Material 4.75mm to 75 micron mm
867
867
M-020
Close graded Granular sub-base Material 2.36 mm
cum
867
836.17
M-021
Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve.
cum
476.8
476.8
M-022
Coarse graded Granular sub-base Material 2.36 mm & below
cum
992.3
867
M-023
Coarse graded Granular sub-base Material 4.75mm to 75 micron mm
867
867
M-024
Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm
cum
867
867
M-025
Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm
cum
867
867
M-026
Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm
cum
867
867
M-027
Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm
cum
867
867
M-028
Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm
cum
867
867
M-029
Coarse graded Granular sub-base Material 53 mm to 26 .5mm
cum
867
867
M-030
Aggregates below 5.6 mm
cum
992.3
1066.89
M-031
Aggregates 22.4 mm to 2.36 mm
cum
1012
1001
M-032
Aggregates 22.4 mm to 5.6 mm
cum
1001
1001
M-033
Aggregates 45 mm to 2.8 mm
cum
968.6
968.6
M-034
Aggregates 45 mm to 22.4 mm
cum
1007.77
920.5
M-035
Aggregates 53 mm to 2.8 mm
990.25
990.25
M-036
Aggregates 53 mm to 22.4 mm
cum
959
959
M-037
Aggregates 63 mm to 2.8 mm
cum
982
982
M-038
Aggregates 63 mm to 45 mm
cum
949
949
M-039
Aggregates 90 mm to 45 mm
cum
938
938
M-040
Aggregates 10 mm to 5 mm
cum
1078.94
987
M-041
Aggregates 11.2 mm to 0.09 mm
cum
987
987
M-042
Aggregates 13.2 mm to 0.09 mm
cum
1001
1001
M-043
Aggregates 13.2 mm to 5.6 mm
cum
998.5
998.5
M-044
Aggregates 13.2 mm to 10 mm
cum
1103.6
1016.5
M-045
Aggregates 20 mm to 10 mm
cum
1103.6
1016.5
M-046
Aggregates 25 mm to 10 mm
cum
1103.6
986
M-047
Aggregates 19 mm to 6 mm
cum
1001
1001
M-048
Aggregates 37.5 mm to 19 mm
cum
956
956
M-049
Aggregates 37.5 mm to 25 mm
cum
1011.94
920.5
M-050
Aggregates 6 mm nominal size
cum
969
969
M-051
Aggregates 10 mm nominal size
cum
1005
1005
M-052
Aggregates 13.2/12.5 mm nominal size
cum
1028
1028
M-053
Aggregates 20 mm nominal size
cum
1028
1028
M-054
Aggregates 25 mm nominal size
cum
925
925
M-055
Aggregates 40 mm nominal size
cum
916
916
Sl. No.
Description
Unit
Rate
M-056
AC pipe 100 mm dia
metre
65
M-057
Acrylic polymer bonding coat
litre
485
M-058
Alluminium Paint
litre
132.61
Page 4 of 264
M-059
Aluminium alloy plate 2mm Thick
sqm
425
M-060
Aluminium alloy/galvanised steel
tonne
54574
M-061
Aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable
sqm
6064
M-062
Aluminium studs 100 x 100 mm fitted with lense reflectors
nos
546
M-063
Barbed wire
kg
65.56
M-064
Bearing (Cost of parts)
nos
1213
M-065
Bearing (Cast steel rocker bearing assembly of 250 tonne )
nos
50000
M-066
Bearing (Elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,)
nos
15000
M-067
Bearing (Forged steel roller bearing of 250 tonne
nos
41309
M-068
Bearing (Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all components
nos
41309
M-069
Bearing (PTFE sliding plate bearing assembly of 80 tonnes )
nos
16378
M-070
Bearing (Supply of sliding plate bearing of 80 tonne)
nos
16378
M-071
Bentonite
kg
4.1
M-072
Binding wire
M-073
Bitumen ( CRMB 55)
tonne
55145
M-074
Bitumen (60-70 grade) VG -30
tonne
55132
M-075
Bitumen (80-100 grade ) VG-10
tonne
56122
M-076
Bitumen (Cutback )
tonne
47937
M-077
Bitumen (emulsion)
tonne
49915
M-078
Bitumen (modified graded)
tonne
38740
M-079
Brick
each
4.41818
M-080
C.I.shoes for the pile
kg
59.6
M-081
Cement
tonne
5000
M-082
Cold twisted bars (HYSD Bars)
tonne
45000
M-083
Coller for joints 300 mm dia
M-084 M-085 M-086
Copper Plate(12m long x 250mmwide)
M-087
Corrosion resistant Structural steel
M-088
Corrugated sheet, 3 mm thick, "Thrie" beam section railing
M-089
Credit for excavated rock found suitable for use
cum
37
M-090
Curing compound
liter
607
M-091
Delineators from ISI certified firm as per the standard drawing given in IRC - 79
each
834.4
M-092
Earth Cost or compensation for earth taken from private land
cum
28
M-093
Elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of IRC: 83 (part II),
M-094
Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each
M-095
Epoxy compound with accessories for preparing epoxy mortar
M-096
kg
100
nos
146
Compressible Fibre Board(20mm thick)
sqm
486
Connectors/ Staples
each
61
kg
290.55
tonne
46526
kg
49
metre
6064
100 nos
1456
kg
486
Epoxy mortar
kg
425
M-097
Epoxy primer
kg
417.2
M-098
Epoxy resin-hardner mix for prime coat
kg
486
M-099
Flag of red color cloth 600 x 600 mm
each
91
M-100
Flowering Plants
each
61
M-101
Galvanised MS flat clamp
nos
25
M-102
Galvanised steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia. GI wire in rolls of required size.
sqm
122
M-103
Galvanised structural steel plate 200 mm wide, 6 mm thick, 24 m long
kg
61
M-104
Gelatin 80%
kg
146
M-105
Geo grids
sqm
607
M-106
Geomembrane
sqm
607
M-107
Geonets
sqm
607
M-108
Geotextile
sqm
37.25
M-109
Geotextile filter fabric
sqm
37.25
M-110
GI bolt 10 mm Dia
nos
13
M-111
Grouting pump with agitator
hour
304
Page 5 of 264
M-112
Grass (Doob)
kg
7
M-113
Grass (Fine)
kg
13
M-114
HDPE pipes 75mm dia
metre
607
M-115
HDPE pipes 90mm dia
metre
607
M-116
Hedge plants
each
61
M-117
Helical pipes 600mm diameter
metre
2426
M-118
Hot applied thermoplastic compound
M-119
HTS strand
M-120
Joint Sealant Compound
kg
607
M-121
Jute netting, open weave, 2.5 cm square opening for seeding and Mulching
sqm
61
M-122
LDO for steam curing
litre
43
M-123
M.S. Clamps
nos
13
M-124
M.S. Clamps
kg
52.15
M-125
M.S.shoes @ 35 Kg per pile of 15 m
kg
M-126
Mild Steel bars
M-127
M-128
litre tonne
Modular strip/box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam,2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative Modular strip/box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box/box seal joint assembly containing 3 modules/cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative
150 57453
37
tonne
47307.5
metre
1820
metre
1820
M-129
Nipples 12mm
nos
243
M-130
Nuts and bolts
kg
64.07
M-131
Paint
litre
192.81
M-132
Pavement Marking Paint
litre
117.16
M-133
Paving Fabric
sqm
225
M-134
Perforated geosynthetic pipe 150 mm dia
metre
182
M-135
Perforated pipe of cement concrete, internal dia 100 mm
metre
243
M-136
Pesticide
kg
1820
M-137
Pipes 200 mm dia, 2.5 m long for drainage
metre
243
M-138
Plastic sheath, 1.25 mm thick for dowel bars
sqm
61
M-139
Plastic tubes 50 cm dia, 1.2 m high
nos
3639
M-140
Polymer braids
metre
364
M-141
Pre moulded Joint filler,25 mm thick for expansion joint.
sqm
965
M-142
Pre-coated stone chips of 13.2 mm nominal size
cum
1213
M-143
Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness.
metre
668
M-144
Pre-moulded asphalt filler board
sqm
425
M-145
Pre-packed cement based polymer concrete of strength 45 Mpa at 28 days
kg
49
M-146
Primer
kg
102.94
M-147
Quick setting compound
kg
364
M-148
Random Rubble Stone
M-149
RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia
metre
5000
M-150
RCC Pipe NP 4 heavy duty non presure pipe 1200 mm dia
metre
4452
M-151
RCC Pipe NP 4 heavy duty non presure pipe 300 mm dia
metre
1149
M-152
Reflectorising glass beads
kg
75
M-153
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Copper Strips)
metre
364
M-154
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Galvanised carbon steel strips)
metre
364
M-155
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Glass reinforced polymer/fibre reinforced polymer/polymeric strips)
metre
364
M-156
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Stainless steel strips)
metre
364
M-157
Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. Aluminium strips)
metre
364
M-158
Rivets
each
101.32
M-159
Sand bags (Cost of sand and Empty cement bag)
nos
7
M-160
Sapling 2 m high 25 mm dia
each
25
M-161
Scrap tyres of size 900 x 20
nos
364
M-162
Seeds
kg
243
M-163
Selected earth
cum
43
cum
Page 6 of 264
2604.51
M-164
Separation Membrane of impermeable plastic sheeting 125 micron thick
sqm
61
M-165
Sheathing duct
metre
304
M-166
Shrubs
each
7
M-167
Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing
cum
364
M-168
Sodium vapour lamp
each
1213
M-169
Square Rubble Coursed Stone
cum
2705.04
M-170
Steel circular hollow pole of standard specification for street lighting to mount light at 5 m height above deck level
each
1213
M-171
Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level
each
1820
M-172
Steel drum 300 mm dia 1.2 m high/empty bitumen drum
nos
79
M-173
Steel helmet and cushion block on top of pile head during driving.
kg
61
M-174
Steel pipe 25 mm external dia as per
IS:1239
metre
182
M-175
Steel pipe 50 mm external dia as per
IS:1239
metre
364
M-176
Steel wire rope 20 mm
kg
61
M-177
Steel wire rope 40 mm
kg
M-178
Strip seal expansion join
metre
7500
M-179
Structural Steel
tonne
45000
M-180
Super plastisizer admixture IS marked as per 9103-1999
M-181
Synthetic Geogrids as per clause 3102.8 and approved design and specifications.
sqm
607
M-182
Through and bond stone
each
14.453
M-183
Tie rods 20mm diameter
nos
49
M-184
Tiles size 300 x 300 mm and 25 mm thick
each
15
M-185
Timber
cum
24255
M-186
Traffic cones with 150 mm reflective sleeve
nos
243
M-187
Tube anchorage set complete with bearing plate, permanent wedges etc
nos
6064
M-188
Unstaked lime
tonne
4500
M-189
Water
KL
10
M-190
Water based cement paint
litre
31
M-191
Welded steel wire fabric
kg
61
M-192
Wire mesh 50mm x 50mm size of 3mm wire
kg
61
M-193
Wooden ballies 2" Dia for bracing
each
61
M-194
Wooden ballies 8" Dia and 9 m long
each
91
M-195
Wooden packing
cum
12000
M-196
Wooden staff for fastening of flag 25 mm dia, one m long
each
122
Page 7 of 264
kg
61
44.7
Overheads for Road Works
10%
Contractors profit for Road Works
10%
Overheads for Bridge Works
20%
for input of Overheads or Contractors profit please type in collum C as like below
Overheads for Bridge Works (Rehabilitation)
25%
Type symble of apostrope(') then input value then one space then symble of percentage (%) for example '08 %
Contractors profit for Bridge Works
10%
Lead from Mixing Plant to working site
1 km
Lead for E/W borow area to site
20 km
Lead for fly ash from source to site
53 km
Page 8 of 264
Items No.
Summary of Rates calculated and used for analysis of rates of other items
Item 8.3
Printing new letter and figures of any shade (ii) English Roman
Item 8.8
Painting Two Coats on New Concrete Surfaces
Item 8.9
Unit
Rate
per cm height per letter sqm
40.00
0.30
Painting angle iron post two coats
sqm
46.00
Item 12.6 (B)
Cement mortor 1:2 (Excluding OH & CP)
cum
4,152.00
Item 12.6 (A)
Cement mortor 1:3 (Excluding OH & CP)
cum
3,425.00
Item 12.6 (D)
Cement mortor 1:6 (Excluding OH & CP)
cum
2,422.00
Item 12.7 (A )
Course Rubble masonary in cement mortor 1:3 (including OH & CP)
cum
6,211.00
Item 12.7 (Addl) B)
Random Rubble masonary in cement mortor 1:6 (including OH & CP)
cum
5,610.00
cum
4,228.00
cum
3,080.00
cum
3,390.00
cum
3,443.00
cum
4,650.00
cum
3,388.00
cum
3,667.00
cum
4,949.00
cum
3,614.00
cum
3,723.00
cum
3,740.00
cum
3,697.00
cum
3,641.00
cum
3,740.00
cum
3,686.00
cum
3,816.00
cum
3,952.00
cum
5,217.00
cum
3,838.00
cum
3,719.00
cum
3,558.00
cum
3,874.00
cum
3,712.00
cum
3,904.00
cum
3,743.00
cum
3,974.00
cum
5,260.00
Item 12.11 (C) iv
PCC Grade M35 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant
cum
3,812.00
Item 12.11 (F) iv
PCC Grade M35 including OH & CP for Well Foundation (Well Cap) by Batching Plant
cum
5,114.00
Item No. 3.13
Excavation for Structures (Manual Means)
cum
138.00
Item No. 3.13
Excavation for Structures (Mechenical Meanse)
cum
36.00
Item 14.1(A)
RCC Grade M20 for super-structure including OH & CP by Batching Plant
cum
5,317.00
Item 14.1(B)
RCC Grade M20 for super-structure including OH & CP by Batching Plant
cum
5,783.00
Item 14.1(E)
RCC Grade M20 for super-structure including OH & CP by Batching Plant
cum
6,171.83
Item 14.1(C)
RCC Grade M30 for super-structure including formwork and excluding OH & CP by Batching Plant
cum
4,428.00
Item 14.1(C)
RCC Grade M30 for super-structure excluding formwork and excluding OH & CP by Batching Plant
cum
3,690.00
Item 14.2 A
Supplying ,fitting and placing HYSD bar reinforcement in super-structure exncluding OH & CP
tonne
50,004.00
Item 13.6
Supplying, fitting and placing HYSD including OH & CP for sub-structure
tonne
65,101.00
Item 5.17
Fog Seal
sqm
53.00
Crack Prevention courses. Case-I Stress Absorbing Membrane (SAM) crack width less than 6 mm Crack Prevention courses. Case-II Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm Crack Prevention courses. Case-III Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 %
sqm
57.00
sqm
67.00
sqm
88.00
Item 5.21 Case-IV
Crack Prevention courses. Case-IV Bitumen Impregnated Geotextile
sqm
124.00
Item 5.15 Case-I
Slurry Seal Case-I 5 mm thickness
sqm
82.00
Item 5.15 Case-II
Slurry Seal Case-II 3 mm thickness
sqm
57.00
Item 5.15 Case-III
Slurry Seal Case III 1.5 mm thickness
sqm
35.00
Surface Dressing Case-I 19 mm nominal chipping size
sqm
104.00
Item 12.8 (A) Item 12.8 (A) Item 12.8 (B) PCC Item 12.8 (C) Item 12.8 (C) RCC Item 12.8 (C) Item 12.8 (D) Item 12.8 (D) Item 12.8 (D) Item 12.8 (E) Item 12.8 (E) Item 12.8 (F) Item 12.8 (F) Item 12.8 (G) Item 12.8 (G) Item 12.8 (H) Item 12.8 (H) Item 12.8 (H) Item 12.8 (H) Item 12.11 (C) i Item 12.11 (C) i Item 12.11 (C) ii Item 12.11 (C) ii Item 12.11 (C) iii Item 12.11 (C) iii Item 12.11 (C) iv Item 12.11 (C) iv
Item 5.21 Case-I Item 5.21 Case-II Item 5.21 Case-IV
Item 5.9 Case-I
PCC Grade M15 including OH & CP for Open Foundation by Mixer PCC Grade M15 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer PCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer RCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer RCC Grade M20 including OH & CP for Open Foundation by Batching Plant RCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Batching Plant PCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer PCC Grade M25 including OH & CP for Open Foundation by Batching Plant PCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Batching Plant RCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer RCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Batching Plant PCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer PCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Batching Plant RCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer RCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Batching Plant RCC Grade M35 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery Mixer RCC Grade M35 including OH & CP for Open Foundation by Batching Plant
by by by
by by
by by by by by by by by
RCC Grade M35 excluding OH & CP for Open Foundation by Batching Plant RCC Grade M35 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant PCC Grade M20 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer PCC Grade M20 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant PCC Grade M25 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer PCC Grade M25 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant PCC Grade M30 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer PCC Grade M30 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant PCC Grade M35 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer PCC Grade M35 including OH & CP for Well Foundation (Bottom Plug) by Batching Plant
Page 9 of 264
Item 5.9 Case-II
Surface Dressing Case-II 13 mm nominal size chipping
Page 10 of 264
sqm
85.00
Summary of Rate Analysis Item No.
Unit
Descriptions
Rate
CHAPTER-2 SITE CLEARANCE Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
2.1 (i) (ii) (iii) (iv)
Girth from 300 mm to 600 mm Girth from 600 mm to 900 mm
each each
137.00 259.00
Girth from 900 mm to 1800 mm
each each
482.00 896.00
hectare
8636.00
hectare
49142.00
Girth above 1800 mm
2.2
Clearing Grass and Removal of Rubbish
2.3
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
(ii)
By Mechanical Means A
In area of light jungle Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)
2.4
(i)
Lime /Cement Concrete By Manual Means
I A B C II A B (ii)
Lime Concrete, cement concrete grade M-10 and below Cement Concrete Grade M-15 & M-20 Prestressed / Reinforced cement concrete grade M-20 & above By Mechanical Means for items No. 202( b) & ( c) Cement Concrete Grade M-15 & M-20 Prestressed / Reinforced cement concrete grade M-20 & above
cum cum
212.00 247.00
cum
623.00
cum cum
372.00 634.00
cum cum
143.00 177.00
cum cum
129.00 122.00
cum cum
157.00 177.00
cum cum cum
143.00 136.00 129.00
cum cum
143.00 343.00
tonne tonne
836.00 603.00
tonne
6.00
Dismantling Brick / Tile work A B C D
(iii) A B C D E F (iv) (v)
In lime mortar In cement mortar In mud mortar Dry brick pitching or brick soling Dismantling Stone Masonry Rubble stone masonry in lime mortar Rubble stone masonry in cement mortar. Rubble Stone Masonry in mud mortar. Dry rubble masonry Dismantling stone pitching/ dry stone spalls. Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials. Wood work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level Steel work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet.
A B C (vi) A B (vii) A B
Including dismembering Excluding dismembering. Extra over item No( V ) A and( V ) B for cutting rivets. Scraping of bricks dismantled from brick work including stacking. In lime/Cement mortar In mud mortar Scraping of Stone from dismantled stone masonry In cement and lime mortar In Mud mortar
(viii)
Scarping plaster in lime or cement mortar from brick/ stone masonry
(ix)
Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. A B C
Up to 600 mm dia Above 600 mm to 900 mm dia Above 900 mm
Page 11 of 264
1000 numbers
605.00
1000 numbers
216.00
cum
243.00
cum sqm
51.00 8.00
metre
90.00
metre metre
121.00 208.00
Summary of Rate Analysis Item No.
Descriptions
2.5
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
I
Unit
Rate
By Manual Means A
Bituminous courses
cum
389.00
B
Granular courses By Mechanical Means
cum
286.00
Bituminous course
II A
cum
187.00
2.6
Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
cum
992.00
2.7
Dismantling Guard Rails (Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.)
metre
43.00
2.8
Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)
metre
10.00
2.9
Dismantling Kerb Stone channel (Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)
metre
14.00
2.10
Dismantling Kilometre Stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit.) each
199.00
each each
121.00 24.00
A B C
5th KM stone Ordinary KM Stone Hectometre Stone
2.11
Dismantling of Fencing (Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately. )
metre
27.00
2.12
Dismantling of CI Water Pipe Line (Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department)
metre
74.00
metre
86.00
each
101.00
2.13
2.14
Removal of Cement Concrete Pipe of Sewer Gutter (Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works.)
Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately)
Page 12 of 264
Summary of Rate Analysis Item No.
Unit
Descriptions
Rate
CHAPTER-3 EARTH WORK, EROSION CONTROL AND DRAINAGE 3.1
Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)
cum
97.00
3.2
Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres )
cum
133.00
3.3
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
cum
152.00
3.4
Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
cum
255.00
cum
292.00
3.6
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
cum
45.00
3.7
Excavation in Ordinary Rockusing Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
cum
60.00
3.8
Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) cum cum
362.00 736.00
3.9
Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )
cum
379.00
3.10
Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
cum
51.00
3.11
Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)
cum
46.00
3.12
Pre-splitting of Rock Excavation Slopes (Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m, all as specified in clause No. 303)
sqm
143.00
Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )
3.5
A B
Mechanised Manual Method
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
3.13
(i)
Ordinary soil A B
Manual Means (Depth upto 3 m) Mechanical Means (Depth upto 3 m) Ordinary rock (not requiring blasting)
cum cum
138.00 36.00
A B
Manual Means (Depth upto 3 m) Mechanical Means Hard rock ( requiring blasting )
cum cum
173.00 49.00
A
Manual Means Hard rock ( blasting prohibited )
cum
360.00
A
Mechanical Means Marshy soil Manual means ( upto 3 m depth)
cum
472.00
cum
290.00
(ii)
(iii) (iv) (v) A
Page 13 of 264
Summary of Rate Analysis Item No.
Unit
Descriptions B
Rate
cum
106.00
3.14
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. )
sqm
14.00
3.15
Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)
sqm
4.00
Mechanical Means
3.16
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
cum
249.00
3.17
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
cum
84.00
3.18
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
cum
293.00
3.19
Compacting Original Ground Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
cum
60.00
:Compacting original ground supporting embankment
Case-I Case-II
cum
29.00
3.20
Stripping and Storing Top Soil (Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth)
cum
131.00
3.21
Stripping, storing and re-laying top soil from borrow areas in agriculture fields. (Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels and satisfaction of the farmer.)
cum
91.00
3.22
Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering)
sqm
16.00
3.23
Seeding and Mulching (Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 308)
sqm
129.00
3.24
Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres)) metre
56.00
metre
35.00
metre
114.00
metre metre
52.00
A B
Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.)
3.25 A B 3.26
3.27
Mechanical means Manual Means
Mechanical Means Manual Means Surface Drains in Hard Rock (Rate per metre may be worked out based on quantity of hard rock as per design.) Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site )
587.00
3.28
Aggregate Sub- Surface Drains (Construction of aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilised in roadway )
metre
171.00
3.29
Underground Drain at Edge of Pavement (Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads)
metre
2356.00
3.30
Preparation and Surface Treatment of formation. (Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.)
sqm
1.00
3.31
Construction of Rock fill Embankment (Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313)
cum
50.00
3.32
Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
cum
149.00
Page 14 of 264
Summary of Rate Analysis Item No.
Descriptions
Unit
3.33
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
cum
224.00
cum
293.00
cum
314.00
3.34
Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)
3.35
Work in Urban Roads (The cost of earth work in urban roads inhabited area will be comparatively higher due to following reasons:)
3.36
Embankment Construction with Fly ash/Pond ash available from coal or lignite burning Thermal Plants as waste material. (Construction of embankment with fly ash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved plans.)
Page 15 of 264
Rate
Summary of Rate Analysis Item No.
Unit
Descriptions
Rate
CHAPTER-4 SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERS 4.1
Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )
A (i)
for grading- I Material
cum
1606.00
cum cum
400.00 376.00
cum
561.00
cum
698.00
Lime Stabilisation for Improving Subgrade (Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 % slaked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade)
4.3
A B
By Mechanical Means By Manual Means Lime Treated Soil for Sub- Base (Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 3 % slaked lime with minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98%of the max dry density to form a layer of sub base.)
4.4
4.5
Cement Treated Soil Sub Base/ Base (Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of subbase/base.)
4.6
Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base.)
(i)
For Sub-Base course
cum
1953.00
(ii)
For Base course
cum
1953.00
sqm
404.00
cum
1266.00
cum
1714.00
cum
1927.03
cum cum cum
1727.00 1806.00 1899.00
cum
1741.00
cum
1914.00
cum cum
1659.00 1872.24
cum cum
1672.00 1752.00
cum
1844.00
cum
1686.00
cum
1859.00
Making 50 mm x 50 mm Furrows (Making 50 mm x 50 mm furrows, 25mm deep, 450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead)
4.7
Inverted Choke (Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller etc)
4.8
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)
4.9
A (i)
By Manual Means (a) (b)
(ii) (a) (b) (c) (iii) (a) (b) B (i) (a) (b) (ii) (a) (b) (c) (iii) (a) (b)
Grading- I (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.2mm Agg.) Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.2mm Agg.) Using Screening Type-B (11.2mm Agg.) Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-B (11.2mm Agg.) By Mechanical Means: Grading- I (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.2mm Agg.) Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-A (13.2mm Agg.) Using Screening Type-B (11.2mm Agg.) Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel Using Screening Type-B (11.2mm Agg.)
Page 16 of 264
Summary of Rate Analysis Item No.
Descriptions
Unit
4.10
Crushed Cement Concrete Sub-base / Base (Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range not exceeding 75 mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km., laying and compacting the same as sub base/ base course, constructed as WBM to clause 404 except the use of screening or binding Material.)
cum
163.00
sqm
24.00
4.12
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
cum
1861.26
4.13
Construction of Median and Island with Soil Taken from Roadway Cutting (Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407)
cum
99.00
4.14
Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407)
cum
284.00
4.15
Construction of Shoulders (A. Earthen Shoulders)
4.16
Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel..)
sqm
586.00
4.17
Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base) cum
1710.00
cum
1741.00
cum
1868.00
cum
1188.00
cum
580.00
Penetration Coat Over Top Layer of Crushed Cement Concrete Base (Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per clause 506.3.8)
4.11
A
(i) (ii) (i) (ii)
4.18
By Mix in Place Method
For 53 mm maximum size For 45 mm maximum size B
Rate
By Mixing Plant :
For 53 mm maximum size For 45 mm maximum size Lime, Fly ash stabalised soil sub-base (Construction of Sub-base using lime - fly ash admixture with granular soil, free from organic matter/ deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50%, fly ash to conform to gradation as per clause 4.3 of IRC: 88-1984, lime + fly ash content ranging between 10 to 30%, the minimum un-confined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7.5kg/sq, cm and 25% respectively, all as specified in IRC: 88-1984. )
Page 17 of 264
Summary of Rate Analysis Item No.
Unit
Descriptions
Rate
CHAPTER-5 BASES AND SURFACE COURSES (BITUMINOUS) 5.1
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
5.2
Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
sqm
51.40
sqm
16.76
cum cum
7863.79 7871.54
Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)
5.3
(i) (ii)
for Grading I ( 40 mm nominal size ) for GradingII(19 mm nominal size) Bituminous Penetration Macadam (Construction of penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction)
5.4
A
50 mm thick
sqm
432.00
B
75 mm thick
sqm
590.00
sqm
351.00
cum
10006.88
cum cum
9943.00 10693.00
cum
11688.42
sqm
104.00
sqm
85.00
Built-Up-Spray Grout (Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm)
5.5
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.)
5.6
(i)
for Grading I ( 40 mm nominal size ) Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects)
5.7
(i) (ii)
for Grading I ( 13 mm nominal size ) for GradingII(10 mm nominal size) Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects)
5.8
(i)
for Grading-I ( 13 mm nominal size ) Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller)
5.9 Case -1 Case - II
:-19 mm nominal chipping size 13 mm nominal size chipping Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)
5.10
(i)
Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .
sqm
152.00
(ii)
Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion
sqm
186.00
Page 18 of 264
Summary of Rate Analysis Item No.
Unit
Descriptions Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. )
5.11
Rate
sqm
200.00
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)
5.12 (i)
Case - I : Type A
sqm
80.00
(ii)
Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.)
sqm
60.00
Supply of Stone Aggregates for Pavement Courses (Supply of stone aggregates from approved sources confirming to the physical requirement, specified in the respective specified clauses, including royalties, fees rents, collection, transportation, stacking and testing and measured in cum as per clause 514.5 Competitive market rates to be ascertained. Alternatively, rates for stone crushing given in chapter 1may be adopted, if found economical. In case for supply of aggregates at site are not available, nearest crusher site may be ascertained. Loading and un-loading charges and cost of carriage may be added to these rates to arrive at the cost at site.)
5.13
Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)
5.14
cum
sqm
592.00
sqm sqm sqm
85.45 58.00 35.00
cum
7908.00
sqm
47.00
sqm
6.00
cum
12877.00
cum cum cum
12772.00 8695.00 8585.00
cum
9750.00
Slurry Seal Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface)
5.15 (i) (ii) (iii)
5 mm thickness 3 mm thickness 1.5 mm thickness Recycling of Bituminous Pavement with Central Recycling Plant (Recycling pavement by cold milling of exiting bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 % of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 517.)
5.16
5.17 added
Fog Spray 1.In case it is decided by the engineer to blind the fog spray, the following may be added Bituminous Cold Mix ( Including Gravel Emulsion) (Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels.)
5.18 (i) (ii) (iii) (iv)
Using bitumen emulsion and 9.5 mm or 13.2 mm nominal size aggregate Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate Sand Asphalt Base Course (Providing, laying and rolling sand-asphalt base course composed of sand, mineral filler and bituminous binder on a prepared sub-grade or sub-base to the lines, levels, grades and cross sections as per the drawings including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing.)
5.19
Modified Binder (Supply of modified binder produced by mixing bitumen with modifier such as natural rubber or crumb rubber or any other polymer found compatible with bitumen and which allows properties given in clause 521.3 and IRC: SP: 53 blending of modifier with bitumen to be done either at the refinery or at the site plant capable of producing the modified binder to be delivered in drums which shall be agitated in melted condition using suitable device before use to ensure uniform dispersion.)
5.20
5.21
tonne
Crack Prevention Courses
(i)
Stress Absorbing Membrane (SAM) crack width less than 6 mm (Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.)
Page 19 of 264
sqm
57.00
Summary of Rate Analysis Item No.
Unit
Descriptions
(ii)
(iii)
(iv)
Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm (Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.) Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 % (Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 % after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.) Case - IV : Bitumen Impregnated Geotextile (Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 704.3, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of clause 704.4.5)
Rate
sqm
67.00
sqm
88.00
sqm
124.00
Recipe Cold Mix (Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tyred roller initially and finished with a smooth steel wheel roller, all as per clause 519.3)
5.22 (i)
75 mm thickness
cum
8688.00
(ii)
40 mm thickness
cum
12138.00
(iii)
25 mm thickness
cum
13930.00
Page 20 of 264
Summary of Rate Analysis Item No.
Unit
Descriptions
Rate
CHAPTER-8 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)
8.1
A
Using Concrete Mixer
metre
226.00
B
Using Concrete Batching and Mixing Plant
metre
231.00
metre
439.00
Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)
8.2
B
Using Concrete Batching and Mixing Plant Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)
8.3 (i) (ii)
Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half )
cm height per letter
0.60
English and Roman
cm height per letter
0.30
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
8.4
(i) ( ii )
90 cm equilateral triangle 60 cm equilateral triangle
each each
4206.00 2783.00
( iii ) ( iv )
60 cm circular 80 mm x 60 mm rectangular
each each
3715.00 5160.00
(v) (vi ) ( vii )
60 cm x 45 cm rectangular
each each each
3619.00 4280.00 6569.00
sqm
9152.00
sqm
15825.00
tonne tonne
83366.00 575.00
60 cm x 60 cm square 90 cm high octagon Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
8.5
Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
8.6
Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans)
8.7
A B
Truss and Vertical Support Aluminium alloy plate for over head sign
8.8
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
sqm
42.00
8.9
Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade)
sqm
49.00
8.10
Painting on Wood Surfaces (Providing and applying two coats of ready mix paint of approved brand on wood surface after through cleaning of surface to give an even shade)
sqm
55.00
8.11
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) sqm
63.00
sqm
54.00
(i) (ii)
Over 10 cm in width Up to 10 cm in width
Page 21 of 264
Summary of Rate Analysis Item No.
Descriptions
8.12
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work (Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint confirming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )
Unit
Rate
(i)
Over 10 cm in width
sqm
43.00
(ii)
Up to 10 cm in width
sqm
46.00
sqm
607.78
5th kilometre stone (precast)
each
2632.00
Ordinary Kilometer stone (Precast)
each each
1610.00 460.00
8.15
Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
each
1116.00
8.16
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
each
535.00
metre
251.00
metre
415.00
8.19
Fencing with welded steel wire Fabric 75 mm x 50 mm (Suggestive) (Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects.)
metre
647.00
8.20
Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings)
metre
2270.00
8.21
Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing)
metre
1820.00
metre
3469.00
metre
2721.00
metre
3525.00
8.13
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
8.14
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (i) (ii) (iii)
Hectometer stone (Precast)
G.I Barbed wire Fencing 1.2 metre high (Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 )
8.17
G.I Barbed wire Fencing 1.8 metre high (Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 )
8.18
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)
8.22
(i) 8.23
A
B
M 20 grade concrete Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)
Page 22 of 264
Summary of Rate Analysis Item No.
Descriptions
8.24
Road Traffic Signals electrically operated (Since it is a ready made item commercially produced and erected by specialised firm in the electrical and electronic field, rate may be taken based on market enquiry from firms specialised in this field and ISI certified for the approved design and drawing.)
Unit
Flexible Crash Barrier, Wire Rope Safety Barrier (Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 gradecementconcretefoundation2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per approved design and drawing, rate excluding excavation and cement concrete.)
8.25
8.26
Rate
metre
2055.00
metre
4323.00
metre
807.00
each each
4286.00 4235.00
each
3226.00
metre
2474.00
metre metre
4566.00 6666.00
tonne
81484.00
Anti - Glare Devices in Median Plantation (Plantation of shrubs and plants of approved species in the median. apart from cutting off glare from vehicle coming from opposite direction, these plants provide a pleasant envoirenment and are eco-friendly. The rate for this item is available in the chapter 11 on horticulture. )
A
B
C
Anti - Glare Screen with 25 mm steel pipe framework fixed with circular and rectangular vans (Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one metre length and 1.75 mtr height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per approved design and drawings.) Anti - Glare Screen with Rectangular Vane of MS sheet (Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings) Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.)
8.27 (i) (ii)
For Fixing in Median For fixing in Footpath Lighting on Bridges (Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp)
8.28
Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.)
8.29
(i) (ii) (iii)
Single Row for one utility service Double Row for two utility services Triple Row for three utility services Highway Patrolling and Traffic Aid Post (It is proposed to locate one Traffic Aid Post every 50-60 km of the highway. )
8.30
Items related to under pass/ subway/ overhead bridge/ overhead foot bridge (The items involved for underpass/ subway/ overhead bridge/ overhead foot bridge are earthwork, plain cement concrete, plastering, painting, information sign etc. The rates for these items are available in respective chapters which can be adopted for the quantities derived from the approved designs and drawings)
8.31
Traffic Control System and Communication system (Providing a traffic control centre and communication system including telecommunication facilities and related accessories, CCTV, radar, vehicle detection camera, central computer system These are specialised item of telecommunication system and are the commercial products. The designer is required to contact the manufacturers to ascertain market prices. In case of civil works required to be executed for these installations, pricing may be done as per rates in relevant chapters for quantities derived approved design and drawing.)
8.32
Gantry Mounted Variable Message Sign board (Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 802.3)
8.33 (i)
Gantry Support System
(ii)
Message Display (Message display board 6 sqm electronically operated with complete electronic fitments for flashing the pre-determined messages.)
Page 23 of 264
Summary of Rate Analysis Item No.
Descriptions
8.34
Traffic Impact Attenuators at Abutments and Piers
Unit
Rate
A
With Scrap Tyres (Provision and installation of traffic attenuators at abutment/pier of flyovers bridges using scrap tyres of size 100 x 20 retrieved from trucks laid in 2 rows and 4 tiers, one above the other and tied with 20 mm wire rope as per approved design and drawings.)
sqm
2389.00
B
Using Plastic/Steel Barrel, Filled with Sand (Provision and installation of traffic impact attenuator at abutment/pier of flyovers bridges using plastic/steel barrels 0.60 m dia and 1.0 m in height, filled with sand in three rows and tied with20 mm steel wire rope as per approved design and drawings)
sqm
760.00
C
With HI - DRO cell Sandwich (Patented) ((In this patented HI - DRO cell system, water gets discharged from plastic tubes on impact over a pre-determined time, thus absorbing the energy))
sqm
18533.00
8.35
Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)
each
730.00
8.36
Traffic Cone (Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873)
each
296.00
8.37
Roadside Amenities
A
Rest Areas (Providing plainly furnished accommodation for rest rooms, dormitories, restaurants, stalls, shops, petrol pump, telephone booth, first aid room, traffic aid post, police assistance booth, including electricity, toilet and sewerage system Pricing may be done based on current plinth area rates approved by PWD/CPWD/MES for a particular zone. Area is required to be assessed for specific location as per actual site conditions)
B
Parking areas and Bus Laybyes for Trucks, Buses and Light vehicles (Pricing of parking areas may be done for the quantities of various items based on the approved dimensions and pavement design for a particular terrain and soil. Rates for items may be from respective chapters.)
C
Lawn (Providing a lawn planted with grass and its maintenance ) Rumble Strips (Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.)
8.38
Policeman Umbrella (Provision of a 2 m high (floor to roof) umbrella for traffic policeman at road crossings, where necessary, installed on a raised platform, built on a central support of a steel pipe 100 mm dia, roof made of 25 mm dia steel pipe to provide covered area of 3 sqm, roofed with CGI sheets, all steel parts to be given 2 coats of paint)
8.39
sqm
each
High Mast Pole Lighting at Interchanges and Flyovers (Providing and erecting a high mast pole lighting with 30 m high hot dip galvanised mast designed to withstand forces exerted with wind speeds of 180 km per hour with 3 seconds gust, as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the base of mast with heavy duty internal lock, lantern carriage, suitable winching arrangement for safe working load of 750 kg and high powered electrically driven power tools for raising and lowering of lantern carriage, flexible 8 core electric cable, lightening conductor, earthing terminal, and fixing 2 nos aviation obstruction lights on top of the mast, all complete as per approved design and drawings This is a specialised work and is generally done by firms who specialise in such jobs. The detailed designs and estimates are submitted by the firms alongwith their tender for checks by the Department. The cost of this work is required to be worked out based on approved design, drawings and estimate of the lowest tender. A separate contract for this work is concluded as the contractors for road and bridge works generally donot undertake such jobs.)
8.40
Toll Plaza (The construction, operation and maintenance of Toll Plaza can be broken into separate items of work as under based on the approved design and drawings:-)
8.41
Safety Devices and signs in Construction Zones (Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 60 cm from the edge of the kerb in case of kerbed roads and 2 to 3 m from the edge of the carriageway in case of un-kerbed roads, the bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 60 mm x 60 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001)
8.42
8.43
Portable Barricade in Construction Zone (Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 )
8.44
Permanent Type Barricade in Construction Zone
A
With Steel Components (Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 )
Page 24 of 264
each
2598.00
each
4160.00
Summary of Rate Analysis Item No.
Descriptions
Unit
Rate
B
With Wooden Components (Construction of a permanent type barricade made of wooden components, 1.5 m high from road level, fitted with 3 horizontal planks 200 mm wide and 3.66 m long on 100 x 100mm wooden vertical post, painted with yellow and white striups, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 )
each
5749.00
C
With Bricks (Construction of a permanent type barricade made with brick work in mud mortar, 1.5 m high, 4 m long, 600 mm thick, plastered with cement mortar 1:6, painted with yellow and white strips)
each
11476.00
8.45
Drum Delineator in Construction Zone (Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001)
each
325.00
8.46
Flagman (Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic)
each
430.00
cum
66.00
cum cum
85.00 113.00
Depth upto 3 m Depth 3 m to 6 m
cum cum
49.00 56.00
Depth above 6m
cum
68.00
cum cum
94.00 64.00
cum
314.00
cum
347.00
cum cum
288.00 67.00
cum
219.00
CHAPTER-12 FOUNDATIONS Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
12.1 I
Ordinary soil
A
Manual Means (i) (ii) (iii)
B (i) (ii) (iii) II A
upto 3 m depth 3 m to 6 m depth Above 6 m depth Mechanical Means
Ordinary rock (not requiring blasting) (i)
B
Manual Means Depth upto 3 m Mechanical Means Hard rock ( requiring blasting )
III A IV A V
Manual Means Hard rock ( blasting prohibited ) Mechanical Means Marshy soil upto 3 m depth
(i) A B VI
Manual means Mechanical Means Back Filling in Marshy Foundation Pits
12.2
Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per items 13.4.)
12.3
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
cum
811.00
12.4
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
cum
3626.00
12.5
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications
cum
4545.00
cum cum
3425.00 4150.00
cum cum
2941.00 2519.00
cum cum
6211.00 6020.00
cum
4228.00
cum
4653.00
cum
4726.00
cum
4650.00
cum cum
5021.00 4949.00
cum
5098.00
12.6 A B C D 12.7 (a) (b) 12.8 A
Cement mortar1:3 (1cement :3 sand) Cement mortar1:2 (1cement :2 sand) Cement mortar1:4 (1cement :4 sand) Cement mortar1:6 (1cement :6 sand) Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Square Rubble Coursed rubble masonry( first sort ) Random Rubble Masonry Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 PCC Grade M20
B C Case I Case II D Case I Case II E Case I
RCC Grade M20 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump PCC Grade M25 Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump Page 25 of 264 RCC Grade M25 Using concrete Mixer
CHAPTER-1 CARRIAGE OF MATERIALS Sr No
Ref. to MoRTH Spec.
1.1
Note 1.2
Note 1.3
Description
Unit
Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kanker/Moorum. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip Unit = cum Taking output = 5.5 cum Time required for i) Positioning of tipper at loading point ii) Loading by front end loader 1 cum bucket capacity @ 25 cum per hour iii) Maneuvering, reversing, dumping and turning for return iv) Waiting time, unforeseen contingencies etc Total a) Machinery Tipper 5.5 tonnes capacity Front end-loader 1 cum bucket capacity @ 25 cum/hour b) Overhead charges @ 0.1 on (a) c) Contractor's profit @ 0.1 on (a+b) Cost for 5.5 cum = a+b+c Rate per cum = (a+b+c)/ 5.5 Unloading will be by tipping. Loading and Unloading of Boulders by Manual Means
cum
Unit = cum Taking output = 5.5 cum a) Labour Mate Mazdoor for loading and unloading b) Machinery Tipper 5.5 tonne capacity c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for5.5 cum = a+b+c+d Rate per cum = (a+b+c+d)/5.5 Unloading will be by tipping. Loading and Unloading of Cement or Steel by Manual Means and Stacking. Unit = tonne Taking output = 10 tonnes a) Labour Mate Mazdoor for loading and unloading b) Machinery Truck 10 tonne capacity c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for10 tonnes = a+b+c+d Rate per tonnes = (a+b+c+d)/10
Quantity
Rate Rs
Cost Rs
1 Min 13 Min 2 Min 4 Min 20 Min hour hour
0.330 0.330
339.00 806.00
111.87 265.98
say
37.79 41.56 457.20 83.13 83.00
P&M-048 P&M-017
day day
0.110 0.750
151.44 136.69
16.66 102.52
L-12 L-13
hour
0.750
339.00
P&M-048
say
254.25 37.34 41.08 451.85 82.15 82.00
day day
0.080 2.000
151.44 136.69
12.12 273.38
L-12 L-13
hour
2.000
315.27
630.54 91.60 100.76 1108.40 110.84 111.00
P&M-057
135.60 98.31 23.39 25.73
P&M-048 P&M-048
say 1.4
Remarks/ Input ref.
Cost of Haulage Excluding Loading and Unloading Haulage of materials by tipper excluding cost of loading, unloading and stacking. Unit = t.km Taking output 10 tonnes load and lead 10 km = 100 t.km (i)
Surfaced Road Speed with load : 25 km / hour. Speed while Returning empty :35 km / hour. a) Machinery. Tipper 10 tonne capacity Time taken for onward haulage with load Time taken for empty return trip. b) Overhead charges @ 0.1 on (a) c) Contractor's profit @ 0.1 on (a+b) Page 1 of 264
hour hour
0.400 0.290
339.00 339.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
cost for 100 t km = a+b+c Rate per t.km = (a+b+c)/100 1.4
(ii)
say
283.03 2.83 2.80
Remarks/ Input ref.
Unsurfaced Graveled Road Speed with load: 20 km / hour Speed for empty return trip :30 km / hour a) Machinery Tipper 10 tonnes capacity Time taken for onward haulage with load
hour
0.500
339.00
169.50
P&M-048
Time taken for empty return trip
hour
0.330
339.00
111.87
P&M-048
b)
Overhead charges @ 0.1 on (a)
28.14
c)
Contractor's profit @ 0.1 on (a+b)
30.95
Cost for 100 t .km = a+b+c
340.46
Rate per t.Km = (a+b+c)/100 1.4
(iii)
3.40 say
3.40
Katcha Track and Track in River Bed/Nallah Bed and Choe Bed. Speed with load :10 km / hour Speed while returning empty:15 km / hour a)
Machinery Tipper 10 tonnes capacity Time taken for onward haulage
hour
1.000
339.00
339.00
P&M-048
Time taken for empty return trip
hour
0.670
339.00
227.13
P&M-048
b)
Overhead charges @ 0.1 on (a)
56.61
c)
Contractor's profit @ 0.1 on (a+b)
62.27
Cost for 100 t .km = a+b+c
685.02
Rate per t.Km = (a+b+c)/100
6.85 say
1.5
6.90
Hand Broken Stone Aggregates 63 mm Nominal Size Supply of quarried stone, hand breaking into coarse aggregate 63 mm nominal size (passing 80 mm and retained on 50 mm sieve) and stacking as directed Unit = cum Taking output = 1 cum a)
b)
Labour Mate
day
0.060
151.44
9.09
L-12
Mazdoor
day
1.500
136.69
205.04
L-13
cum
1.100
494.68
544.15
M-002
Material Supply of quarried stone 150 - 200 mm size
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
75.83 83.41
Rate per cum = a+b+c+d
917.51 say
1.6
918.00
Crushing of Stone Aggregates 13.2 mm Nominal Size. Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 13.2 mm nominal size. Unit = cum Taking Output = 600 cum at crusher location. a) Labour
b)
Mate
day
0.760
151.44
115.09
L-12
Mazdoor Skilled
day
2.000
230.00
460.00
L-14
Mazdoor including breaking of any oversize boulder.
day
17.000
136.69
2323.73
L-13
cum
800.000
919.00
735200.00
Material Stone Boulder of size 150 mm and below Page 2 of 264
M-001
Sr No
Ref. to MoRTH Spec. c)
Cost Rs
Remarks/ Input ref.
18228.00
109368.00
P&M-028
20.000
806.00
16120.00
P&M-017
20.000
339.00
6780.00
P&M-048
Description
Unit
Quantity
Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity
Hour
6.000
Hour
Tipper 5.5 cum capacity
Hour
Rate Rs
Machinery
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
87036.68 95740.35
Cost for 600 cum = a+b+c+d+e
1053143.86
Rate per cum = (a+b+c+d+e)*0.95/600
1667.48 say
Note
1667.00
1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm. 2. 95 per cent of above cost will be attributed to the production of 600 cum of stone chips of 13.2 mm size and balance 5 per cent to the production of stone dust which comes out as a by-product. 3. The integrated stone crusher includes primary and secondary crushing units. Crushing of Stone Aggregates 20 mm Nominal Size
1.7
Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 20 mm nominal size. Unit = cum Taking Output = 670 cum at crusher location. a) Labour Mate
day
0.760
151.44
115.09
L-12
Mazdoor Skilled
day
2.000
230.00
460.00
L-14
Mazdoor including breaking of any size boulder.
day
17.000
136.69
2323.73
L-13
cum
800.000
919.00
735200.00
M-001
Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity
Hour
6.000
18228.00
109368.00
P&M-028
Hour
20.000
806.00
16120.00
P&M-017
Tipper 5.5 cum capacity
Hour
20.000
339.00
6780.00
P&M-048
b)
Material
c)
Machinery
Stone Boulder of size 150 mm and below
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
87036.68 95740.35
Cost for 670 cum = a+b+c+d+e
1053143.86
Rate per cum = (a+b+c+d+e)*0.90/670
1414.67 say
Note
1.8
1415.00
1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 20 and 40 mm. 2. 90 per cent of above cost will be attributed to the production of 670 cum of stone aggregates of 20mm size and balance 10 per cent will be for smaller size aggregates and stone dust which comes out as a by-product. 3. The integrated stone crusher includes primary and secondary crushing units. Crushing of Stone Aggregates 40 mm Nominal Size Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 40 mm nominal size. Unit = cum Taking Output = 750 cum at crusher location. a) Labour Mate
day
0.760
151.44
115.09
L-12
Mazdoor Skilled
day
2.000
230.00
460.00
L-14
Page 3 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Mazdoor
Quantity
Rate Rs
Cost Rs
day
17.000
136.69
2323.73
cum
800.000
919.00
735200.00
M-001
Integrated stone crusher of 200 TPH including belt conveyor and vibrating screens Front end loader 1 cum bucket capacity
Hour
6.000
18228.00
109368.00
P&M-028
Hour
20.000
806.00
16120.00
P&M-017
Tipper 5.5 cum capacity
Hour
20.000
339.00
6780.00
P&M-048
b)
Material
c)
Machinery
Stone Boulder of size 150 mm and below
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
87036.68 95740.35
Cost for 750 cum = (a+b+c+d+e)x0.85
895172.28
Rate per cum = (a+b+c+d+e)x0.85/750
1193.56 say
Note
Remarks/ Input ref.
1. 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm. 2. 85 per cent of above cost will be attributed to the production of 750 cum of stone aggregates of 40mm size and balance 15 per cent will be for smaller size aggregates and stone dust which comes out as a by-product. 3. The integrated stone crusher includes primary and secondary crushing units.
Page 4 of 264
1194.00
L-13
CHAPTER-2 SITE CLEARANCE Sr No
Ref. to MoRTH Spec.
2.1
201
Description
Unit
Quantity
Rate Rs
Cost Rs
Cutting of Trees, including cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. (i)
Unit = Each Girth from 300 mm to 600 mm a)
Labour Mate
day
0.020
151.44
3.03
L-12
day
0.600
136.69
82.01
L-13
b)
Mazdoors for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable materials within 1000 metres lead by manual means. Machinery
hour
0.100
282.50
28.25
P&M-053
Tractor-trolley c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
11.33 12.46
Rate for each tree = a+b+c+d
137.08 say
2.1
(ii)
Mate
day
0.040
151.44
6.06
L-12
Mazdoors for cutting trees including cutting, refilling, compaction of backfilling, and stacking of serviceable materials within 1000 metres lead by manual means
day
0.900
136.69
123.02
L-13
hour
0.300
282.50
84.75
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
21.38 23.52
Rate for each tree = a+b+c+d
258.73 say
(iii)
Mate
day
0.080
151.44
12.12
L-12
Mazdoors for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable materials within 1000 metres
day
2.000
136.69
273.38
L-13
hour
0.400
282.50
113.00
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
39.85 43.83
Rate for each tree = a+b+c+d (iv)
259.00
Girth from 900 mm to 1800 mm a) Labour
b)
2.1
137.00
Girth from 600 mm to 900 mm a) Labour
b)
2.1
Remarks/ Input ref.
482.18
Girth above 1800 mm a) Labour Mate Mazdoors for cutting trees including cutting, refilling, compaction of backfilling and stacking of serviceable materials within 1000 metres Machinery Tractor-trolley c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Rate for each tree = a+b+c+d
say
482.00
day day
0.160 4.000
151.44 136.69
24.23 546.76
L-12 L-13
hour
0.600
282.50
169.50 74.05 81.45 895.99 896.00
P&M-053
b)
say 2.2
201
Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . By Manual Means Unit = Hectare Taking output = 1 Hectare Page 1 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Labour Mate Mazdoor b) Overhead charges @ 0.1 on (a) c) Contractor's profit @ 0.1 on (a+b) Rate per Hectare = a+b+c
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
a)
day day
2.000 50.000
151.44 136.69
say 2.3
201
A
Unit = Hectare Taking output = 1 Hectare By Manual Means:In area of light jungle a)
b)
Labour Mate
day
6.000
151.44
908.64
L-12
Mazdoor
day
150.000
136.69
20503.50
L-13
hour
1.000
282.50
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
2386.41
b)
Labour Mate
day
8.000
151.44
1211.52
L-12
Mazdoor
day
200.000
136.69
27338.00
L-13
hour
2.000
282.50
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
By Mechanical Means
A
In area of light jungle a)
b)
P&M-053
3202.60 35228.57 say
(ii)
565.00 2911.45
Rate per Hectare = a+b+c+d
35229.00
Labour Mate
day
0.160
151.44
24.23
L-12
Mazdoor
day
4.000
136.69
546.76
L-13
hour
10.000
3720.00
37200.00
P&M-014
hour
1.000
282.50
282.50
P&M-053
Machinery Dozer 80 HP with attachment for removal of trees & stumps Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
3805.35
d)
Contractor's profit @ 0.1 on (a+b+c)
4185.88
Rate per Hectare = a+b+c+d
46044.72
Add 12% Premium
5525.37
Total =
51570.09 say
B
34411.00
In area of thorny jungle a)
2.3 (ii)
P&M-053
26250.51 say
B
282.50 2169.46
Rate per Hectare = a+b+c+d
2.3
L-12 L-13
Clearing and Grubbing Road Land . Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
(i)
2.3 (i)
302.88 6834.50 713.74 785.11 8636.23 8636.00
49142.00
In area of thorny jungle a)
b)
Labour Mate
day
0.240
151.44
36.35
L-12
Mazdoor
day
6.000
136.69
820.14
L-13
hour
12.000
3720.00
44640.00
Machinery Dozer 80 HP with attachment for removal of trees & stumps Page 2 of 264
P&M-014
Sr No
Ref. to MoRTH Spec.
Description
Unit
Tractor-trolley
Quantity
hour
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
1.500
Rate Rs
Cost Rs
282.50
5051.23 55563.49 say
202
P&M-053
4592.02
Rate per Hectare = a+b+c+d 2.4
423.75
Remarks/ Input ref.
55563.00
Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Unit = cum Taking output = 1.25 cum (i)
Lime /Cement Concrete I
By Manual Means
A
Lime Concrete, cement concrete grade M-10 and below a)
b)
Labour Mate
day
0.040
151.44
6.06
L-12
Mazdoor for dismantling and loading
day
1.000
136.69
136.69
L-13
hour
0.270
282.50
76.28
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
21.90 24.09
Cost for 1.25 cum = a+b+c+d
265.02
Rate per cum = (a+b+c+d)/ 1.25
212.01 say
2.4 (i)
B
a)
b)
Labour Mate
day
0.050
151.44
7.57
L-12
Mazdoor for dismantling and loading
day
1.250
136.69
170.86
L-13
hour
0.270
282.50
76.28
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
25.47 28.02
Cost for 1.25 cum = a+b+c+d
308.20
Rate per cum = (a+b+c+d)/ 1.25 2.4 (i)
C
246.56 say
247.00
Prestressed / Reinforced cement concrete grade M-20 & above a) Labour
b)
Mate
day
0.150
151.44
22.72
L-12
Blacksmith
day
0.250
264.50
66.13
L-02
Mazdoor for dismantling, loading and unloading
day
3.500
136.69
478.42
L-13
hour
0.270
282.50
76.28
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
64.35 70.79
Cost for 1.25 cum = a+b+c+d
778.67
Rate per cum = (a+b+c+d)/ 1.25
622.94 say
2.4
212.00
Cement Concrete Grade M-15 & M-20
II
By Mechanical Means for items No. 202( b)& ( c)
A
Cement Concrete Grade M-15 & M-20 a)
623.00
Labour Mate
day
0.020
151.44
3.03
L-12
Mazdoor for loading and unloading
day
0.250
136.69
34.17
L-13
Page 3 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Mazdoor with Pneumatic breaker b)
Quantity
Rate Rs
Cost Rs
day
0.250
230.00
57.50
L-14
hour
0.670
319.00
213.73
P&M-001
hour
0.270
282.50
76.28
P&M-053
Machinery Air Compressor 250 cfm with 2 leads of pneumatic breaker @ 1.5 cum per hour Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
38.47 42.32
Cost for 1.25 cum = a+b+c+d
465.49
Rate per cum = (a+b+c+d)/ 1.25
372.40 say
2.4 II
B
Mate
day
0.050
151.44
7.57
L-12
Mazdoor with Pneumatic breaker
day
0.660
230.00
151.80
L-14
Blacksmith
day
0.250
264.50
66.13
L-02
Mazdoor for loading and unloading
day
0.250
136.69
34.17
L-13
hour
1.000
319.00
319.00
P&M-001
hour
0.270
282.50
76.28
P&M-053
Machinery Air Compressor 250 cfm with 2 leads of pneumatic breaker @ 1.00 cum per hour Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
65.49 72.04
Cost for 1.25 cum = a+b+c+d
792.48
Rate per cum = (a+b+c+d)/ 1.25
633.99 say
(ii)
Dismantling Brick / Tile work
A
In lime mortar a)
b)
Mate
day
0.020
151.44
3.03
L-12
Mazdoor for dismantling, loading and unloading
day
0.500
136.69
68.35
L-13
hour
0.270
282.50
76.28
P&M-053
Machinery
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
14.76 16.24
Cost for 1.25 cum = a+b+c+d
178.66
Rate per cum = (a+b+c+d)/ 1.25
142.92 say
B
b)
Labour Mate
day
0.030
151.44
4.54
L-12
Mazdoor for dismantling, loading and unloading
day
0.750
136.69
102.52
L-13
hour
0.270
282.50
76.28
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
18.33 20.17
Cost for 1.25 cum = a+b+c+d
221.84
Rate per cum = (a+b+c+d)/ 1.25
177.47 say
C
143.00
In cement mortar a)
2.4 (ii)
634.00
Labour
Tractor-trolley
2.4 (ii)
372.00
Prestressed / reinforced cement concrete grade M-20 & above a) Labour
b)
2.4
Remarks/ Input ref.
177.00
In mud mortar a)
b)
Labour Mate
day
0.016
151.44
2.42
L-12
Mazdoor for dismantling and loading
day
0.400
136.69
54.68
L-13
hour
0.270
282.50
76.28
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
13.34
d)
Contractor's profit @ 0.1 on (a+b+c)
14.67
Page 4 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Cost for 1.25 cum = a+b+c+d
161.38
Rate per cum = (a+b+c+d)/ 1.25
129.11 say
2.4 (ii)
D
b)
Labour Mate
day
0.014
151.44
2.12
L-12
Mazdoor for Dismantling, loading and unloading
day
0.350
136.69
47.84
L-13
hour
0.270
282.50
76.28
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
12.62 13.89
Cost for 1.25 cum = a+b+c+d
152.75
Rate per cum = (a+b+c+d)/ 1.25
122.20 say
(iii) A
Rubble stone masonry in lime mortar
b)
Labour Mate
day
0.024
151.44
3.63
L-12
Mazdoor for dismantling, loading and unloading.
day
0.600
136.69
82.01
L-13
hour
0.270
282.50
76.28
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
16.19 17.81
Cost for 1.25 cum = a+b+c+d
195.93
Rate per cum = (a+b+c+d)/ 1.25
156.74 say
B
b)
Labour Mate
day
0.030
151.44
4.54
L-12
Mazdoor for dismantling, loading and unloading.
day
0.750
136.69
102.52
L-13
hour
0.270
282.50
76.28
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
18.33 20.17
Cost for 1.25 cum = a+b+c+d
221.84
Rate per cum = (a+b+c+d)/ 1.25
177.47 say
C
b)
Labour Mate
day
0.020
151.44
3.03
L-12
Mazdoor for dismantling, loading and unloading.
day
0.500
136.69
68.35
L-13
hour
0.270
282.50
76.28
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
14.76 16.24
Cost for 1.25 cum = a+b+c+d
178.66
Rate per cum = (a+b+c+d)/ 1.25 D
177.00
Rubble Stone Masonry in mud mortar. a)
2.4 (iii)
157.00
Rubble stone masonry in cement mortar. a)
2.4 (iii)
122.00
Dismantling Stone Masonry a)
2.4 (iii)
129.00
Dry brick pitching or brick soling a)
2.4
Remarks/ Input ref.
142.92 say
143.00
Dry rubble masonry a)
b)
Labour Mate
day
0.018
151.44
2.73
L-12
Mazdoor for dismantling, loading and unloading.
day
0.450
136.69
61.51
L-13
hour
0.270
282.50
76.28
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
14.05
d)
Contractor's profit @ 0.1 on (a+b+c)
15.46
Page 5 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Cost for 1.25 cum = a+b+c+d
170.02
Rate per cum = (a+b+c+d)/ 1.25
136.02 say
2.4 (iii)
E
b)
Labour Mate
day
0.016
151.44
2.42
L-12
Mazdoor for dismantling, loading and unloading.
day
0.400
136.69
54.68
L-13
hour
0.270
282.50
76.28
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
13.34 14.67
Cost for 1.25 cum = a+b+c+d
161.38
Rate per cum = (a+b+c+d)/ 1.25
129.11 say
F
b)
Labour Mate
day
0.020
151.44
3.03
L-12
Mazdoor for dismantling, loading and unloading
day
0.500
136.69
68.35
L-13
hour
0.270
282.50
76.28
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
14.76 16.24
Cost for 1.25 cum = a+b+c+d
178.66
Rate per cum = (a+b+c+d)/ 1.25
142.92 say
(iv)
Mate
day
0.060
151.44
9.09
L-12
Carpenter
day
0.500
264.50
132.25
L-04
Mazdoor for dismantling, loading and unloading.
day
1.000
136.69
136.69
L-13
hour
0.270
282.50
76.28
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
35.43 38.97
Cost for 1.25 cum = a+b+c+d
428.70
Rate per cum = (a+b+c+d)/ 1.25
342.96 say
(v)
143.00
Wood Work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level a) Labour
b)
2.4
129.00
Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials. a)
2.4
136.00
Dismantling stone pitching/ dry stone spalls. a)
2.4 (iii)
Remarks/ Input ref.
343.00
Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet. Unit = tonne Taking output = 1 tonne
A
Including dismembering a)
Labour Mate
day
0.140
151.44
21.20
L-12
Blacksmith
day
1.000
264.50
264.50
L-02
Mazdoor for dismantling, loading and unloading
day
2.500
136.69
341.73
L-13
Add 2.5 per cent of cost of labour for gas cutting, ropes, pulleys etc. b) Machinery Tractor-trolley
15.69
hour
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
0.170
282.50
69.11 76.03
Rate per tonne = a+b+c+d
836.28 say
2.4 (v)
B
48.03
Excluding dismembering. Page 6 of 264
836.00
P&M-053
Sr No
Ref. to MoRTH Spec.
Description a)
Unit
Quantity
Rate Rs
Cost Rs
Labour Mate
day
0.220
151.44
33.32
L-12
Mazdoor for dismantling, loading and unloading
day
2.000
136.69
273.38
L-13
Blacksmith
day
0.500
264.50
132.25
L-02
Add 2.5 per cent of cost of labour for gas cutting, ropes, pulleys etc. b) Machinery Tractor-trolley
10.97
hour
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
0.170
282.50
P&M-053
54.77 602.51 say
C
48.03 49.79
Rate per tonne = a+b+c+d 2.4 (v)
Remarks/ Input ref.
603.00
Extra over item No( v ) A and( v ) B for cutting rivets. Unit = each Taking output = 10 rivets a)
Labour Mate
day
0.010
151.44
1.51
L-12
Blacksmith
day
0.130
264.50
34.39
L-02
Mazdoor
day
0.130
136.69
17.77
L-13
b)
Overhead charges @ 0.1 on (a)
5.37
c)
Contractor's profit @ 0.1 on (a+b)
5.90
Cost for 10 rivets = a+b+c
64.94
Rate for each rivet = ( a+b+c)/10
6.49 say
2.4
(vi)
6.00
Scraping of Bricks Dismantled from Brick Work including Stacking. Unit = numbers Taking output = 1000 numbers
A
In lime/Cement mortar a)
Labour Mate
day
0.140
151.44
21.20
L-12
Mazdoor
day
3.500
136.69
478.42
L-13
b)
Overhead charges @ 0.1 on (a)
49.96
c)
Contractor's profit @ 0.1 on (a+b)
54.96
Rate per1000 Nos = a+b+c
604.54 say
2.4 (iv)
B
a)
Labour Mate
day
0.050
151.44
7.57
L-12
Mazdoor
day
1.250
136.69
170.86
L-13
b)
Overhead charges @ 0.1 on (a)
17.84
c)
Contractor's profit @ 0.1 on (a+b)
19.63
Rate per1000 Nos = a+b+c
215.91 say
2.4
(vii)
605.00
In mud mortar
216.00
Scraping of Stone from Dismantled Stone Masonry Unit = cum Taking output = 1 cum
A
In cement and lime mortar a)
Labour Mate
day
0.060
151.44
9.09
L-12
Mazdoor
day
1.400
136.69
191.37
L-13
b)
Overhead charges @ 0.1 on (a)
20.05
c)
Contractor's profit @ 0.1 on (a+b)
22.05
Rate per cum = a+b+c
242.55 say
2.4 (vii)
B
In Mud mortar
Page 7 of 264
243.00
Sr No
Ref. to MoRTH Spec.
Description a)
Unit
Quantity
Rate Rs
Cost Rs
Labour Mate
day
0.010
151.44
1.51
L-12
Mazdoor
day
0.300
136.69
41.01
L-13
b)
Overhead charges @ 0.1 on (a)
4.25
c)
Contractor's profit @ 0.1 on (a+b)
4.68
Rate per cum = a+b+c
51.45 say
2.4
(viii)
Remarks/ Input ref.
51.00
Scarping Plaster in Lime or Cement Mortar from Brick/ Stone Masonry Unit = sqm Taking output = 100 sqm a)
b)
Labour Mate
day
0.160
151.44
24.23
L-12
Mazdoor for scarping and loading
day
4.000
136.69
546.76
L-13
hour
0.320
282.50
90.40
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
66.14 72.75
Cost for 100 sqm = a+b+c+d
800.28
Rate per sqm = (a+b+c+d)/100
8.00 say
2.4
(ix)
8.00
Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. Unit = metre Taking output = 1 metre
A
Up to 600 mm dia a)
Labour Mate
day
0.020
151.44
3.03
L-12
Mazdoor
day
0.520
136.69
71.08
L-13
b)
Overhead charges @ 0.1 on (a)
7.41
c)
Contractor's profit @ 0.1 on (a+b)
8.15
Rate per metre = a+b+c
89.67 say
2.4 (ix)
B
a)
Labour Mate
day
0.030
151.44
4.54
L-12
Mazdoor
day
0.700
136.69
95.68
L-13
b)
Overhead charges @ 0.1 on (a)
10.02
c)
Contractor's profit @ 0.1 on (a+b)
11.02
Rate per metre = a+b+c
121.27 say
2.4 (ix)
C
Labour Mate
day
0.050
151.44
7.57
L-12
Mazdoor
day
1.200
136.69
164.03
L-13
b)
Overhead charges @ 0.1 on (a)
c)
Contractor's profit @ 0.1 on (a+b)
17.16 18.88
Rate per metre = a+b+c
207.64 say
2.5
202
121.00
Above 900 mm a)
Note
90.00
Above 600 mm to 900 mm dia
1. The excavation of earth, dismantling of stone masonry work in head walls and protection works is not included which is to be measured and paid separately. 2. Credit for retrieved stone from masonry work may be taken as per actual availability. Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Page 8 of 264
208.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Unit = cum Taking output = 1 cum I
By Manual Means
A
Bituminous courses a)
b)
Labour Mate
day
0.060
151.44
9.09
L-12
Mazdoor for dismantling, loading and unloading
day
1.500
136.69
205.04
L-13
hour
0.380
282.50
107.35
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
32.15 35.36
Rate per cum = a+b+c+d
388.98 say
2.5 I
B
a)
b)
Labour Mate
day
0.040
151.44
6.06
L-12
Mazdoor for dismantling, loading and unloading.
day
1.000
136.69
136.69
L-13
hour
0.330
282.50
93.23
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
23.60 25.96
Rate per cum = a+b+c+d
285.53 say
2.5
II
By Mechanical Means
A
Bituminous course a)
b)
Mate
day
0.010
151.44
1.51
L-12
Mazdoor
day
0.300
136.69
41.01
L-13
Tractor-trolley
hour
0.380
282.50
107.35
P&M-053
Farm tractor with ripper @ 60 cum per hour
hour
0.017
282.50
4.80
P&M-055
Machinery
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
15.47 17.01 187.16 say
202
286.00
Labour
Rate per cum = a+b+c+d 2.6
389.00
Granular courses
187.00
Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Unit = cum Taking output = 1 cum a)
b)
Labour Mate
day
0.030
151.44
4.54
L-12
Semi skilled mazdoor for operating pneumatic tools
day
0.500
230.00
115.00
L-14
Mazdoors as helpers including loading and unloading
day
0.500
136.69
68.35
L-13
Air compressor 250 cfm with two leads for pneumatic cutters/ hammers @ 1 cum per hour Tractor-trolley
hour
1.000
319.00
319.00
P&M-001
hour
0.400
282.50
113.00
P&M-053
Joint Cutting Machine with 2-3 blades
hour
1.000
200.00
200.00
P&M-083
Machinery
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
81.99 90.19
Rate per cum = a+b+c+d
992.06 say Page 9 of 264
992.00
Sr No
Ref. to MoRTH Spec.
Description Note
2.7
202
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
The above analysis is for removal of complete pavement. In case full depth repair work is required to be done after dismantling, provision of a concrete cutting and sawing machine may be added for 0.25 hours. Dismantling of Guard Rails Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately. Unit = running metre Taking output = 1 metre a)
b)
Labour Mate
day
0.006
151.44
0.91
L-12
Mazdoor including loading and unloading
day
0.150
136.69
20.50
L-13
hour
0.050
282.50
14.13
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
3.55 3.91
Rate per metre = a+b+c+d
43.00 say
2.8
202
43.00
Dismantling of Kerb Stone Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre Unit = running metre Taking output = 10 metre a)
b)
Labour Mate
day
0.010
151.44
1.51
L-12
Mazdoor including loading and unloading
day
0.150
136.69
20.50
L-13
hour
0.200
282.50
56.50
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
7.85 8.64
Cost for 10 m = a+b+c+d
95.01
Rate per metre = (a+b+c+d)/10
9.50 say
2.9
202
10.00
Dismantling of Kerb Stone Channel Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre Unit = running metre Taking output = 10 metre a)
b)
Labour Mate
day
0.015
151.44
2.27
L-12
Mazdoor including loading and unloading
day
0.225
136.69
30.76
L-13
hour
0.300
282.50
84.75
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
11.78 12.96
Cost for 10 m = a+b+c+d
142.51
Rate per metre = (a+b+c+d)/10
14.25 say
2.10
202
Dismantling of Kilometre Stone Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit. Unit = Each Taking output = one KM stone
A
5th KM stone
Page 10 of 264
14.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Quantity of cement concrete = 0.392 cum a)
b)
Labour Mate
day
0.130
151.44
19.69
L-12
Mazdoor
day
0.750
136.69
102.52
L-13
hour
0.150
282.50
42.38
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
16.46 18.10
Rate for one 5th KM stone = a+b+c+d
199.14 say
B
199.00
Ordinary KM Stone Quantity of cement concrete = 0.269 cum a)
b)
Labour Mate
day
0.020
151.44
3.03
L-12
Mazdoor
day
0.500
136.69
68.35
L-13
hour
0.100
282.50
28.25
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
9.96 10.96
Rate for one ordinary KM stone = a+b+c+d
120.54 say
C
121.00
Hectometre Stone Quantity of cement concrete = 0.048 cum a)
b)
Labour Mate
day
0.004
151.44
0.61
L-12
Mazdoor
day
0.100
136.69
13.67
L-13
hour
0.020
282.50
5.65
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
1.99
d)
Contractor's profit @ 0.1 on (a+b+c)
2.19
Rate for one Hectometre stone = a+b+c+d
24.11 say
2.11
202
24.00
Dismantling of Fencing Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately. Unit = running metre Taking output = 30 metres a)
b)
Labour Mate
day
0.150
151.44
22.72
L-12
Mazdoor including loading and unloading
day
3.000
136.69
410.07
L-13
Blacksmith
day
0.750
264.50
198.38
L-02
hour
0.150
282.50
42.38
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
67.35 74.09
Cost for 30 metres = a+b+c+d
814.98
Rate per metre = (a+b+c+d)/30
27.17 say
2.12
202
Dismantling of CI Water Pipe Line Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department
Page 11 of 264
27.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Unit = running metre Taking output = 10 metres a)
b)
Labour Mate
day
0.090
151.44
13.63
L-12
Mazdoor
day
2.000
136.69
273.38
L-13
Plumber
day
0.250
264.50
66.13
L-02
Truck 10 tonne capacity
hour
0.250
315.27
78.82
P&M-057
Light Crane 3 tonne capacity
hour
0.500
357.00
178.50
P&M-013
Machinery
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
61.05 67.15
Cost for 10 metres = a+b+c+d
738.65
Rate per metre = (a+b+c+d)/10
73.86 say
Note
2.13
202
74.00
The rate analysis does not include any excavation in earth or dismantling of masonry works which are to be measured and paid separately. Removal of Cement Concrete Pipe of Sewer Gutter Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works. Unit = running metre Taking output = 10 metres a)
b)
Labour Mate
day
0.100
151.44
15.14
L-12
Mazdoor
day
2.500
136.69
341.73
L-13
Crane 5 tonne capacity
hour
0.300
116.53
34.96
P&M-070
Truck flat body 10 tonne
hour
1.000
315.27
315.27
P&M-057
Machinery
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
70.71 77.78
Cost for 10 metres = a+b+c+d
855.59
Rate per metre = (a+b+c+d)/10
85.56 say
Note
2.14
202
86.00
The rate analysis does not include any excavation in earth or dismantling of masonry works which are to be measured and paid separately. Removal of Telephone / Electric Poles and Lines Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately Unit = each Taking output = 30 Nos a)
b)
Labour Mate
day
0.480
151.44
72.69
L-12
Mazdoor
day
10.000
136.69
1366.90
L-13
Electrician/Lineman
day
2.000
264.50
529.00
L-02
hour
1.500
282.50
423.75
P&M-053
Machinery Tractor-trolley
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
Cost for 30 poles = a+b+c+d
239.23 263.16 2894.73
Rate per pole = (a+b+c+d)/30
96.49
Add 5% Premium
4.82
Page 12 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Total =
101.32 say
Page 13 of 264
101.00
Remarks/ Input ref.
CHAPTER - 3 EARTH WORK, EROSION CONTROL AND DRAINAGE Sr No
Ref. to MoRTH Spec.
3.1
301
Description
Unit
Note
301
Remarks/ Input ref.
day day
1.800 45.000
151.44 136.69
272.59 6151.05
L-12 L-13
hour
10.000
315.27
P&M-057
say
3152.70 957.63 1053.40 11587.37 96.56 97.00
Excavation in Ordinary Rock by Manual Means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres
Note
301
Cost Rs
In case there is a situation where the cross-section is of cut and fill and cut earth is required to be used in embankment in the immediate vicinity, the item of carriage in the truck shall be omitted.
Unit = cum Taking output = 120 cum a) Labour Mate Mazdoor b) Machinery Truck 5.5 cum capacity c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for 120 cum = a+b+c+d Rate per cum = (a+b+c+d)/120
3.3
Rate Rs
Excavation in Soil by Manual Means . Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres. Unit = cum Taking output = 120 cum a) Labour Mate Mazdoor b) Machinery Truck 5.5 cum capacity c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost of 120 cum = a+b+c+d Rate per cum = (a+b+c+d)/120
3.2
Quantity
day day
2.800 70.000
151.44 136.69
424.03 9568.30
L-12 L-13
hour
10.000
315.27
P&M-057
say
3152.70 1314.50 1445.95 15905.49 132.55 133.00
In case there is a situation where the cross-section is of cut and fill and cut earth is required to be used in embankment in the immediate vicinity, the item of carriage in the truck shall be omitted. Excavation in Soil with Dozer with lead upto 100 metres Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Unit = cum Taking output = 180 cum a) Labour Mate Mazdoor b) Machinery Dozer, 80 HP @ 30 cum per hour c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for 180 cum = a+b+c+d Rate per cum = (a+b+c+d)/180
day day
0.080 2.000
151.44 136.69
12.12 273.38
hour
6.000
3720.00
22320.00 2260.55 2486.60 27352.65 151.96 152.00
say
Page 1 of 264
L-12 L-13 P&M-014
Sr No
Ref. to MoRTH Spec.
3.4
301
Description
Unit
Quantity
Rate Rs
Cost Rs
Excavation in Ordinary Rock with Dozer with lead upto 100 metres Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections. Unit = cum Taking output = 108 cum a) Labour Mate Mazdoor b) Machinery Dozer, 80 HP @ 20 cum per hour c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for 108 cum = a+b+c+d Rate per cum = (a+b+c+d)/108
day day
0.120 3.000
151.44 136.69
18.17 410.07
hour
6.000
3720.00
22320.00 2274.82 2502.31 27525.37 254.86 255.00
say 3.5
Remarks/ Input ref.
L-12 L-13 P&M-014
Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres
301
Unit = cum Taking 0utput = 180 cum a)
b)
c)
Labour Mate
day
0.220
151.44
33.32
L-12
Mazdoor
day
3.000
136.69
410.07
L-13
Driller
day
2.000
264.50
529.00
L-06
Blaster
day
0.250
264.50
66.13
L-03
Dozer, 80 HP @ 30 cum per hour
hour
6.000
3720.00
22320.00
P&M-014
Air compressor, 250 cfm with 2 jack hammer
hour
6.000
319.00
1914.00
P&M-001
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
Tipper10 tonne capacity
hour
11.250
339.00
3813.75
P&M-048
9198.00
M-104
Machinery
Materials Gelatin 80 per cent
d)
Electric Detonators @ 1 detonator for 2 gelatin sticks of 125 gms each Credit for excavated rock found suitable for use @ 50 per cent quantity blasted Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
kg
63.000
146.00
each
252.000
14.56
cum
90.000
(37.00)
(3330.00) 4345.94 4780.53
Cost for 180 cum = a+b+c+d+e
52585.85
Rate per cum = (a+b+c+d+e)/180
292.14 say
Note
3669.12 M-094 /100
1. The quality and availability of rock shall be checked before affording credit. 2. In case some rock is issued to the contractor at site, the item of carriage shall be reduced/restricted to that extent.
Page 2 of 264
292.00
M-089
Sr No
Ref. to MoRTH Spec.
3.6
301
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m Unit = cum Taking output = 360 cum a)
b)
Labour Mate
day
0.080
151.44
12.12
L-12
Mazdoor
day
2.000
136.69
273.38
L-13
hour
6.000
1302.00
7812.00
P&M-026
hour
16.000
339.00
5424.00
P&M-048
Machinery Hydraulic excavator 0.9 cum bucket capacity @ 60 cum per hour Tipper 5.5 cum capacity, 4 trips per hour.
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
1352.15 1487.36
Cost for 360 cum = a+b+c+d
16361.01
Rate per cum = (a+b+c+d)/360
45.45 say
3.7
45.00
Excavation in Ordinary Rock using Hydraulic Excavator CK-90 and Tippers with Disposal upto 1000 metres.
301
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Unit = cum Taking output = 240 cum a)
b)
Labour Mate
day
0.080
151.44
12.12
L-12
Mazdoor
day
2.000
136.69
273.38
L-13
hour
6.000
1302.00
7812.00
P&M-026
hour
11.000
339.00
3729.00
P&M-048
Machinery Hydraulic Excavator 0.90 cum bucket capacity @ 36 cum per hour Tipper 5.5 cum capacity, 4 trips per hour.
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
1182.65 1300.91
Cost for 240 cum = a+b+c+d
14310.06
Rate per cum = (a+b+c+d)/240
59.63 say
3.8
301
60.00
Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. A
Mechanised Unit = cum Taking output = 36 cum a)
Labour Mate
day
0.400
151.44
60.58
L-12
Mazdoor for trimming slopes including mannul loading in truck Machinery
day
10.000
136.69
1366.90
L-13
Hydraulic excavator with rock breaker attachment @ 6 cum per hour Tipper 5.5 cum capacity, 1 trip per hour.
hour
6.000
1302.00
7812.00
P&M-026
hour
6.500
339.00
2203.50
P&M-048
cum
18.000
(37.00)
(666.00)
M-089
c)
Credit for excavated rock found suitable for use @ 50 per cent of excavated quantity Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
b)
1077.70 1185.47
Cost for 36 cum = a+b+c+d
13040.14
Rate per cum = (a+b+c+d)/36
362.23 say
Note
1. The quality and availability of rock shall be checked before affording credit. 2. In case some rock is issued to the contractor at site, the item of carriage shall be restricted/reduced to that extent. 3.Being small quantity, manual loading will be economical in this case and has been provided accordingly.
Page 3 of 264
362.00
Sr No
Ref. to MoRTH Spec.
3.8
Description B
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Manual Method Unit = cum Taking output = 16 cum a)
Labour Mate
day
1.640
151.44
248.36
L-12
Mazdoor including loading in truck
day
16.000
136.69
2187.04
L-13
Chiseller
day
24.000
264.50
6348.00
L-05
Blacksmith
day
1.000
264.50
264.50
L-02
Tipper 5.5 cum capacity, 1 trip per hour.
hour
2.900
339.00
983.10
P&M-048
cum
8.000
(37.00)
(296.00)
M-089
c)
Credit for excavated rock found suitable for use @ 50 per cent of excavated Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
b)
Machinery
973.50 1070.85
Cost for 16 cum = a+b+c+d
11779.35
Rate per cum = (a+b+c+d)/16
736.21 say
Note
736.00
1. Credit is considered for 50 per cent of quantity of work. 2. Loading for disposal will be done manually, being small quantity. 3. In case some rock is issued to contractor at site, the item of carriage shall be omitted to the extent of quantity issued to the contractor.
3.9
301
Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres Unit = cum Taking output = 180 cum a)
b)
c)
Labour Mate
day
0.220
151.44
33.32
L-12
Mazdoor
day
3.000
136.69
410.07
L-13
Driller
day
2.000
264.50
529.00
L-06
Blaster
day
0.500
264.50
132.25
L-03
Dozer 80 HP @ 30 cum per hour
hour
6.000
3720.00
22320.00
P&M-014
Air compressor, 250 cfm with 2 jack hammers
hour
6.000
319.00
1914.00
P&M-001
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
Tipper 5.5 cum capacity, 4 trips per hour.
hour
8.200
339.00
2779.80
P&M-048
9198.00
M-104
Machinery
Materials Gelatin 80 per cent Electric Detonators @ 1 detonator for1/2 gelatin stick of 125 gms each Credit for excavated rock found suitable for use @ 50 per cent quantity blasted Add 5 per cent of cost of a+b+c towards muffling arrangements to guard against any rock fly off during blasting
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
kg
63.000
146.00
each
1008.000
14.56
cum
90.000
(37.00)
6197.44 68171.84 378.73 say
301
M-089
5634.04
Rate per cum = (a+b+c+d+e)/180
3.10
(3330.00) 2841.45
Cost for 180 cum = a+b+c+d+e
Note
14676.48 M-094 /100
379.00
1. Credit is considered for 50 per cent of quantity of blastered rock, if found suitable for construction.. 2. In case some rock is issued to the contractor at site, the item of carriage shall be reduced to that extent. Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections. Unit = cum Taking output = 300 cum a)
b)
Labour Mate
day
0.080
151.44
12.12
L-12
Mazdoor
day
2.000
136.69
273.38
L-13
hour
6.000
1302.00
7812.00
P&M-026
hour
13.640
339.00
4623.96
P&M-048
Machinery Hydraulic excavator 0.90 cum bucket capacity @ 50 cum per hour Tipper 5.5 cum capacity, 4 trips per hour.
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
1272.15 1399.36
Cost for 300 cum = a+b+c+d
15392.96
Rate per cum = (a+b+c+d)/300
51.31 say Page 4 of 264
51.00
Sr No
Ref. to MoRTH Spec.
3.11
301
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. Unit = cum Taking output = 360 cum a)
b)
Labour Mate
day
0.080
151.44
12.12
L-12
Mazdoor
day
2.000
136.69
273.38
L-13
Excavator0.90 cum bucket capacity @ 60 cum per hour
hour
6.000
1302.00
7812.00
P&M-026
Tipper 5.5 cum capacity, 4 trips per hour.
hour
16.360
339.00
5546.04
P&M-048
Machinery
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
1364.35 1500.79
Cost for 360 cum = a+b+c+d
16508.68
Rate per cum = (a+b+c+d)/360
45.86 say
Note
3.12
303
46.00
This item does not include replacement of unsuitable soil by suitable soil. Replacement, where required, is to be provided and paid separately under clause 305. Presplitting of Rock Excavation Slopes Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m, all as specified in clause No. 303 Unit = sqm Taking output = 400 sqm( 120 cum considering 300mm average depth of excavation over the existing rock face) a)
b)
c)
Labour Mate
day
0.600
151.44
90.86
L-12
Mazdoor
day
15.000
136.69
2050.35
L-13
Air compressor 250 cfm with 2 leads @ 20 cum per hour Dozer, 80 HP
hour
6.000
319.00
1914.00
P&M-001
hour
6.000
3720.00
22320.00
P&M-014
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
kg
42.000
146.00
6132.00
M-104
each
672.000
14.56
Machinery
Materials Gelatin 80 per cent
d)
Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
4712.75 5184.03
Cost for 400 sqm = a+b+c+d+e
57024.32
Rate per sqm = (a+b+c+d+e)/400
142.56 say
Note
3.13
304
9784.32 M-094 /100
143.00
In case blasted rock is used to the contractor against payment for constructed work, the cost of carriage shall be reduced to that extent. Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
(i)
Ordinary soil Unit = cum Taking output = 10 cum
A
Manual Means (Depth upto 3 m) a)
Labour Mate
day
0.320
151.44
48.46
L-12
Mazdoor
day
8.000
136.69
1093.52
L-13
b)
Overhead charges @ 0.1 on (a)
114.20
c)
Contractor's profit @ 0.1 on (a+b)
125.62
Cost for 10 cum = a+b+c
1381.80
Rate per cum = (a+b+c)/10 Note
3.13 (i)
B
138.18 say
138.00
151.44
48.46
Cost of dewatering may be added where required upto 10 per cent of labour cost Assessment for dewatering shall be made as per site conditions.. Mechanical Means (Depth upto 3 m) Unit = cum Taking output = 300 cum a)
Labour Mate
day Page 5 of 264
0.320
L-12
Sr No
Ref. to MoRTH Spec.
Description
Unit
Mazdoor b)
Quantity
Rate Rs
Cost Rs
day
8.000
136.69
1093.52
L-13
hour
6.000
1302.00
7812.00
P&M-026
Machinery Hydraulic excavator 1.0 cum bucket capacity
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
895.40 984.94
Cost for 300 cum = a+b+c+d
10834.32
Rate per cum = (a+b+c+d)/300
36.11 say
Note
3.13
Remarks/ Input ref.
36.00
Cost of dewatering upto 5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions..
(ii)
Ordinary Rock (not requiring blasting)
A
Manual Means (Depth upto 3 m) Unit = cum Taking output = 10 cum a)
Labour Mate
day
0.400
151.44
60.58
L-12
Mazdoor
day
10.000
136.69
1366.90
L-13
b)
Overhead charges @ 0.1 on (a)
142.75
c)
Contractor's profit @ 0.1 on (a+b)
157.02
Cost for 10 cum = a+b+c
1727.25
Rate per cum = (a+b+c)/10
172.72 say
Note
3.13 (ii)
B
173.00
Cost of dewatering upto 10 per cent of labour cost may be added, where required. Assessment for dewatering shall be made as per site conditions.. Mechanical Means Unit = cum Taking output = 216 cum a)
b)
Labour Mate
day
0.240
151.44
36.35
L-12
Mazdoor
day
6.000
136.69
820.14
L-13
hour
6.000
1302.00
7812.00
P&M-026
Machinery Hydraulic excavator 1.0 cum bucket capacity
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
866.85 953.53
Cost for 216 cum = a+b+c+d
10488.87
Rate per cum = (a+b+c+d)/216
48.56 say
Note
3.13
(iii) A
49.00
1.Cost of dewatering upto 5 per cent of (a+b), may be added, where required Assessment for dewatering shall be made as per site conditions. 2.In case of rock, foundation beyond3 m is not dug and hence not included. Hard Rock ( requiring blasting ) Manual Means Unit = cum Taking output = 10 cum a)
Labour i) Mate
day
0.530
151.44
80.26
L-12
ii) Driller
day
0.840
264.50
222.18
L-06
iii) Blaster
day
0.400
264.50
105.80
L-03
iv) Mazdoor
day
12.000
136.69
1640.28
L-13
hour
0.667
319.00
212.67
P&M-001
kg
3.500
146.00
511.00
M-104
each
14.000
14.56
b)
Machinery
c)
Air Compressor 250 cfm with 2 jack hammer @ 15 cum per hour Material Blasting Material Detonator electric
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
297.60 327.36
Cost for 10 cum = a+b+c+d+e
3601.00
Rate per cum = (a+b+c+d+e)/10
360.10 say
Note
3.13
(iv)
203.84 M-094 /100
360.00
Cost of dewatering @ 10 per cent of labour cost may be added, where required Assessment for dewatering shall be made as per site conditions. Hard Rock ( blasting prohibited ) Unit = cum Taking output = 10 cum
A
Mechanical Means a)
b)
Labour Mate
day
0.200
151.44
30.29
L-12
Mazdoor
day
5.000
136.69
683.45
L-13
hour
10.000
319.00
3190.00
P&M-001
Machinery Air Compressor 250 cfm with 2 leads of pneumatic breaker @ 1 cum per hour Page 6 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
Quantity
Rate Rs
Cost Rs 390.37 429.41
Cost for 10 cum = a+b+c+d
4723.52
Rate per cum = (a+b+c+d)/10
472.35 say
Note
3.13
(v)
Remarks/ Input ref.
472.00
1. Cost of dewatering upto 5 per cent of (a+b), may be added, where required Assessment for dewatering shall be made as per site conditions. 2.In case of rock, foundation beyond 3 m is not dug and hence not included. Marshy soil Unit = cum Taking output = 10 cum
A
Manual means ( upto 3 m depth) a)
b)
Labour Mate/Supervisor
day
0.400
151.44
60.58
L-12
Mazdoor
day
10.000
136.69
1366.90
L-13
hour
2.670
282.50
754.28
P&M-053
cum
5.000
43.00
215.00
M-163
Machinery Tractor-trolley
c)
Material Selected earth for refilling
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
239.68 263.64
Cost for 10 cum = a+b+c+d+e
2900.07
Rate per cum = ( a+b+c+d+e)/ 10
290.01 say
Note
290.00
1. Cost of dewatering @ 30 per cent of (a), may be added, where required Assessment for dewatering shall be made as per site conditions. 2. Shoring & strutting 20 per cent of (a), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item (i) to (iv) for ordinary soil
3.13 (v)
B
Mechanical Means a)
b)
Labour i) Mate
day
0.080
151.44
12.12
L-12
ii) Mazdoor for dressing sides, bottom and backfilling
day
2.000
136.69
273.38
L-13
hour
0.170
1302.00
221.34
P&M-026
hour
0.450
339.00
152.55
P&M-048
cum
5.000
43.00
215.00
M-163
Machinery Hydraulic excavator 1.0 cum bucket capacity @ 60 cum per hour Tipper 5.5 cum capacity, 4 trips per hour.
c)
Material Selected earth for refilling
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
87.44 96.18
Cost for 10 cum = a+b+c+d+e
1058.01
Rate per cum = (a+b+c+d+e)/10
105.80 say
Note
3.14
106.00
1. Cost of dewatering @ 20 per cent of (a+b) may be added, where required 2. Shoring & strutting @ 10 per cent of (a+b), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item (i) to (iv) for ordinary soil Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.
305.4.3
Unit = sqm Taking output = 100 sqm a)
b)
Labour Mate
day
0.200
151.44
30.29
L-12
Mazdoor including loading and unloading
day
5.000
136.69
683.45
L-13
hour
1.670
282.50
471.78
P&M-053
Machinery Tractor-trolley
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
118.55 130.41
Cost for 100 sqm = a+b+c+d
1434.47
Rate per sqm = (a+b+c+d)/100
14.34 say
Note 3.15
305.4.3
In case material is to be reused at site, transportation cost catered above for disposal shall be deleted. Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. Unit = sqm Page 7 of 264
14.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Taking output = 100 sqm a)
b)
Labour Mate
day
0.010
151.44
1.51
L-12
Mazdoor
day
0.250
136.69
34.17
L-13
Tractor with ripper attachment @ 60 cum per hour
hour
0.080
282.50
22.60
P&M-055
Front end loader 1 cum bucket capacity @ 25 cum per hour Tipper 5.5 cum capacity, 4 trips per hour.
hour
0.200
806.00
161.20
P&M-017
hour
0.230
339.00
77.97
P&M-048
Machinery
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
29.75 32.72
Cost for 100 sqm = a+b+c+d
359.92
Rate per sqm = (a+b+c+d)/100
3.60 say
3.16
4.00
Construction of Embankment with Material obtained from Borrowpits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
305
Unit = cum Taking output = 100 cum a)
b)
Labour Mate
day
0.040
151.44
6.06
L-12
Mazdoor
day
1.000
136.69
136.69
L-13
hour
1.670
1302.00
2174.34
P&M-026
tonne.km
160 x L
2.46
7864.80
Lead =20 km & P&M058
Machinery Hydraulic Excavator1 cum bucket capacity @ 60 cum per hour Tipper 10 tonne capacity
c)
Add 10 per cent of cost of carriage to cover cost of loading and unloading Dozer 80 HP for spreading @ 200 cum per hour
786.48 hour
0.500
3720.00
1860.00
P&M-014
Motor grader for grading @ 100 cum per hour
hour
1.000
2395.00
2395.00
P&M-032
Water tanker6 KL capacity
hour
4.000
200.00
800.00
P&M-060
Vibratory roller 8 -10 tonnes @ 100 cum per hour
hour
1.000
1541.00
1541.00
P&M-059
KL
24.000
10.00
240.00
M-189
cum
100.000
28.00
2800.00
M-092
Material Cost of water Compensation for earth taken from private land
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
2060.44 2266.48
Cost for 100 cum = a+b+c+d+e
24931.28
Rate per cum = (a+b+c+d+e)/100
249.31 say
Note
3.17
305
249.00
Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be clearly stated in the cost estimate. Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. Unit = cum Taking output = 100 cum a)
b)
c)
Labour Mate
day
0.020
151.44
3.03
L-12
Mazdoor
day
0.500
136.69
68.35
L-13
Dozer 80 HP for spreading @ 200 cum per hour
hour
0.500
3720.00
1860.00
P&M-014
Motor grader for grading @ 100 cum per hour
hour
1.000
2395.00
2395.00
P&M-032
Water tanker6 KL capacity
hour
4.000
200.00
800.00
P&M-060
Vibratory roller 8-10 tonnes @ 100 cum per hour
hour
1.000
1541.00
1541.00
P&M-059
KL
24.000
10.00
240.00
M-189
Machinery
Material Cost of water
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
690.74 759.81
Rate for 100 cum = a+b+c+d+e
8357.92
Rate per cum = (a+b+c+d+e)/100
83.58 say
Note
3.18
305
In case the earth cutting is done by dozer and pushed for filling in the embankment, the input of dozer in the cost of embankment shall be deleted as the same is already provided in the cost of excavation. However, if the earth is dumped by tippers from roadway cutting, the input of dozer for spreading is required to be provided. Construction of Subgrade and Earthen Shoulders
Page 8 of 264
84.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 3002 Unit = cum Taking output = 100 cum a)
b)
Labour Mate
day
0.040
151.44
6.06
L-12
Mazdoor
day
1.000
136.69
136.69
L-13
hour
1.670
1302.00
2174.34
P&M-026
tonne.km
175xL
2.46
8602.13
Lead =20 km & P&M058
Add 10 per cent of cost of carriage to cover cost of loading and unloading Dozer 80 HP for spreading @ 200 cum per hour
hour
0.500
3720.00
1860.00
P&M-014
Motor grader for grading @ 50 cum per hour
hour
2.000
2395.00
4790.00
P&M-032
Water tanker with 6 km lead
hour
4.000
200.00
800.00
P&M-060
Vibratory roller 8-10 tonnes @ 80 cum per hour
hour
1.250
1541.00
1926.25
P&M-059
KL
24.000
10.00
240.00
M-189
cum
100.000
28.00
2800.00
M-092
Machinery Hydraulic excavator1 cum bucket capacity @ 60 cum per hour Tipper 10 tonne capacity
c)
860.21
Material Cost of water Compensation for earth taken from private land
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
2419.57 2661.52
Cost for 100 cum = a+b+c+d+e
29276.77
Rate per cum = (a+b+c+d+e)/100
292.77 say
3.19
305.3.4
293.00
Compacting Original Ground Case-I Compacting original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. Unit = cum Taking output = 600 cum a)
b)
c)
Labour Mate
day
0.120
151.44
18.17
L-12
Mazdoor
day
3.000
136.69
410.07
L-13
Tractor with ripper attachment
hour
9.000
282.50
2542.50
P&M-055
Motor grader for grading
hour
6.000
2395.00
14370.00
P&M-032
Water tanker 6 KL capacity
hour
4.000
200.00
800.00
P&M-060
Vibratory roller 8-10 tonne @ 80 cum/hour
hour
7.500
1541.00
11557.50
P&M-059
KL
24.000
10.00
Machinery
Material Cost of water
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
M-189
3293.21
Cost for 600 cum = a+b+c+d+e
36225.27
Rate per cum = (a+b+c+d+e)/600
60.38 say
3.19
240.00 2993.82
60.00
Case-II :Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Unit = cum Taking output = 600 cum a)
b)
c)
Labour Mate
day
0.080
151.44
12.12
L-12
Mazdoor
day
2.000
136.69
273.38
L-13
Tractor with ripper attachment
hour
6.000
282.50
1695.00
P&M-055
Vibratory road roller 8-10 tonne capacity
hour
7.500
1541.00
11557.50
P&M-059
Water tanker6 KL capacity
hour
4.000
200.00
800.00
P&M-060
KL
24.000
10.00
240.00
M-189
Machinery
Material Cost of water
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
1457.80 1603.58
Cost for 600 cum = (a+b+c+d+e)
17639.37
Rate per sqm = (a+b+c+d+e)/600
29.40 say
3.20
305
Stripping and Storing Top Soil
Page 9 of 264
29.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth. Unit = cum Taking output = 10 cum a)
b)
Labour Mate
day
0.200
151.44
30.29
L-12
Mazdoor
day
5.000
136.69
683.45
L-13
hour
0.100
3720.00
372.00
P&M-014
Machinery Dozer 80 HP @ 100 cum per hour
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
108.57 119.43
Cost for 10 cum = (a+b+c+d)
1313.74
Rate per cum = (a+b+c+d)/10
131.37 say
131.00
Stripping, Storing and Re-laying Top Soil from Borrow Areas in Agriculture Fields. Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels and satisfaction of the farmer.
3.21
Unit = cum Taking output = 300 cum a)
b)
Labour Mate
day
0.080
151.44
12.12
L-12
Mazdoor
day
2.000
136.69
273.38
L-13
hour
6.000
3720.00
22320.00
Machinery Dozer, 80 HP
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
2486.60
Cost for 300 cum = (a+b+c+d)
27352.65
Rate per cum = (a+b+c+d)/300
91.18 say
3.22
307
P&M-014
2260.55
91.00
Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering. Unit = sqm Taking output = 100 sqm a)
b)
c)
Labour Mate
day
0.120
151.44
18.17
L-12
Mazdoor for preparation of ground and fetching of sods
day
3.000
136.69
410.07
L-13
Water tanker including watering for 3 months
hour
2.000
200.00
400.00
P&M-060
Tractor-trolley
hour
1.000
282.50
282.50
P&M-053
cum
0.180
364.00
65.52
M-167
KL
12.000
10.00
120.00
M-189
Machinery
Material Farm yard manure @ 0.18 cum per 100 sqm at site of work Cost of water
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
129.63 142.59
Cost for 100 sqm = a+b+c+d+e
1568.48
Rate per 100 sqm = (a+b+c+d+e)/100
15.68 say
3.23
308
16.00
Seeding and Mulching Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of 0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 308. Unit = sqm Taking output = 240 sqm a)
b)
Labour Mate
day
0.400
151.44
60.58
L-12
Mazdoor
day
10.000
136.69
1366.90
L-13
hour
14.000
200.00
2800.00
P&M-060
hour
2.400
282.50
678.00
P&M-053
Machinery Water tanker 6 KL capacity including watering for 3 months Tractor-trolley
c)
Material Seeds
kg
3.600
243.00
874.80
M-162
Sludge/Farm yard manure @ 0.18 cum per 100 sqm
cum
0.430
364.00
156.52
M-167
Bitumen Emulsion
litre
55.200
49.92
2755.31
M-077
Jute netting, open weave, 2.5 cm square opening
sqm
264.000
61.00
16104.00
M-121
KL
84.000
10.00
840.00
M-189
Cost of water for 3 months Page 10 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
Quantity
Rate Rs
Cost Rs 2563.61 2819.97
Cost for 240 sqm = a+b+c+d+e
31019.69
Rate per sqm = (a+b+c+d+e)/240
129.25 say
3.24
309
Remarks/ Input ref.
129.00
Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) Unit = metre Taking output = 10 metres A
Mechanical means a)
Labour Mate
day
0.010
151.44
1.51
L-12
Mazdoor for dressing of bed and side of drain
day
0.250
136.69
34.17
L-13
hour
0.330
1302.00
429.66
P&M-026
b)
Machinery
c)
Hydraulic Excavator 0.3 cum bucket capacity @ 30 metres per hour Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
46.53 51.19
Cost for 10 metres = a+b+c+d
563.07
Rate per metre = (a+b+c+d)/10
56.31 say
3.24
B
a)
Labour Mate
day
0.080
151.44
12.12
L-12
Mazdoor
day
2.000
136.69
273.38
L-13
b)
Overhead charges @ 0.1 on (a)
28.55
c)
Contractor's profit @ 0.1 on (a+b)
31.40
Cost for 10 metres = a+b+c
345.45
Rate per metre = (a+b+c)/10
34.54 say
Note
3.25
309
56.00
Manual Means
35.00
Where lining of drain is provided, quantity shall be worked out based on approved design and drawing and priced on rate of cement concrete of approved grade or stone/brick masonry as the case may be. Surface Drains in Ordinary Rock Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site. Unit = metre Taking output = 10 metres
A
Mechanical Means a)
Labour Mate
day
0.020
151.44
3.03
L-12
Mazdoor for dressing of bed and side of drain
day
0.500
136.69
68.35
L-13
hour
0.670
1302.00
872.34
P&M-026
b)
Machinery
c)
Hydraulic Excavator 0.3 cum bucket capacity @ 15 metres per hour Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
94.37 103.81
Cost for 10 metres = a+b+c+d
1141.89
Rate per metre = (a+b+c+d)/10
114.19 say
3.25
B
a)
Labour Mate
day
0.120
151.44
18.17
L-12
Mazdoor
day
3.000
136.69
410.07
L-13
b)
Overhead charges @ 0.1 on (a)
42.82
c)
Contractor's profit @ 0.1 on (a+b)
47.11
Cost for 10 metres = a+b+c
518.17
Rate per metre = (a+b+c)/10
51.82 say
3.26
3.27
114.00
Manual Means
309
Surface Drains in Hard Rock
309
Rate per metre may be worked out based on quantity of hard rock as per design. For rate of hard rock cutting, refer relevant item in this chapter Sub-Surface Drains with Perforated Pipe
Page 11 of 264
52.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site. Unit = metre Taking output = 10 metres a)
c)
Labour Mate
day
0.040
151.44
6.06
L-12
Mazdoor for excavation and back filling
day
2.000
136.69
273.38
L-13
metre
10.000
243.00
2430.00
M-135
cum
2.400
894.00
2145.60
M-012
Material Perforated pipe of cement concrete, internal dia 100 mm Crushed stone as per table 300-3
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
485.50 534.05
Cost for 10 metres = a+b+c+d+e
5874.60
Rate per metre = (a+b+c+d+e)/10
587.46 say
Note 3.28
309
587.00
Type of pipe may be modified depending upon provision in design. Aggregate Sub-Surface Drains Construction of aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilised in roadway. Unit = metre Taking output = 10 metres a)
b)
Labour Mate
day
0.020
151.44
3.03
L-12
Mazdoor for excavation and back filling with aggregates
day
1.500
136.69
205.04
L-13
cum
1.350
894.00
1206.90
M-012
Material Crushed stone as per table 300-3
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
141.50 155.65
Cost for 10 metres = a+b+c+d
1712.11
Rate per metre = (a+b+c+d)/10
171.21 say
3.29
309
171.00
Underground Drain at Edge of Pavement Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads. Unit = Running metre Taking output = one metre a) Earthwork in soil
cum
1.500
36.00
b) RCC work M-20
cum
0.495
4650.00
Rate per metre = (a+b) 3.30
310
Rates for these items may be taken from chapters on earth work and substructures respectively. Preparation and Surface Treatment of Formation.
say
Item No. 3.13 2301.75 Item 12.8 (C) RCC 2355.75 54.00
2356.00
Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310. Unit = sqm Taking output = 3500sqm a)
b)
c)
Labour Mate
day
0.280
151.44
42.40
L-12
Mazdoor
day
6.000
136.69
820.14
L-13
Mazdoor skilled
day
1.000
164.69
164.69
L-15
Smooth 3 wheeled steel roller 8-10 tonnes
hour
3.000
460.00
1380.00
P&M-044
Water tanker 6 KL, one trip per hour
hour
3.000
200.00
600.00
P&M-060
KL
18.000
10.00
180.00
M-189
Machinery
Material Cost of water
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
318.72 350.60
Cost for 3500 sqm = a+b+c+d+e
3856.55
Rate per sqm = (a+b+c+d+e)/3500
1.10 say
3.31
313
Construction of Rock fill Embankment
Page 12 of 264
1.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313. Unit = cum Taking output = 100 cum a)
b)
c)
Labour Mate
day
0.040
151.44
6.06
L-12
Mazdoor
day
1.500
136.69
205.04
L-13
Dozer 80 HP for spreading @ 200 cum per hour
hour
0.500
3720.00
1860.00
P&M-014
Vibratory road roller 8-10 tonnes @ 100 cum per hour
hour
1.000
1541.00
1541.00
P&M-059
Water tanker 6 KL, one trip per hour
hour
2.000
200.00
400.00
P&M-060
KL
12.000
10.00
120.00
M-189
Machinery
Material Cost of water
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
413.21 454.53
Cost for 100 cum = a+b+c+d+e
4999.83
Rate per cum = (a+b+c+d+e)/100
50.00 say
Note
50.00
It is assumed that rock is available locally at site from roadway cutting. In case, portion of the rock requires breaking to acceptable size of 300 mm, breaking charges will have to be added. EARTH WORK ON HILL ROAD
3.32
301
Excavation in Hill Area in Soil by Mechanical Means Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres. Unit = cum Taking output = 260 cum a)
b)
Labour Mate
day
0.240
151.44
36.35
L-12
Mazdoor for trimming slopes and helping in excavation etc. Machinery
day
6.000
136.69
820.14
L-13
Dozer 80 HP (D-80 A 12)@ 43.28 cum per hour
hour
6.000
3720.00
22320.00
P&M-014
Front end loader
hour
6.000
806.00
4836.00
P&M-017
Tipper 5.5cum capacity, 4 trips per hour.
hour
12.000
339.00
4068.00
P&M-048
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
3208.05 3528.85
Cost for 260 cum = a+b+c+d
38817.39
Rate per cum = (a+b+c+d)/260
149.30 say
Note
3.33
149.00
In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth shall be disposed off on the valley side. Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres.
301
Unit = cum Taking output = 170 cum a)
b)
Labour Mate
day
0.320
151.44
48.46
L-12
Mazdoor
day
8.000
136.69
1093.52
L-13
Dozer 80 HP (D-80 A 12)@ 28.32 cum per hour
hour
6.000
3720.00
22320.00
P&M-014
Front end loader
hour
7.000
806.00
5642.00
P&M-017
Tipper 5.5cum capacity, 4 trips per hour.
hour
7.000
339.00
2373.00
P&M-048
Machinery
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
3147.70 3462.47
Cost for 170 cum = a+b+c+d
38087.15
Rate per cum = (a+b+c+d)/170
224.04 say
Note
3.34
301
In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth can be disposed off on the valley side. Excavation in Hilly Areas in Hard Rock Requiring Blasting
Page 13 of 264
224.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres. Unit = cum Taking output = 170 cum a)
b)
c)
Labour Mate
day
0.490
151.44
74.21
L-12
Mazdoor
day
10.000
136.69
1366.90
L-13
Driller
day
2.000
264.50
529.00
L-06
Blaster
day
0.250
264.50
66.13
L-03
Dozer 80 HP (D-80 A 12)@ 28.32 cum per hour
hour
6.000
3720.00
22320.00
P&M-014
Air compressor 250 cfm with two jack hammer @ 20 cum per hour Front end loader
hour
5.000
319.00
1595.00
P&M-001
hour
7.000
806.00
5642.00
P&M-017
Tipper 5.5cum capacity, 4 trips per hour.
hour
7.000
339.00
2373.00
P&M-048
kg
35.000
146.00
5110.00
M-104
each
140.000
14.56
Machinery
Materials Gelatine 80 per cent
d)
Electric Detonators @ 1 Detonator for 2 Gelatine sticks of 125 gms each Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
4111.46 4522.61
Cost for 170 cum = a+b+c+d+e
49748.70
Rate per cum = (a+b+c+d+e)/170
292.64 say
Note
2038.40 M-094 /100
293.00
In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth can be disposed off on the valley side. In case of hill roads, the altitude effect comes into play. The output of men and machines decreases progressively after 2100 m elevation leading to increase in cost . High altitude effect has been explained in the basic approach.
3.35
Work in Urban Roads The cost of earth work in urban roads inhabited area will be comparatively higher due to following reasons: a) There is mixed traffic on urban roads like slow moving hand and animal driven carts, rickshaws, cycles, two/ three wheeler apart from the usual vehicular traffic resulting into traffic jams. This causes loss of working time which may be in the range of 10 -15 per cent b) There is considerable disruption of traffic adversely affecting the efficiency of the working parties including machines due to congestion caused by pedestrian traffic, local road side venders, parking of vehicles by the road side, encroachments by the shopkeepers and local shops who make use of the berms of the road in front of these shops and unauthorised conversion of road berms into mini local market The output of manpower and machines is substantially reduced due to factors mentioned above. c) Cost of living in urban areas is comparatively more resulting into higher wages. d) At times, work is executed during night time due to heavy traffic during day time. This involves extra expenditure by way of making arrangement for lighting and special transport for working parties due to odd hour In the light of above, the authorities engaged in preparing the cost estimates may exercise their judgment and cater for the additional cost to the extent of 2 to 3 per cent, keeping in view the severity of factors mentioned above. Supporting details for the extra cost based on the actual conditions in specific cases will have to give in justification.
3.36
Suggest ive
Embankment Construction with Flyash/Pond ash available from coal or lignite burning Thermal Plants as waste material. Construction of embankment with Flyash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved plans. Unit = cum Taking output = 360 cum a)
b)
Labour Mate
day
0.160
151.44
24.23
L-12
Mazdoor
day
4.000
136.69
546.76
L-13
hour
6.000
1302.00
7812.00
P&M-026
tonne.km
432 x L
2.46
56272.64
Lead =53 km & P&M058
Machinery Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum/hour Tipper 10Tcapacity flyash 360 x 1.2 = 432 tonnes
Add 10 per cent of cost of carriagefor loading and unloading Page 14 of 264
5627.26
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Dozer 80 HP for spreading @ 200 cum/hour
hour
1.800
3720.00
6696.00
P&M-014
Motor Grader for grading @ 100 cum/hour
hour
3.600
2395.00
8622.00
P&M-032
Water tanker6 KL capacity
hour
12.000
200.00
2400.00
P&M-060
Vibratory Roller 8-10 tonne @ 100 cum/hour
hour
3.600
1541.00
5547.60
P&M-059
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
9354.85 10290.33
Cost for 360 cum = a+b+c+d
113193.68
Rate per cum = (a+b+c+d)/360
314.43 say
Note
Remarks/ Input ref.
1.As flyash is available free of cost as waste material from Thermal Plants, cost of material has not been added. 2.The earth cover on sides and intermediate layers of earth sandwiching the flyash have not been included in this analysis. The same are required to be provided as per approved design and priced separately as embankment construction.
Page 15 of 264
314.00
CHAPTER - 4 SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERS Sr No
Ref. to MoRTH Spec.
4.1
401
Description
A
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Granular Sub-Base with Close Graded Material (Table:400-1) Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Unit = cum Taking output = 225 cum (450 tonne) a) Labour Mate Mazdoor skilled Mazdoor b) Machinery Wet mix plant @ 75 tonne capacity per hour Electric generator 125 KVA Water tanker 6 KL capacity 5 km lead with one trip per hour Front end loader 1 cum bucket capacity Tipper 10 tonne
Add 10 per cent of cost of carriage to cover loading and unloading Motor Grader 110 HP Vibratory roller 8-10 t c) Material Close graded Granular sub-base Material as per table 400-1
4.1A
4.1A
4.1A
(i)
(ii)
(iii)
For Grading-I Material 53 mm to 9.5 mm @ 50 per cent 9.5 mm to 2.36 mm @ 20 per cent 2.36 mm below @ 30 per cent Cost of water OR For Grading-II Material 26.5 mm to 9.5 mm @ 35 per cent 9.5 mm to 2.36 mm @ 25 per cent 2.36 mm below @ 40 per cent Cost of water OR For Grading-III Material 9.5 mm to 4.75 mm @ 35 per cent 4.75 mm to 2.36 mm @ 12.5 per cent 2.36 mm below @ 52.5 per cent Cost of water Rate per cum for grading-I Material d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 225 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/225
day day day
0.400 2.000 8.000
151.44 164.69 136.69
60.58 329.38 1093.52
L-12 L-15 L-13
hour hour hour
6.000 6.000 4.500
2195.03 652.00 200.00
13170.15 3912.00 900.00
P&M-093 P&M-018 P&M-060
hour tonne.km
6.000 450 x L
806.00 2.46
4836.00 1105.99
P&M-017 Lead =1 km & P&M058
110.60 hour hour
6.000 6.000
2395.00 1541.00
14370.00 9246.00
P&M-032 P&M-059
cum cum cum KL
144.000 57.000 86.400 27.000
867.00 867.00 867.00 10.00
124848.00 49419.00 74908.80 270.00
M-013 M-017 M-020 M-189
cum cum cum KL
100.800 72.000 115.200 27.000
867.00 867.00 867.00 10.00
87393.60 62424.00 99878.40 270.00
M-015 M-017 M-020 M-189
cum cum cum KL
100.800 36.000 151.200 27.000
867.00 867.00 867.00 10.00
87393.60 31212.00 131090.40 270.00
M-016 M-018 M-020 M-189
say
29858.00 32843.80 361281.81 1605.70 1606.00
say
29910.02 32901.02 361911.26 1608.49 1608.00
say
29910.02 32901.02 361911.26 1608.49 1608.00
Rate per cum for grading-II Material d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 225 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/225 Rate per cum for grading-III Material d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 225 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/225
Page 1 of 264
Sr No
Ref. to MoRTH Spec.
Description Note
Unit
Any one of the grading for material may be adopted as per design
Page 2 of 264
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Sr No 4.1
Ref. to MoRTH Spec.
Description B
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Unit = cum Taking output = 300 cum a)
b)
c)
Labour Mate
day
0.480
151.44
72.69
L-12
Mazdoor skilled
day
2.000
164.69
329.38
L-15
Mazdoor unskilled
day
10.000
136.69
1366.90
L-13
Motor Grader 110 HP @ 50 cum
hour
6.000
2395.00
14370.00
P&M-032
Vibratory roller 8 -10 tonne
hour
6.000
1541.00
9246.00
P&M-059
Tractor - Rotavator
hour
12.000
0.00
0.00
P&M-054
Water tanker 6 KL capacity
hour
3.000
200.00
600.00
P&M-060
53 mm to 9.5 mm @ 50 per cent
cum
384.000
836.17
321089.28
M-013
9.5 mm to 2.36 mm @ 20 per cent
cum
0.000
836.17
0.00
M-017
2.36 mm below @ 30 per cent
cum
0.000
836.17
0.00
M-020
KL
18.000
10.00
180.00
M-189
Machinery
Material
Close graded Granular sub-base Material as per table 400-1 For Grading-I Material
Cost of water OR 4.1B
(i)
Rate per cum for grading-I Material d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
34725.43 38197.97
Cost for 300 cum = a+b+c+d+e
420177.64
Rate per cum = (a+b+c+d+e)/300
1400.59
Add 1 % labour Cess
14.01 1414.60 say
4.1B
(ii)
1414.60
Rate per cum for grading-II Material d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
35139.78 38653.76
Cost for 300 cum = a+b+c+d+e
425191.34
Rate per cum = (a+b+c+d+e)/300
1417.30
Add 1 % labour Cess
14.17 1431.48 say
4.1B
(iii)
1431.48
Rate per cum for grading-III Material d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
35287.76 38816.54
Cost for 300 cum = a+b+c+d+e
426981.95
Rate per cum = (a+b+c+d+e)/300
1423.27
Add 1 % labour Cess
14.23 1437.51 say
Note
Any one of the grading for material may be adopted as per design
Page 3 of 264
1437.51
Sr No
Ref. to MoRTH Spec.
4.2
401
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Granular Sub-Base with Coarse Graded Material (Table:400- 2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Unit = cum Taking output = 300 cum a)
b)
c)
Labour Mate
day
0.400
151.44
60.58
L-12
Mazdoor skilled
day
2.000
164.69
329.38
L-15
Mazdoor
day
8.000
136.69
1093.52
L-13
Mortar Grader 110 HP @ 50 cum per hour
hour
6.000
2395.00
14370.00
P&M-032
Vibratory roller 8 -10 tonne
hour
6.000
1541.00
9246.00
P&M-059
Water tanker 6 KL capacity
hour
3.000
200.00
600.00
P&M-060
53 mm to 26.5 mm @ 35 per cent
cum
134.400
867.00
116524.80
M-029
26.5 mm to 4.75 mm @ 45 per cent
cum
172.800
867.00
149817.60
M-026
2.36 mm below @ 20 per cent (Coarse Sand)
cum
76.800
992.30
76208.64
M-022
KL
18.000
10.00
180.00
M-189
26.5 mm to 4.75 mm @ 75 per cent
cum
288.000
867.00
249696.00
M-026
2.36 mm below @ 25 per cent
cum
96.000
992.30
95260.80
M-022
KL
18.000
10.00
180.00
M-189
9.5 mm to 4.75 mm @ 66 per cent
cum
255.000
867.00
221085.00
M-025
2.36 mm below @ 34 per cent
cum
129.000
992.30
128006.70
M-022
KL
18.000
10.00
180.00
M-189
Machinery
Material
For coarse graded Granular sub-base Materials per table 4002 For grading-I Material
Cost of water OR For Grading-II Material
Cost of water OR For Grading-III Material
Cost of water 4.2
(i)
Rate per cum for grading-I Material d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
36843.05 40527.36
Cost for 300 cum = a+b+c+d+e
445800.92
Rate per cum = (a+b+c+d+e)/300
1486.00 say
4.2
(ii)
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
37083.63 40791.99
Cost for 300 cum = a+b+c+d+e
448711.89
Rate per cum = (a+b+c+d+e)/300
1495.71 say
4.2
(iii)
1496.00
Rate per cum for grading-III Material d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
37497.12 41246.83
Cost for 300 cum = a+b+c+d+e
453715.12
Rate per cum = (a+b+c+d+e)/300
1512.38 say
Note
1486.00
Rate per cum for grading-II Material
Any one of the grading for material may be adopted as per design
Page 4 of 264
1512.00
Sr No
Ref. to MoRTH Spec.
4.12
406
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Unit = cum Taking output = 225 cum (495 tonnes) a)
b)
Labour Mate
day
0.480
151.44
72.69
L-12
Mazdoor skilled
day
2.000
164.69
329.38
L-15
Mazdoor
day
10.000
136.69
1366.90
L-13
Wet mix plant of 75 tonne hourly capacity
hour
9.000
2195.03
19755.23
P&M-094
Electric generator 125 KVA
hour
6.000
652.00
3912.00
P&M-018
Front end loader 1 cum capacity
hour
6.000
806.00
4836.00
P&M-017
Paver finisher
hour
6.000
975.00
5850.00
P&M-035
Vibratory roller 8 - 10 tonne
hour
6x0.65
1541.00
6009.90
P&M-059
Smooth 3 wheeled steel roller @ 8-10 tonnes.
hour
12.000
Water tanker 6 KL capacity
hour
3.000
200.00
600.00
P&M-060
tonne.km
495 x L
2.46
1216.59
Lead =1 km & P&M058
Machinery
or
Tipper
c)
Add 10 per cent of cost of carriage to cover cost of loading and unloading Material ( Table 400-11)
121.66
45 mm to 22.4 mm@ 30 per cent
cum
89.100
1007.77
89792.31
M-034
22.4 mm to 2.36 mm @ 40 per cent
cum
118.800
1011.94
120218.47
M-031
2.36 mm to 75 micron@ 30 per cent
cum
89.100
992.30
88413.93
M-022
KL
18.000
10.00
180.00
M-189
Cost of water d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
34267.51 37694.26
Cost for 225 cum = a+b+c+d+e
414636.81
Rate per cum = (a+b+c+d+e)/225
1842.83
Add 1 % labour Cess
18.43 1861.26 say
Note
1861.26
1. Though vibratory roller is required only for 3 hours as per norms, the same is required to be available at site for 6 hours to match with other machines. The usage rates of vibratory roller may be multiplied with a factor of 0.65 2. As three wheeled smooth steel rollers are commonly in use, the same has been provided as an alternative which can be used if the thickness of individual layer does not exceed 100 mm..
4.13
407
Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407 Unit = cum Taking output =21 cum a)
b)
Labour Mate
day
0.240
151.44
36.35
L-12
Mazdoor
day
6.000
136.69
820.14
L-13
hour
1.000
200.00
200.00
P&M-060
Machinery Water tanker 6 KL with 5 km lead and 1 trip per hour Page 5 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Plate compactor @ 3.5 cum per hour c)
Quantity
Rate Rs
Cost Rs
hour
6.000
101.70
KL
6.000
10.00
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
60.00
M-189
189.94 2089.29
Rate per cum = (a+b+c+d+e)/21
99.49 say
407
P&M-086
172.67
Cost for 21 cum = a+b+c+d+e
4.14
610.20
Material Cost of water
Note
Remarks/ Input ref.
99.00
This analysis provides for median and island with earthen top. In case the surface is required to be turfed or planted with shrubs, the same is required to be provided separately as per analysis given in the chapter on horticulture. In case granular fill is required to be paved, quantities of paving are required to be calculated as per approved design and paid separately. Construction of Median and Island with Soil Taken from Borrow Areas Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407 Unit = cum Taking output = 21 cum a)
b)
Labour Mate
day
0.160
151.44
24.23
L-12
Mazdoor
day
4.000
136.69
546.76
L-13
Water tanker with 5 km lead
hour
1.000
200.00
200.00
P&M-060
Plate Compactor @ 3.5 cum per hour
hour
6.000
101.70
610.20
P&M-086
Hydraulic Excavator1.0 cum bucket capacity @60 cum per hour Tipper 10 tonne capacity
hour
0.500
1302.00
651.00
P&M-026
tonne.km
52.5 x L
2.46
2580.64
Lead =20 km & P&M058
Machinery
Add 10 per cent of cost of transportation to cover cost of loading and unloading c) Material Cost of water
258.06
KL
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
6.000
10.00
542.40
Cost for 21 cum = a+b+c+d+e
5966.38
Rate per cum = (a+b+c+d+e)/ 21
284.11 say
Note
4.15
This analysis provides for median and island with earthen top. In case the surface is required to be turfed or planted with shrubs, the same is required to be provided separately as per analysis given in the chapter on horticulture. In case surface finish is of hard type, the same may be provided separately as per approved design. Construction of Shoulders A. Earthen Shoulders The rate as applicable for sub-grade construction may be adopted. B. Hard Shoulders Rate as applicable for sub-base and or base may be adopted as per approved design. C. Paved shoulders The rate may be adopted as applicable for different layers of pavement depending upon approved design of paved shoulders.
4.16
409
60.00 493.09
Footpaths and Separators
Page 6 of 264
284.00
M-189
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel.. Unit = sqm Taking output = 300 sqm a)
b)
c)
Labour Mate
day
1.360
151.44
205.96
Mason
day
4.000
223.36
893.44
L-12 L-11
Mazdoor
day
30.000
136.69
4100.70
L-13
Vibratory road roller 8 -10 tonnes @60 cum per hour
hour
0.750
1541.00
1155.75
P&M-059
Water tanker 6 KL capacity @ 1 trip per hour
hour
2.000
200.00
400.00
P&M-060
Concrete mixer 0.4/0.28 cum per hour
hour
6.000
233.00
1398.00
P&M-009
53 mm to 26.5 mm @ 35 per cent
cum
20.790
867.00
18024.93
M-029
26.5 mm to 4.75 mm @ 45 per cent
cum
26.730
867.00
23174.91
M-026
2.36 mm below @ 20 per cent
cum
11.880
867.00
10299.96
M-022
Aggregate 12 mm crushed @ 0.9 cum of concrete
cum
6.750
1028.00
6939.00
M-052
Sand @ 0.45 cum/cum of concrete
cum
3.380
710.46
2401.35
M-005
tonne
1.880
5000.00
9400.00
M-081
Machinery
Material
i) For Granular sub base material
ii) For cement concrete grade M157.5 cum
Cement iii) For cement plaster 1:3 Sand Cement
cum
3.840
710.46
2728.17
M-005
tonne
1.830
5000.00
9150.00
M-081
each
3300.000
15.00
49500.00
M-184
metre
22.500
243.00
5467.50
M-137
KL
12.000
10.00
120.00
M-189
iv) Pre-cast cement concrete tiles Tiles size 300 x 300 mm and 25 mm thick v) RCC pipes Pipes 200 mm dia,2.5 m long for drainage vi) Cost of water d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
14535.97 15989.56
Cost for 300 sqm = a+b+c+d+e
175885.20
Rate per sqm = (a+b+c+d+e)/300
586.28 say
4.17
410
586.00
Crusher Run Macadam Base Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base Unit = cum Taking output = 360 cum A
By Mix in Place Method a)
b)
c)
Labour Mate
day
0.480
151.44
72.69
L-12
Mazdoor skilled
day
2.000
164.69
329.38
L-15
Mazdoor
day
10.000
136.69
1366.90
L-13
Tractor attached with rotavator @ 25 cum per hour
hour
12.000
282.50
3390.00
P&M-054
Motor grader 110 HP
hour
6.000
2395.00
14370.00
P&M-032
Vibratory roller 8 -10 tonnes @ 60 cum per hour
hour
6.000
1541.00
9246.00
P&M-059
Water tanker 6 KL capacity
hour
6.000
200.00
1200.00
P&M-060
Machinery
Material
Aggregate at site i) For 53 mm maximum size Page 7 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
63 mm to 45 mm @ 33 per cent
cum
157.460
949.00
149429.54
M-038
22.5 mm to 5.6 mm@ 32 per cent
cum
151.060
1000.67
151160.71
M-032
Below 5.6 mm @ 35 per cent
cum
166.680
1066.89
177829.23
M-030
KL
36.000
10.00
360.00
M-189
Cost of water Or ii) For 45 mm maximum size 45 mm to 22.5 mm@ 5 per cent
cum
24.120
920.50
22202.46
M-034
22.4 mm to 5.6 mm@ 50 per cent
cum
237.600
1000.67
237758.40
M-032
Below 5.6 mm@ 45 per cent
cum
213.480
1066.89
227759.68
M-030
KL
36.000
10.00
360.00
M-189
Cost of water 4.17A
(i)
For 53 mm maximum size d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
50875.44 55962.99
Cost for 360.0cum = a+b+c+d+e
615592.88
Rate per cum = (a+b+c+d+e)/360
1709.98
or 4.17A
(ii)
say
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
51805.55 56986.11
Cost for 360.0cum = a+b+c+d+e
626847.17
Rate per cum = (a+b+c+d+e)/360
1741.24 say
Note 4.17
B
1710.00
For 45 mm maximum size
1741.00
Any one of the aggregate grading may be adopted By Mixing Plant : Unit = cum Taking output = 225 cum (450 tonnes) a)
b)
Labour Mate
day
0.280
151.44
42.40
L-12
Mazdoor skilled
day
1.000
164.69
164.69
L-15
Mazdoor
day
6.000
136.69
820.14
L-13
Wet mix plant @ 75 tonne per hour
hour
6.000
2195.03
13170.15
P&M-093
Electric generator 125 KVA
hour
6.000
652.00
3912.00
P&M-018
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
Motor grader 110 HP
hour
6.000
2395.00
14370.00
P&M-032
Vibratory roller 8 - 10 tonne
hour
6.000
1541.00
9246.00
P&M-059
Water tanker 6 KL capacity
hour
3.000
200.00
600.00
P&M-060
tonne.km
450 x L
2.46
1105.99
Lead =1 km & P&M058
Machinery
Tipper 10 tonne capacity
c)
Add 10 per cent of cost of carriage to cover cost of loading and unloading Material
110.60
Aggregate at site i) For 53 mm maximum size 63 mm to 45 mm @ 33 per cent
cum
98.400
949.00
22.5 mm to 5.6 mm@ 32 per cent Below 5.6 mm @ 35 per cent
93381.60
M-038
cum
94.410
cum
104.180
1000.67
94472.94
M-032
1066.89
111148.60
M-030
Or ii) For 45 mm maximum size 45 mm to 22.5 mm@ 5 per cent
cum
15.060
920.50
13862.73
M-034
22.4 mm to 5.6 mm@ 50 per cent
cum
148.500
1000.67
148599.00
M-032
Below 5.6 mm@ 45 per cent
cum
133.430
1066.89
142355.13
M-030
KL
18.000
10.00
180.00
M-189
Cost of water 4.17 B
(i)
For 53 mm maximum size d)
Overhead charges @ 0.1 on (a+b+c)
34738.11
e)
Contractor's profit @ 0.1 on (a+b+c+d)
38211.92
Page 8 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Cost for 225cum = a+b+c+d+e
420331.14
Rate per cum = (a+b+c+d+e)/225
1868.14 say
4.17 B
(ii)
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
35337.48 38871.23 427583.55
Rate per cum = (a+b+c+d+e)/360
1187.73 say
Suggest ive
1868.00
For 45 mm maximum size
Cost for 360.0cum = a+b+c+d+e
4.18
Remarks/ Input ref.
1188.00
Lime, Flyash Stabilised Soil Sub-Base Construction of Sub-base using lime - Flyash admixture with granular soil, free from organic matter/ deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 per cent, Flyash to conform to gradation as per clause 4.3 of IRC: 88-1984, lime + Flyash content ranging between 10 to 30 per cent, the minimum un-confined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7.5kg/sq, cm and 25 per cent respectively, all as specified in IRC: 88-1984. Unit = cum Taking output = 480 cum (720 tonnes, density 1.50 t/cum) Assumptions made Total mass taken for analysis = 720 t Lime + Flyash admixture @ 20 per cent = 0.2 x 720=144 t Soil = 720 -144 = 576 t 576 /1.6 = 360 cum Lime + Flyash = 144 t Ratio Lime 4 : Flyash 16 Lime = 29 kg. Flyash = 115 kg. a)
b)
c)
Labour Mate
day
0.240
151.44
36.35
L-12
Mazdoor
day
6.000
136.69
820.14
L-13
Mazdoor (Skilled)
day
1.000
164.69
164.69
L-15 P&M-026
Machinery Hydraulic Excavator 0.90 cum bucket capacity @ 60cum/hr. for 360 cum soil Tipper 10T capacity for carriage of soil 576 tonnes
hour
6.000
1302.00
7812.00
tonne.km
576 x L
2.46
28411.59
Tipper 10T capacity for carriage of 115 tonnes Flyash
tonne.km
115 x L
2.46
Tipper 10T capacity for carriage of 29 tonnes of lime from store to work site Add 10 per cent of cost of carriage to cover cost of loading and unloading Tractor with disc harrows for pulverisation
hour
3.000
339.00
hour
6.000
282.50
1695.00
P&M-053
Motor Grader 110 HP @ 50 cum per hour for mixing inplace and grading Vibratory roller 8 - 10 tonne
hour
9.600
2395.00
22992.00
P&M-032
hour
6.000
1541.00
9246.00
P&M-059
Water tanker 6 KL capacity
hour
12.000
200.00
2400.00
P&M-060
tonne
29.000
4500.00
130500.00
M-188
cum
360.000
28.00
10080.00
M-092
Lead =20 km & P&M058 14979.99 Lead =53 km & P&M058 1017.00
P&M-048
101.70
Material Slaked Lime Compensation for earth taken from private source
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 480 cum = a+b+c+d+e
23025.65 25328.21 278610.31
Page 9 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Rate per cum= (a+b+c+d+e)/480
580.44 say
Note
1.Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be clearly stated in the cost estimate. 2.Cost of Flyash has not been considered as same will be available free of cost. Only carriage of Flyash has been provided. 3.Lime + Flyash has been taken as 20 per cent of total mass and ratio of lime and Flyash as 1:4 for estimating purposes. Total quantities will be as per approved design.
Page 10 of 264
580.00
Remarks/ Input ref.
CHAPTER - 5 BASES AND SURFACE COURSES (BITUMINOUS) Sr No
Ref. to MoRTH Spec.
5.1
502
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means. Unit = sqm Taking output = 3500 sqm a) Labour Mate Mazdoor b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Bitumen pressure distributor @ 1750 sqm per hour Water tanker 6 KL capacity @ 1 trip per hour c) Material Bitumen emulsion @ 0.85 kg per sqm Cost of water d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 3500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3500 Add 1 % labour Cess
day day
0.080 2.000
151.44 136.69
12.12 273.38
L-12 L-13
hour hour hour hour
2.800 2.800 2.000 1.000
357.00 319.00 1073.00 200.00
999.60 893.20 2146.00 200.00
P&M-031 P&M-001 P&M-004 P&M-060
tonne KL
2.975 6.000
47937.00 10.00
142612.58 60.00 14719.69 16191.66 178108.21 50.89 0.51 51.40 51.40
say Note
Bitumen primer has been provided @ 0.850 kg per sqm as per clause 502.8. Payment shall be made with adjustment, plus or minus, for the variation between this quantity and the actual quantity approved by the Engineer after the preliminary trials referred to in clause No. 502.4.3.
Page 1 of 264
M-077 M-189
Sr No 5.2
Ref. to MoRTH Spec.
Description
503
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Unit = sqm Taking output = 3500 sqm a) Labour Mate Mazdoor b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Bitumen pressure distributor @ 1750 sqm per hour c) Material Bitumen emulsion @ 0.25 kg per sqm d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 3500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3500 Add 1 % labour Cess
day day
0.080 2.000
151.44 136.69
12.12 273.38
L-12 L-13
hour hour hour
2.800 2.800 2.000
357.00 319.00 1073.00
999.60 893.20 2146.00
P&M-031 P&M-001 P&M-004
tonne
0.875
49915.00
43675.63 4799.99 5279.99 58079.90 16.59 0.17 16.76 16.76
M-077
say Note
1. Bitumen emulsion has been provided @ 0.20 kg per sqm as per clause 503.8. Payment shall be made with adjustment, plus or minus, for the variation between this quantity and actual quantity approved by the Engineer after preliminary trials referred to in clause No. 503.4.3 2. An output of 3500 sqm has been considered in case of prime coat and tack coat which can be covered by bituminous courses on the same day.
Page 2 of 264
Sr No 5.3
Ref. to MoRTH Spec.
Description
504
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Bituminous Macadam Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Unit = cum Taking output = 205 cum (450 tonnes) a) Labour
b)
Mate
day
0.840
151.44
127.21
L-12
Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction
day
16.000
136.69
2187.04
L-13
Skilled mazdoor for checking line & levels
day
5.000
164.69
823.45
L-15
Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output Mechanical broom hydraulic @ 1250 sqm per hour
hour
6.000
23405.00
140430.00
P&M-021
hour
2.200
357.00
785.40
P&M-031
Air compressor 250 cfm
hour
2.200
319.00
701.80
P&M-001
Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA
hour
6.000
2674.00
16044.00
P&M-034
hour
6.000
1906.88
11441.25
P&M-081
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
tonne.km
450 x L
2.46
1105.99
Lead =1 km & P&M058
Machinery
Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to cover cost of loading and unloading Smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling.
c)
Finish rolling with 6-8 tonnes smooth wheeled tandem roller. Material i) Bitumen@ 3.3 per cent of mix
110.60 hour
6.00x0.65*
460.00
1794.00
P&M-044
hour
6.00x0.65*
1541.00
6009.90
P&M-059
hour
6.00x0.65*
1144.00
4461.60
P&M-045
tonne
14.850
55132.00
818710.20
M-074
weight of mix = 205 x 2.2 = 450 tonne ii) Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 14.85 tonnes Weight of aggregate = 450 -14.85 = 435.15 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 290.1 cum *Grading I ( 40 mm nominal size ) 37.5 - 25 mm 15 per cent
cum
43.510
1011.94
44029.51
M-049
25 - 10 mm 45 per cent
cum
130.550
1103.60
144074.98
M-046
10 - 5 mm 25 per cent
cum
72.530
1078.94
78255.52
M-040
5 mm and below15 per cent
cum
43.510
992.30
43174.97
M-030
25 - 10 mm 40 per cent
cum
116.040
1103.60
128061.74
M-046
10 - 5 mm 40 per cent
cum
116.040
1078.94
125200.20
M-040
5 mm and below 20 per cent
cum
58.020
992.30
57573.25
M-030
or GradingII(19 mm nominal size)
(i)
* Any one of the alternative may be adopted as per approved design for Grading I ( 40 mm nominal size ) d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
131910.34 145101.38
Cost for 205 cum = a+b+c+d+e
1596115.13
Rate per cum = (a+b+c+d+e)/205 (For Grading I)
7785.93
Add 1 % labour Cess
77.86 7863.79 say
(ii)
7863.79
for GradingII(19 mm nominal size) d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 205 cum = a+b+c+d+e
132040.36 145244.40 1597688.38
Page 3 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Rate per cum = (a+b+c+d+e)/205 (For Grading-II)
7793.60
Add 1 % labour Cess
77.94 7871.54 say
Page 4 of 264
7871.54
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description Note
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
*1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been multiplied by a factor of 0.65. 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor. 4. In case BM is laid over freshly laid tack coat, provision of Mechanical broom and 2 mazdoors for the same shall be deleted as the same has been included in the cost of tack coat.
5.4
505
Bituminous Penetration Macadam Construction of penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction A
50 mm thick Unit = sqm Taking output = 4500 sqm (225 cum) a) Labour
b)
c)
Mate
day
0.320
151.44
48.46
L-12
Mazdoor including for brooming of key aggregates
day
6.000
136.69
820.14
L-13
Mazdoor skilled
day
2.000
164.69
329.38
L-15
Hydraulic self propelled chip spreader both for aggregates and key aggregates@ 1500 sqm per hour for 4500 x 2 sqm = 9000 sqm
hour
6.000
2635.00
15810.00
P&M-025
Bitumen pressure distributor for @ 1750 sqm per hour
hour
2.570
1073.00
2757.61
P&M-004
Tipper 5.5 cum capacity for carriage of aggregates from stockpile to chip spreader Vibratory roller 8 tonnes
hour
10.000
339.00
3390.00
P&M-048
hour
6.000
1541.00
9246.00
P&M-059
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
tonne
22.500
55132.00
1240470.00
M-074
cum
270.000
968.60
261522.00
M-033
cum
67.500
1000.67
67545.00
M-031
Machinery
Material Bitumen@ 5 kg per sqm
d)
Crushed stone coarse aggregate passing 45 mm and retained on 2.8 mm sieve @ 0.06 cum per sqm Key aggregates passing 22.4 mm and retained on 2.8 mm sieve @ 0.015 cum per sqm Overhead charges @ 0.1 on (a+b+c)
Page 5 of 264
160677.46
Sr No
Ref. to MoRTH Spec.
Description e)
Unit
Quantity
Rate Rs
Cost Rs
Contractor's profit @ 0.1 on (a+b+c+d)
176745.20
Cost for 4500 sqm = a+b+c+d+e
1944197.25
Rate per sqm = (a+b+c+d+e)/4500
432.04 say
Note 5.4
B
Remarks/ Input ref.
432.00
2 tippers will be needed to match the capacity of chip spreader and front end loader. 75 mm thick Unit = sqm Taking output = 4500 sqm (337.5 cum compacted). a) Labour
b)
c)
Mate
day
0.400
151.44
60.58
L-12
Mazdoor including for brooming of key aggregates
day
8.000
136.69
1093.52
L-13
Mazdoor skilled
day
2.000
164.69
329.38
L-15
Hydraulic self propelled chip spreader both for aggregates and key aggregates@ 1500 sqm per hour for 4500 x 2 sqm Bitumen pressure distributor for@ 1750 sqm per hour
hour
6.000
2635.00
15810.00
P&M-025
hour
2.570
1073.00
2757.61
P&M-004
Tipper 5.5 cum capacity for carriage of aggregates from stockpile to chip spreader Vibratory roller 8 tonnes
hour
10.000
339.00
3390.00
P&M-048
hour
6.000
1541.00
9246.00
P&M-059
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
tonne
30.600
55132.00
1687039.20
M-074
cum
405.000
982.00
397710.00
M-037
cum
81.000
867.00
70227.00
M-026
Machinery
Material Bitumen@ 6.8 kg per sqm
d)
Crushed stone coarse aggregate (loose passing 63 mm and retained on 2.8 mm sieve @ 0.09 cum per sqm Key aggregates passing 26.5 mm and retained on 2.8 mm sieve @ 0.018 cum per sqm Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
219249.93 241174.92
Cost for 4500 sqm = a+b+c+d+e
2652924.14
Rate per sqm = (a+b+c+d+e)/4500
589.54 say
Note 5.5
506
590.00
2 tippers and 2 rollers will be needed to match the capacity of chip spreader and front end loader. Built-up-Spray Grout Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm Unit = sqm Taking output = 3000 sqm (225 cum) a) Labour
b)
c)
d)
Mate
day
0.400
151.44
60.58
L-12
Mazdoor including for brooming of key aggregates
day
8.000
136.69
1093.52
L-13
Mazdoor skilled
day
2.000
164.69
329.38
L-15
Hydraulic self propelled chip spreader both for aggregates and key aggregates@ 1500 sqm per hour for 3000 x 3 sqm
hour
6.000
2635.00
15810.00
P&M-025
Bitumen pressure distributor for 3000 x 2 sqm @ 1750 sqm per hour Tipper 5.5 cum capacity
hour
3.430
1073.00
3680.39
P&M-004
hour
10.000
339.00
3390.00
P&M-048
Vibratory roller 8 tonnes
hour
6.000
1541.00
9246.00
P&M-059
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
Bitumen30 kg per 10 sqm @ 15 kg per 10 sqm for each layer Crushed stone coarse aggregate passing 53 mm and retained on 2.8 mm sieve @ 0.5 cum per 10 sqm for each layer
tonne
9.000
55132.00
496188.00
M-074
cum
300.000
990.25
297075.00
M-035
Key aggregates passing 22.4 mm and retained on 2.8 mm sieve @ 0.13 cum per 10 sqm Overhead charges @ 0.1 on (a+b+c)
cum
39.000
1000.67
39026.00
M-031
Machinery
Material
Page 6 of 264
87073.49
Sr No
Ref. to MoRTH Spec.
Description e)
Unit
Quantity
Rate Rs
Cost Rs
Contractor's profit @ 0.1 on (a+b+c+d)
95780.84
Cost for 3000 sqm = a+b+c+d+e
1053589.19
Rate per sqm = (a+b+c+d+e)/3000
351.20 say
Note
2 tippers will be needed to match the capacity of hydraulic chip spreader and front end loader.
Page 7 of 264
351.00
Remarks/ Input ref.
Sr No 5.6
Ref. to MoRTH Spec.
Description
505
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Unit = cum Taking output = 195 cum (450 tonnes) a) Labour
b)
Mate
day
0.840
151.44
127.21
L-12
Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction
day
16.000
136.69
2187.04
L-13
Skilled mazdoor for checking line & levels
day
5.000
164.69
823.45
L-15
Batch mix HMP @ 75 tonne per hour
hour
6.000
13842.00
83052.00
P&M-022
Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA
hour
6.000
2674.00
16044.00
P&M-034
hour
6.000
1906.88
11441.25
P&M-081
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
tonne.km
450 x L
2.46
1105.99
Lead =1 km & P&M058
Machinery
Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to cover cost of loading and unloading smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling.
c)
110.60 hour
6.00x0.65*
460.00
1794.00
P&M-044
hour
6.00x0.65*
1541.00
6009.90
P&M-059
hour
6.00x0.65*
1144.00
4461.60
P&M-045
tonne
20.250
56122.00
1136470.50
M-074
25 - 10 mm 30 per cent
cum
85.950
1103.60
94854.42
M-046
10 - 5 mm 28 per cent
cum
80.220
1078.94
86552.57
M-040
5 mm and below 40 per cent
cum
114.600
992.30
113717.58
M-030
tonne
8.595
4500.00
38677.50
M-188
Finish rolling with 6-8 tonnes smooth wheeled tandem roller. Materials Bitumen @ 4.50 per cent of weight of mix Aggregate
Total weight of mix = 450 tonnes Weight of bitumen = 20.25 tonnes Weight of aggregate = 450 -20.25 = 429.75 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 286.50 cum Grading - 2 26.5 mm (Nominal Size) 50-75 mm
Filler @ 2 per cent of weight of aggregates.
(i)
* Any one of the alternative may be adopted as per approved design For Grading 1 ( 37.5 mm nominal size ) 75-100 mm d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
159671.18 175638.30
Cost for 205 cum = a+b+c+d+e
1932021.27
Rate per cum = (a+b+c+d+e)/195 (For Grading I)
9907.80
Add 1 % labour Cess
99.08 10006.88 say
(ii)
10006.88
For Grading 2 ( 26.5 mm nominal size) 50-75 mm d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
160226.56 176249.22
Cost for 205 cum = a+b+c+d+e
1938741.38
Rate per cum = (a+b+c+d+e)/195 (For Grading-II)
9942.26
Add 1 % labour Cess
99.42 10041.69 say
Page 8 of 264
10041.69
Sr No
Ref. to MoRTH Spec.
Description Note
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
*1. Although the roller are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been multiplied by a factor of 0.65. 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor. 4. In case DBM is laid over freshly laid tack coat, provision of mechanical broom and 2 mazdoors shall be deleted as the same has been included in the cost of tack coat. 5. The individual density for each size of aggregates to be used for construction I.e. 37.5-25 mm, 25-10 mm etc. should be found in the laboratory and accordingly the quantities should be ammended for use in field. The average density of 1.5 tonne/cum is only a reference density in this Data Book. 6. The individual percentage of aggregates should be calculated from the total weight of dry aggregates i.e.. excluding the weight of bitumen. The weight of filler will also be 2 per cent by weight of dry aggregates.
5.7
508
Semi-Dense Bituminous Concrete Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects Unit = cum Taking output = 195 cum (450 tonnes) a) Labour
b)
Mate
day
0.840
151.44
127.21
L-12
Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction
day
16.000
136.69
2187.04
L-13
Skilled mazdoor for checking line & levels
day
5.000
164.69
823.45
L-15
Batch mix HMP @ 75 tonne per hour
hour
6.000
17309.00
103854.00
P&M-022
Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA
hour
6.000
2674.00
16044.00
P&M-034
hour
6.000
1906.88
11441.25
P&M-081
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
tonne.km
450 x L
2.46
1105.99
Lead =1 km & P&M058
Machinery
Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to cover cost of loading and unloading Smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling.
c)
Finish rolling with 6-8 tonnes smooth wheeled tandem roller Material
110.60 hour
6.00x0.65*
460.00
1794.00
P&M-044
hour
6.00x0.65*
1541.00
6009.90
P&M-059
hour
6.00x0.65*
1144.00
4461.60
P&M-045
tonne
20.250
55132.00
1116423.00
M-074
* Grading I: 13 mm (Nominal Size) i) Bitumen@ 4.5 per cent of weight of mix ii) Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 20.25 tonnes Weight of aggregate = 450-20.25 = 429.75 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 286.5 cum 13.2 - 10 mm20 per cent
cum
57.300
1103.60
63236.28
M-044
10 - 5 mm 38 per cent
cum
108.870
1078.94
117464.20
M-040
Page 9 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
5 mm and below 40 per cent
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
cum
114.600
992.30
113717.58
M-030
tonne
8.620
4500.00
38790.00
M-188
tonne
22.500
55132.00
1240470.00
M-074
9.5 - 4.75 mm@ 57 per cent
cum
162.450
1078.94
175273.80
M-040
4.75 and below@ 41 per cent
cum
116.850
992.30
115950.26
M-030
tonne
8.620
4500.00
38790.00
M-188
Filler @ 2 per cent of weight of aggregates. or Grading II: 10 mm (Nominal Size) Bitumen@5 per cent of weight of mix weight of mix = 450 tonne Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 22.5 tonnes Weight of aggregate = 450 -22.50 = 427.50 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 285 cum
Filler @ 2 per cent of weight of aggregates.
(i)
*Any one of the alternative may be adopted as per approved design for Grading I ( 13 mm nominal size ) d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
160242.61 176266.87
Cost for 205 cum = a+b+c+d+e
1938935.57
Rate per cum = (a+b+c+d+e)/195 (For Grading I)
9943.26 say
5.7
(ii)
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
172327.91 189560.70
Cost for 205 cum = a+b+c+d+e
2085167.70
Rate per cum = (a+b+c+d+e)/195 (For Grading-II)
10693.17 say
Note
9943.00
for GradingII(10 mm nominal size)
*1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been multiplied by a factor of 0.65 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor. 4. In case SDBC is laid over freshly laid tack coat, provision of broom and 2 mazdoor shall be deleted as the same has been included in the cost of tack coat. 5. The quantity of Bitumen to be adjusted as per job mix formula.
Page 10 of 264
10693.00
Sr No 5.8
Ref. to MoRTH Spec.
Description
509 / 507
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Unit = cum Taking output = 191 cum (450 tonnes) a) Labour
b)
Mate
day
0.840
151.44
127.21
L-12
Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction Skilled mazdoor for checking line & levels
day
16.000
136.69
2187.04
L-13
day
5.000
164.69
823.45
L-15
Batch mix HMP @ 75 tonne per hour
hour
6.000
13842.00
83052.00
P&M-022
Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA
hour
6.000
2674.00
16044.00
P&M-034
hour
6.000
1906.88
11441.25
P&M-081
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
tonne.km
450 x L
2.46
1105.99
Lead =1 km & P&M058
Machinery
Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to cover cost of loading and unloading Smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling.
c)
110.60 hour
6.00x0.65*
460.00
1794.00
P&M-044
hour
6.00x0.65*
1541.00
6009.90
P&M-059
hour
6.00x0.65*
1144.00
4461.60
P&M-045
tonne
24.300
56122.00
1363764.60
M-074
20 - 10 mm 35 per cent
cum
99.330
1103.60
109620.59
M-045
10 - 5 mm 23 per cent
cum
65.274
1078.94
70426.73
M-040
5 mm and below 40 per cent
cum
113.520
992.30
112645.90
M-030
tonne
8.514
4500.00
38313.00
M-188
13.2 - 10 mm30 per cent
cum
85.500
1103.60
94357.80
M-044
10 - 5 mm 25 per cent
cum
71.250
1078.94
76874.48
M-040
5 mm and below43 per cent
cum
122.550
992.30
121606.37
M-030
tonne
8.620
4500.00
38790.00
M-188
Finish rolling with 6-8 tonnes smooth wheeled tandem roller. Material i) Bitumen@ 5.4 per cent of weight of mix
ii) Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 24.30 tonnes Weight of aggregate = 450 -24.30 = 425.70 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 283.80 cum * Grading - 1-19 mm (Nominal Size) 50 mm
Filler @ 2 per cent of weight of aggregates. or Grading - 2-13.2 mm (Nominal Size) 30-40 mm
Filler @ 2 per cent of weight of aggregates.
(i)
*Any one of the alternative may be adopted as per approved design for Grading-I ( 13 mm nominal size ) d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
182676.38 200944.02
Cost for 205 cum = a+b+c+d+e
2210384.26
Rate per cum = (a+b+c+d+e)/191
11572.69
Add 1 % labour Cess
115.73 11688.42 say
5.8
(ii)
11688.42
for Grading-II(10 mm nominal size) d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 205 cum = a+b+c+d+e
182738.63 201012.49 2211137.39
Page 11 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Rate per cum = (a+b+c+d+e)/191 (For Grading-II)
Remarks/ Input ref.
11576.64
Add 1 % labour Cess
115.77 11692.40 say
Note
11692.40
*1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been multiplied by a factor of 0.65 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor. 4. In case BC is laid over freshly laid tack coat, provision of mechanical broom and 2 mazdoors shall be deleted as the same has been included in the cost of tack coat. 5. The individual density for each size of aggregates to be used for construction i.e. 37.5-25 mm, 25-10 mm etc. should be found in the laboratory and accordingly the quantities should be ammended for use in field. The average density of 1.5 tonne/cum is only a reference density in this Data Book. 6. The individual percentage of aggregates should be calculated from the total weight of dry aggregates i.e.. excluding the weight of bitumen. The weight of filler will also be 2 per cent by weight of dry aggregates.
5.9
510
Surface Dressing Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller Unit = sqm Taking output = 9000 sqm Case -1 :-19 mm nominal chipping size a) Labour
b)
c)
Mate
day
0.440
151.44
66.63
L-12
Mazdoor
day
9.000
136.69
1230.21
L-13
Mazdoor skilled
day
2.000
164.69
329.38
L-15
Mechanical broom @ 1250 sqm per hour
hour
7.200
357.00
2570.40
P&M-031
Air compressor 250 cfm
hour
7.200
319.00
2296.80
P&M-001
Hydraulic self propelled chip spreader @ 1500 sqm per hour Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chip spreader Front end loader 1 cum bucket capacity
hour
6.000
2635.00
15810.00
P&M-025
hour
6.000
339.00
2034.00
P&M-048
hour
6.000
806.00
4836.00
P&M-017
Bitumen pressure distributor
hour
6.000
1073.00
6438.00
P&M-004
Smooth wheeled roller 8-10 tonne weight
hour
6.000
460.00
2760.00
P&M-044
tonne
10.800
55132.00
595425.60
M-074
cum
135.000
1028.00
138780.00
M-053
Machinery
Material Bitumen@ 1.20 kg per sqm
d)
Crushed stone chipping,19 mm nominal size @ 0.015 cum per sqm Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
77257.70 84983.47
Cost for 9000 sqm = a+b+c+d+e
934818.20
Rate per sqm = (a+b+c+d+e)/9000
103.87 say
5.9
104.00
Case - II 13 mm nominal size chipping a) Labour
b)
Mate
day
0.440
151.44
66.63
L-12
Mazdoor
day
9.000
136.69
1230.21
L-13
Mazdoor skilled
day
2.000
164.69
329.38
L-15
Mechanical broom @ 1250 sqm per hour
hour
7.200
357.00
2570.40
P&M-031
Air compressor 250 cfm
hour
7.200
319.00
2296.80
P&M-001
Machinery
Page 12 of 264
Sr No
Ref. to MoRTH Spec.
Description
c)
Unit
Quantity
Rate Rs
Cost Rs
Hydraulic self propelled chip spreader @ 1500 sqm per hour Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chip spreader Front end loader 1 cum bucket capacity
hour
6.000
2635.00
15810.00
P&M-025
hour
6.000
339.00
2034.00
P&M-048
hour
6.000
806.00
4836.00
P&M-017
Bitumen pressure distributor @ 1750 sqm per hour
hour
6.000
1073.00
6438.00
P&M-004
Vibratory roller 8-10 tonne weight
hour
6.000
1541.00
9246.00
P&M-059
tonne
9.000
55132.00
496188.00
M-074
cum
90.000
1028.00
92520.00
M-052
Material Bitumen@ 1.00 kg per sqm
d)
Crushed stone chipping,13 mm nominal size @ 0.01 cum per sqm Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
63356.54 69692.20
Cost for 9000 sqm = a+b+c+d+e
766614.16
Rate per sqm = (a+b+c+d+e)/9000
85.18 say
Note
5.10
Remarks/ Input ref.
85.00
1.Where the proposed aggregate fails to pass the stripping test, an approved adhesion agent may be added to the binder as per clause 510.2.4. Alternatively, chips may be pre-coated as per clause 510.2.5 2.Input for the second coat, where required, will be the same as per the Ist coat mentioned above Open - Graded Premix Surfacing
511
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. Unit = sqm Taking output = 10250 sqm (205 cum) (i)
Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . a) Labour
b)
Mate
day
0.840
151.44
127.21
L-12
Mazdoor working with HMP, road sweeper, paver and roller Skilled mazdoor for checking line & levels
day
16.000
136.69
2187.04
L-13
day
5.000
164.69
823.45
L-15
i) Batch type HMP 75 tonne per hour
hour
6.000
23405.00
140430.00
P&M-021
ii) Electric Generator Set 250 KVA
hour
6.000
1906.88
11441.25
P&M-081
iii) Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
tonne.km
450 x L
2.46
1105.99
Lead =1 km & P&M058
Machinery
iv) Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to cover cost of loading and unloading v) Paver finisher hydrostatic with sensor attachment iv) Smooth wheeled/tandom roller 8-10 tonnes weight c)
110.60 hour
6.000
2674.00
16044.00
P&M-034
hour
6.000
1144.00
6864.00
P&M-045
tonne
14.970
55132.00
825326.04
M-074
cum
276.750
998.50
276334.88
M-043
Material Bitumen@ 14.60 kg per 10 sqm
d)
Crushed stone chipping,13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
128563.05 141419.35
Cost for 10250 sqm = a+b+c+d+e
1555612.85
Rate per sqm = (a+b+c+d+e)/10250
151.77 say
Page 13 of 264
152.00
Sr No
Ref. to MoRTH Spec.
5.10
Description
Unit
Note
If a premix sand seal coat of 'B' type is proposed, the same is required to be provided over the open graded premix carpet immediately on the same day. As the same HMP and other machines will be used for laying of premix sand seal coat, out of 6 effective working hours, 4.00 hours may be utilised for laying of premix carpet and balance 2.00 hours for the seal coat. The rate for the premix sand seal coat under clause 513 (case II) has been worked out accordingly by utilising the HMP for 2.00 hours for the purpose of seal coat. In case type 'A' seal coat is proposed, HMP can be worked for six hours for the premix carpet as type 'A' seal coat does not require the use of HMP.
(ii)
Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion Unit = sqm
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Taking output = 900 sqm (24.3 cum) a) Labour
b)
c)
Mate
day
0.800
151.44
121.15
L-12
Mazdoor
day
18.000
136.69
2460.42
L-13
Mazdoor skilled
day
2.000
164.69
329.38
L-15
Concrete mixer 0.4/0.28 cum capacity
hour
6.000
233.00
1398.00
P&M-009
Smooth wheeled steel roller 8-10 tonne
hour
6.000
460.00
2760.00
P&M-044
tonne
1.940
55145.00
106981.30
M-073
cum
24.300
998.50
24263.55
M-043
Machinery
Material Cationic Bitumen Emulsion @ 21.50 kg per 10 sqm
d)
Crushed stone aggregates 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
13831.38 15214.52
Cost for 900 sqm = a+b+c+d+e
167359.70
Rate per sqm = (a+b+c+d+e)/900
185.96 say
5.11
512
186.00
Close Graded Premix Surfacing/Mixed Seal Surfacing Case I Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. Unit = sqm Taking output = 10250 sqm (205 cum) a) Labour
b)
Mate
day
0.840
151.44
127.21
L-12
Mazdoor working with HMP, road sweeper, paver and roller Skilled mazdoor for checking line & levels
day
16.000
136.69
2187.04
L-13
day
5.000
164.69
823.45
L-15
i) HMP of appropicate capacity.
hour
6.000
23405.00
140430.00
P&M-021
ii) Electric Generator Set 250 KVA
hour
6.000
1906.88
11441.25
P&M-081
iii) Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
tonne.km
450 x L
2.46
1105.99
Lead =1 km & P&M058
Machinery
iv) Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to cover cost of loading and unloading v) Paver finisher hydrostatic with sensor attachment iv) Smooth wheeled8-10 tonnes weight c)
110.60 hour
6.000
2674.00
16044.00
P&M-034
hour
6.000
460.00
2760.00
P&M-044
tonne
22.500
55132.00
1240470.00
M-074
cum
276.750
987.00
273152.25
M-041
Material
Type - A * Bitumen@ 22 kg per 10 sqm Stone crushed aggregates 11.2 mm to 0.09 @ 0.27 cum per 10 sqm or Type - B Page 14 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Bitumen @ 19 kg per 10 sqm
d)
Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27 cum per 10 sqm Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
tonne
19.480
55132.00
1073971.36
M-074
cum
276.750
1000.67
276934.50
M-042
169348.78 186283.66
Cost for 10250 sqm = a+b+c+d+e
2049120.22
Rate per sqm = (a+b+c+d+e)/10250
199.91 say
200.00
* Any one of the alternative may be adopted 5.12
513
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats Unit = sqm Taking output = 10250 sqm (92.25 cum) (i)
Case - I : Type A a) Labour
b)
c)
Mate
day
0.240
151.44
36.35
L-12
Mazdoor
day
6.000
136.69
820.14
L-13
Hydraulic self propelled chip spreader
hour
6.000
2635.00
15810.00
P&M-025
Tipper 5.5 cum capacity
hour
6.000
339.00
2034.00
P&M-048
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
Bitumen pressure distributor @ 1750 sqm per hour
hour
6.000
1073.00
6438.00
P&M-004
Smooth wheeled roller 8 -10 tonne weight
hour
6.000
460.00
2760.00
P&M-044
tonne
10.050
55132.00
554076.60
M-074
cum
92.250
969.00
89390.25
M-050
Machinery
Material Bitumen@ 9.80 kg per 10 sqm Crushed stone chipping of 6.7 mm size defined as 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
67620.13 74382.15
Cost for 10250 sqm = a+b+c+d+e
818203.62
Rate per sqm = (a+b+c+d+e)/10250
79.82 say
Note
5.12
(ii)
80.00
Since seal coat is provided immediately over the bituminous layers, mechanical broom for clearing has not been catered. Case - II : Type B Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. Unit = sqm Taking output = 7858 sqm (47.16 cum) a) Labour
b)
Mate
day
0.160
151.44
24.23
L-12
Mazdoor
day
4.000
136.69
546.76
L-13
Machinery HMP of 75 tonnes/hour.
hour
2.000
17309.00
34618.00
P&M-022
Electric Generator Set 250 KVA
hour
2.000
1906.88
3813.75
P&M-081
Front end loader 1 cum bucket capacity
hour
2.000
806.00
1612.00
P&M-017
tonne.km
104 x 'L'
2.46
255.61
Lead =1 km & P&M058
Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher hydrostatic with sensor attachment Smooth wheeled 8-10 tonnes capacity c)
25.56 hour
2.000
2674.00
5348.00
P&M-034
hour
2.000
460.00
920.00
P&M-044
tonne
5.340
55132.00
294404.88
M-074
cum
47.160
969.00
45698.04
M-050
Material Bitumen@ 6.80 kg per 10 sqm Crushed stone chipping of 6.7 mm size defined as passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.06 cum per 10 sqm
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 7858 sqm = a+b+c+d+e
38726.68 42599.35 468592.86
Rate per sqm = (a+b+c+d+e)/7858
59.63 Page 15 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs say
Note
5.13
514
Remarks/ Input ref.
60.00
Since seal coat is required to be provided over the premix carpet on the same day, out of the 6 working hours of the HMP, 4.00 hours are proposed to be utilised for the premix carpet and the balance 2.00 hours for the seal coat. Hence 2.00 hours have been considered for this case. This may be linked to rate analysis worked out under clause 511. Supply of Stone Aggregates for Pavement Courses Supply of stone aggregates from approved sources conforming to the physical requirement, specified in the respective specified clauses, including royalties, fees rents, collection, transportation, stacking and testing and measured in cum as per clause 514.5 Competitive market rates to be as certained. Alternatively, rates for stone crushing given in chapter 1may be adopted, if found economical. In case for supply of aggregates at site are not available, nearest crusher site may be as certained. Loading and un-loading charges and cost of carriage may be added to these rates to arrive at the cost at site.
5.14
515
Mastic Asphalt Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.
Unit = sqm Taking output = 35.00 sqm (0.87 cum ) assuming a density of 2.3 tonnes/cum.-2 tonnes a) Labour
b)
c)
Mate
day
0.440
151.44
66.63
L-12
Mazdoor
day
10.000
136.69
1366.90
L-13
Mazdoor skilled
day
1.000
164.69
164.69
L-15
Mechanical broom @ 1250 sqm per hour
hour
0.060
357.00
21.42
P&M-031
Air compressor 250 cfm
hour
0.060
319.00
19.14
P&M-001
Mastic cooker 1 tonne capacity
hour
6.000
62.00
372.00
P&M-030
Bitumen boiler 1500 litres capacity
hour
6.000
198.00
1188.00
P&M-005
Tractor for towing and positioning of mastic cooker and bitumen boiler Material
hour
1.000
282.50
282.50
P&M-053
tonne
0.204
55132.00
11246.93
M-074
cum
0.390
476.80
185.95
M-021
tonne
0.360
4500.00
1620.00
M-188
cum
0.550
998.50
549.18
M-043
cum
0.018
1213.00
21.83
M-142
kg
0.500
55.00
27.50
M-074
Machinery
Base mastic (without coarse aggregates) = 60 per cent Coarse aggregate (6.3mm to 13.2 mm) = 40 per cent . Proportion of material required for mastic asphalt with coarse aggregates (based on mix design done by CRRI for a specific case) I) Bitumen 85/25 or 30/40 @ 10.2 per cent by weight of mix. 2 x 10.2/100 = 0.204 ii) Fine aggregate passing 2.36mm and retained on 0.075mm sieve @ 31.9 per cent by weight of mix = 2 x 31.9/100 = 0.638 tonnes = 0.638/1.625 = 0.39 iii) Lime stone dust filler with calcium content not less than 80 per cent by weight @ 17.92 per cent by weight of mix = 2 x 17.92/100 = 0.36 iv) Coarse aggregates 6.3 mm to 13.2 mm @ 40 per cent by weight of mix = 2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55 v) Pre-coated stone chips of 13.2 mm nominal size for skid resistance = 35 x 0.005/10 = 0.018 vi) Bitumen for coating of chips @ 2 per cent by weight = 0.018 x 1.456 x 2/100 = 0.0005 MT = 0.5kg d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
1713.27 1884.59
Cost for 35.00 sqm = a+b+c+d+e
20730.53
Rate per sqm = (a+b+c+d+e)/35
592.30 Page 16 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs say
Note
1.The rates for 50 mm & 40 mm thick layers may be worked out on pro-rata basis. 2.Where tack coat is required to be provided before laying mastic asphalt, the same is required to be measured and paid separately. 3.The quantities of binder, filler and aggregates are for estimating purpose. Exact quantities shall be as per mix design. 4.This rate analysis is based on design made by CRRI for a specific case and is meant for estimating purposes only. Actual design is required to be done for each case.
Page 17 of 264
592.00
Remarks/ Input ref.
Sr No 5.15
Ref. to MoRTH Spec.
Description
Unit
516
Slurry Seal
512
Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface (i)
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
5 mm thickness Unit = sqm Taking output = 16000 sqm (80 cum) Taking density of 2.2 tonnes per cum weight of mix = 176 tonnes a) Labour
b)
c)
Mate
day
0.240
151.44
36.35
L-12
Mazdoor
day
6.000
136.69
820.14
L-13
Mechanical broom
hour
6.000
357.00
2142.00
P&M-031
Air compressor 250 cfm
hour
6.000
319.00
1914.00
P&M-001
Mobile slurry seal equipment
hour
6.000
1008.00
6048.00
P&M-033
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment, bitumen emulsion and filler.
hour
6.000
339.00
2034.00
P&M-048
Pneumatic tyred roller with individual wheel load not exceeding 1.5 tonnes Water tanker6 KL capacity
hour
6.000
1243.00
7458.00
P&M-037
hour
2.000
200.00
400.00
P&M-060
tonne
19.360
49915.00
966354.40
M-077
cum
102.080
1066.89
108908.13
M-030
tonne
3.520
5000.00
17600.00
M-188
KL
12.000
10.00
120.00
M-189
Machinery
Material Residual Binder @ 11 per cent of mix 80 x 2.2 x 0.11 Fine aggregate 4.75 mm and below 87 per cent of total mix,80 x 2.2 x 0.87 = 153.12 tonnes. Taking density1.5, = 153.12/1.5 = 102.08 cum Filler (ordinary Portland Cement) @ 2 per cent of total mix = 80 x 2.2 x 0.02 Cost of water
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
111867.10 123053.81
Cost for 16000 sqm = a+b+c+d+e
1353591.93
Rate per sqm = (a+b+c+d+e)/16000
84.60
Add 1 % labour Cess
0.85 85.45 say
Page 18 of 264
85.45
Sr No 5.15
Ref. to MoRTH Spec.
Description (ii)
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
3 mm thickness Unit = sqm Taking output = 20000 sqm (60 cum) a) Labour
b)
c)
Mate
day
0.200
151.44
30.29
L-12
Mazdoor
day
5.000
136.69
683.45
L-13
Mechanical broom
hour
6.000
357.00
2142.00
P&M-031
Air compressor 250 cfm
hour
6.000
319.00
1914.00
P&M-001
Mobile slurry seal equipment
hour
6.000
1008.00
6048.00
P&M-033
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment, bitumen emulsion and filler Water tanker6 KL capacity
hour
6.000
339.00
2034.00
P&M-048
hour
2.000
200.00
400.00
P&M-060
Residual Binder @ 13 per cent of mix = 60 x 2.2 x 0.13 Fine aggregate 3 mm and below 85 per cent of total mix, 60x 2.2 x 0.85 = 112.2 tonnes. Taking density 1.5,
tonne
17.160
49915.00
856541.40
M-077
cum
74.800
867.00
64851.60
M-022
Filler @ 2 per cent of total mix = 60x 2.2 x 0.02
tonne
2.640
4500.00
11880.00
M-188
KL
12.000
10.00
120.00
M-189
Machinery
Material
Cost of water d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
95148.07 104662.88
Cost for 30000 sqm = a+b+c+d+e
1151291.69
Rate per sqm = (a+b+c+d+e)/20000
57.56 say
5.15
(iii)
58.00
1.5 mm thickness Unit = sqm Taking output = 24000 sqm (36 cum) a) Labour
b)
c)
Mate
day
0.200
151.44
30.29
L-12
Mazdoor
day
5.000
136.69
683.45
L-13
Mechanical broom
hour
6.000
357.00
2142.00
P&M-031
Air compressor 250 cfm
hour
6.000
319.00
1914.00
P&M-001
Mobile slurry seal equipment
hour
6.000
1008.00
6048.00
P&M-033
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment, bitumen emulsion and filler.
hour
6.000
339.00
2034.00
P&M-048
Water tanker6 KL capacity
hour
2.000
200.00
400.00
P&M-060
Residual Binder @ 16 per cent of mix, 36 x 2.2 x 0.16
tonne
12.670
49915.00
632423.05
M-077
Fine aggregate 2.36 mm and below,82 per cent of total mix,36x 2.2 x 0.82 = 64.94 tonnes. Taking density 1.5
cum
43.300
867.00
37541.10
M-022
tonne
1.580
4500.00
7110.00
M-188
KL
12.000
10.00
120.00
M-189
Machinery
Material
Filler @ 2 per cent of total mix = 36x 2.2 x 0.02 Cost of water d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
69528.19 76481.01
Cost for 24000 sqm = a+b+c+d+e
841291.08
Rate per sqm = (a+b+c+d+e)/24000
35.05 say
Note
1.Tack coat, if required to be provided, before laying slurry seal may be measured and paid separately
Page 19 of 264
35.00
Sr No 5.16
Ref. to MoRTH Spec.
Description
517
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Recycling of Bituminous Pavement with Central Recycling Plant Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 517. Unit = cum Taking output = 120 cum (276 tonnes) a) Labour
b)
c)
Mate
day
0.480
151.44
72.69
L-12
Mazdoor
day
10.000
136.69
1366.90
L-13
Mazdoor skilled
day
2.000
164.69
329.38
L-15
Cold milling machine @ 20 cum per hour
hour
6.000
300.00
1800.00
P&M-069
Mechanical broom @ 1250 sqm per hour
hour
1.280
357.00
456.96
P&M-031
Air compressor 250 cfm
hour
1.280
319.00
408.32
P&M-001
Bitumen pressure distributor @ 1750 sqm per hour
hour
0.910
1073.00
976.43
P&M-004
Hot mix plant 100-120 TPH producing an average of 75 tonnes per hour Electric generator set 250 KVA
hour
3.000
23405.00
70215.00
P&M-021
hour
3.000
1906.88
5720.63
P&M-081
Front end loader 1.00 cum bucket capacity
hour
3.000
806.00
2418.00
P&M-017
Tipper 5.5 cum capacity
hour
18.000
339.00
6102.00
P&M-048
Smooth wheeled roller 8-10 tonnes
hour
3.00x0.65*
460.00
897.00
P&M-044
Vibratory roller 8 tonnes
hour
3.00x0.65*
1541.00
3004.95
P&M-059
Smooth wheeled tandem roller 6-8 tonnes
hour
3.00x0.65*
1144.00
2230.80
P&M-045
tonne
1.987
55132.00
109558.31
M-074
tonne
7.728
55132.00
426060.10
M-074
37.5 - 25 mm @ 23 per cent
cum
28.440
1011.94
28779.57
M-049
25 - 10 mm @ 15 per cent
cum
18.550
1103.60
20471.78
M-046
10- 5 mm @ 20 per cent
cum
24.730
1078.94
26682.19
M-040
Below 5 mm @40 per cent
cum
49.460
992.30
49079.16
M-030
tonne
5.520
5000.00
27600.00
M-081
Machinery
Material
i) Bitumen A bitumen content is 4.5 per cent bitumen weight of mix. For reclaimed material, fresh bitumen will be required to the extent of 60 per cent of normal requirement. In a mix of 276 tonnes, 82.8 tonne is reclaimed and balance 193.2 tonne is fresh mix. Bitumen required for reclaimed mix of 82.8 tonne @ 60 per cent = 82.8 x 0.60 x0.04 = 1.99 Bitumen required for fresh mix of 193.2 tonnes = 193.2 x 0.04 = 7.73 ii) Aggregates Percentage of mix requiring fresh aggregates - 70 per cent Weight of fresh mix = 276 x 0.70 = 193.2 tonne Weight of fresh aggregate in the mix = 193.2 x 0.96 = 185.47 tonne Taking average density of 1.5 tonnes/cum, total volume of aggregate = 123.65 cum. Size wise requirement of fresh aggregates
Filler (cement) @ 2 per cent = 5.52tonnes of 276 tonne d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
78423.02 86265.32
Cost for 120 cum of DBM = a+b+c+d+e
948918.49
Rate per cum = (a+b+c+d+e)/120
7907.65 say
Note
5.17
518
Although the total rolling time is only 4 hours as per norms, all the three rollers have to be available at site for 3 hours each to match with the output of re-cycling plant. To cater for their idling time, these have been multiplied with a factor of 0.65. Fog Spray Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing. Page 20 of 264
7908.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Unit = sqm Taking output = 10500 sqm a) Labour
b)
c)
Mate
day
0.120
151.44
18.17
L-12
Mazdoor
day
3.000
136.69
410.07
L-13
Mechanical broom @ 1250 sqm per hour
hour
6.000
357.00
2142.00
P&M-031
Air compressor 250 cfm
hour
6.000
319.00
1914.00
P&M-001
Bitumen emulsion pressure distributor @ 1750 sqm per hour Material
tonne
6.000
1073.00
6438.00
P&M-004
Bitumen emulsion @ 0.75 kg per sqm
tonne
7.880
49915.00
393330.20
Machinery
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
M-077
40425.24 44467.77
Cost for 10500 sqm = a+b+c+d+e
489145.46
Rate per sqm = (a+b+c+d+e)/10500
46.59 say
47.00
1.In case it is decided by the engineer to blind the fog spray, the following may be added a) Labour
b)
Mate
day
0.160
151.44
24.23
L-12
Mazdoor for precoating of grit
day
4.000
136.69
546.76
L-13
cum
26.250
867.00
22758.75
M-024
tonne
0.790
49915.00
39432.85
M-077
Material Crushed stone grit 3 mm size @ 3.75 kg per sqm Bitumen emulsion for precoating grit @ 2 per cent of grit,39.38 x 0.02
62762.59 5.98 say 5.18
519
6.00
Bituminous Cold Mix ( Including Gravel Emulsion) Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels. Unit = cum Taking output = 205 cum (450 tonne) (i)
Using bitumen emulsion and 9.5 mm or 13.2 mm size aggregate Composition of mix (450 tonne) is assumed to be as under:Bitumen Emulsion 8 per cent
By weight of total mix
Filler2 per cent Total aggregates 90 per cent Proportion of aggregates 19 mm to 9.5 mm25 per cent 9.5 mm to 6 mm29 per cent 6 mm to 0.075 mm 36 per cent a) Labour
b)
Mate
day
0.840
151.44
127.21
L-12
Mazdoor
day
16.000
136.69
2187.04
L-13
Mazdoor skilled
day
5.000
164.69
823.45
L-15
Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour. Electric generator 125 KVA
hour
6.000
3661.20
21967.20
P&M-077
hour
6.000
652.00
3912.00
P&M-018
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
tonne.km
450 x L
2.46
1105.99
Lead =1 km & P&M058
Machinery
Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher
c)
110.60 hour
6.000
2674.00
16044.00
P&M-034
Pneumatic tyred roller 12-15 tonnes
hour
6.00x0.65*
1243.00
4847.70
P&M-037
Smooth wheeled steel tandem roller 6-8 tonnes
hour
6.00x0.65*
1144.00
4461.60
P&M-045
tonne
36.000
49915.00
1796940.00
Material Bitumen emulsion @ 8 per cent Page 21 of 264
M-077
Sr No
Ref. to MoRTH Spec.
Description
Unit
Filler (lime)@ 2 per cent
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
tonne
9.000
4500.00
40500.00
M-188
Aggregates size 19 to 9.5 mm - 450 x 0.25 x 1/1.5
cum
75.000
1103.60
82770.00
M-045
Aggregates size 9.5 to 6 mm - 450 x 0.29 x 1/1.5
cum
87.000
1078.94
93867.78
M-040
Aggregates size 6 to 0.075 mm - 450 x 0.36 x 1/1.5
cum
108.000
992.30
107168.40
M-030
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
218166.90 239983.59
Cost for 205 cum = a+b+c+d+e
2639819.45
Rate per cum = (a+b+c+d+e)/205
12877.17 say
12877.00
(Applicable to cases I to IV) Note
1.Density of aggregates has been assumed 1.5 gms/cc 2. Tack coat where provided will be measured and paid separately. *3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a factor of 0.65
5.18
(ii)
Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate Composition of mix (450 tonne) is assumed to be as under:Bitumen Emulsion 8 per cent Filler2 per cent Total aggregates 90 per cent Proportion of aggregates 37.5 mm to 19 mm25 per cent 19 mm to 6 mm 30 per cent 6 mm to 0.075 mm 35 per cent a) Labour
b)
Mate
day
0.840
151.44
127.21
L-12
Mazdoor
day
16.000
136.69
2187.04
L-13
Mazdoor skilled
day
5.000
164.69
823.45
L-15
Drum mix plant for cold mixes 60-90 tonne per hour producing average output of 75 tonnes per hour Electric generator 125 KVA
hour
6.000
3661.20
21967.20
P&M-077
hour
6.000
652.00
3912.00
P&M-018
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
tonne.km
450 x L
2.46
1105.99
Lead =1 km & P&M058
Machinery
Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher
c)
110.60 hour
6.000
2674.00
16044.00
P&M-034
Pneumatic tyred roller 12-15 tonnes
hour
6.00x0.65*
1243.00
4847.70
P&M-037
Smooth wheeled steel tandom roller 6-8 tonnes
hour
6.00x0.65*
1144.00
4461.60
P&M-045
Bitumen emulsion @ 8 per cent
tonne
36.000
49915.00
1796940.00
M-077
Filler (lime)@ 2 per cent
tonne
9.000
4500.00
40500.00
M-188
Aggregates size 37.5 to 19 mm - 450 x 0.25 x 1/1.5
cum
75.000
956.33
71725.00
M-048
Aggregates size 19 to 6 mm - 450 x 0.3 x 1/1.5
cum
90.000
1000.67
90060.00
M-047
Aggregates size 6 to 0.075 mm - 450 x 0.35 x 1/1.5
cum
105.000
992.30
104191.50
M-030
Material
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
216383.93 238022.32
Cost for 205 cum = a+b+c+d+e
2618245.54
Rate per cum = (a+b+c+d+e)/205
12771.93 say
Note
1.Density of aggregates has been assumed 1.5 gms/cc 2. Tack coat where provided will be measured and paid separately. *3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a factor of 0.65
5.18
(iii)
Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate Page 22 of 264
12772.00
Sr No
Ref. to MoRTH Spec.
Description Composition of mix (450 tonne) under:Cutback bitumen 5 per cent Filler (lime)
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
is assumed to be as
2 per cent
Total aggregates 93 per cent Proportion of aggregates 19 mm to 9.5 mm26 per cent 9.5 mm to 6 mm31 per cent 6 mm to 0.075 mm 36 per cent a) Labour
b)
Mate
day
0.840
151.44
127.21
L-12
Mazdoor
day
16.000
136.69
2187.04
L-13
Mazdoor skilled
day
5.000
164.69
823.45
L-15
Drum mix plant for cold mixes 60-90 tonne per hour producing average output of 75 tonnes per hour Electric generator 125 KVA
hour
6.000
3661.20
21967.20
P&M-077
hour
6.000
652.00
3912.00
P&M-018
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
tonne.km
450 x L
2.46
1105.99
Lead =1 km & P&M058
Machinery
Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher
c)
110.60 hour
6.000
2674.00
16044.00
P&M-034
Pneumatic tyred roller 12-15 tonnes
hour
6.00x0.65*
1243.00
4847.70
P&M-037
Smooth wheeled steel tandem roller 6-8 tonnes
hour
6.00x0.65*
1144.00
4461.60
P&M-045
Cutback bitumen @ 5 per cent
tonne
22.500
47937.00
1078582.50
M-076
Filler (lime)@ 2 per cent
tonne
9.000
4500.00
40500.00
M-188
Aggregates size 19 to 9.5 mm - 450 x 0.26 x 1/1.5
cum
78.000
1103.60
86080.80
M-045
Aggregates size 9.5 to 6 mm - 450 x 0..31 x 1/1.5
cum
93.000
1078.94
100341.42
M-040
Aggregates size 6 to 0.075 mm - 450 x 0.36 x 1/1.5
cum
108.000
992.30
107168.40
M-030
Material
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
147309.59 162040.55
Cost for 205 cum = a+b+c+d+e
1782446.05
Rate per cum = (a+b+c+d+e)/205
8694.86 say
Note
8695.00
1.Density of aggregates has been assumed 1.5 gms/cc 2. Tack coat where provided will be measured and paid separately. *3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a factor of 0.65
5.18
(iv)
Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate Composition of mix (450 tonne) is assumed to be as under:Cutback bitumen 5 per cent Filler2 per cent Total aggregates 93 per cent Proportion of aggregates 37.5 mm to 19 mm25 per cent 19 mm to 6 mm 30 per cent 6 mm to 0.075 mm 38 per cent a) Labour
b)
Mate
day
0.840
151.44
127.21
L-12
Mazdoor
day
16.000
136.69
2187.04
L-13
Mazdoor skilled
day
5.000
164.69
823.45
L-15
Drum mix plant for cold mixes 60-90 tonne per hour producing output of 75 tonnes per hour Electric generator 125 KVA
hour
6.000
3661.20
21967.20
P&M-077
hour
6.000
652.00
3912.00
P&M-018
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
tonne.km
450 x L
2.46
1105.99
Lead =1 km & P&M058
Machinery
Tipper 10 tonne capacity
Page 23 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher
c)
Quantity
Rate Rs
Cost Rs 110.60
hour
6.000
2674.00
16044.00
P&M-034
Pneumatic tyred roller 12-15 tonnes.
hour
6.00x0.65*
1243.00
4847.70
P&M-037
Smooth wheeled steel tandem roller 6-8 tonnes
hour
6.00x0.65*
1144.00
4461.60
P&M-045
Cutback bitumen on @ 5 per cent
tonne
22.500
47937.00
1078582.50
M-076
Filler (lime)@ 2 per cent
tonne
9.000
4500.00
40500.00
M-188
Aggregates size 37.5 to 19 mm - 450 x 0.25 x 1/1.5
cum
75.000
956.33
71725.00
M-048
Aggregates size 19 to 6 mm - 450 x 0.3 x 1/1.5
cum
90.000
1000.67
90060.00
M-047
Aggregates size 6 to 0.075 mm - 450 x0.38 x 1/1.5
cum
114.000
992.30
113122.20
M-030
Material
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
145441.25 159985.37
Cost for 205 cum = a+b+c+d+e
1759839.11
Rate per cum = (a+b+c+d+e)/205
8584.58 say
Note
Remarks/ Input ref.
8585.00
1.Density of aggregates has been assumed 1.5 gms/cc 2. Tack coat where provided will be measured and paid separately. *3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a factor of 0.65
5.19
520
Sand Asphalt Base Course Providing, laying and rolling sand-asphalt base course composed of sand, mineral filler and bituminous binder on a prepared sub-grade or sub-base to the lines, levels, grades and cross sections as per the drawings including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing. Unit = cum Taking output = 205 cum (450 tonne) a) Labour
b)
Mate
day
0.840
151.44
127.21
L-12
Mazdoor
day
16.000
136.69
2187.04
L-13
Mazdoor skilled
day
5.000
164.69
823.45
L-15
Hot Mix Plant of appropriate capacity but not less than 75 tonnes/hour Electric generator set 250 KVA
hour
6.000
13842.00
83052.00
P&M-023
hour
6.000
1906.88
11441.25
P&M-081
Front end loader 1 cum bucket capacity
hour
6.000
806.00
4836.00
P&M-017
tonne.km
450 x L
2.46
1105.99
Lead =1 km & P&M058
Machinery
Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher
c)
110.60 hour
6.000
2674.00
16044.00
P&M-034
smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling.
hour
6.00x0.65
460.00
1794.00
P&M-044
hour
6.00x0.65
1541.00
6009.90
P&M-059
Finish rolling with 6-8 tonnes smooth wheeled tandom rollers. Material
hour
6.00x0.65
1144.00
4461.60
P&M-045
Bitumen@ 5 per cent
tonne
22.500
55132.00
1240470.00
M-074
Filler (lime)@ 2 per cent
tonne
9.000
4500.00
40500.00
M-188
cum
288.620
828.00
238977.36
M-004
Composition of mix (450 tonne) under:Density 2.20 tonne per cum
is assumed to be as
Weight450 tonne Bitumen5 per cent Filler2 per cent Sand of size 4.75 to 0.075 mm 93 per cent
Sand of size 4.75 to 0.075 mm - 450 x 0.93 x 1/1.5 d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 205 cum = a+b+c+d+e
165194.04 181713.44 1998847.88
Rate per cum = (a+b+c+d+e)/205
9750.48 Page 24 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs say
Note
1. Tack coat will be measured and paid separately 2. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of this roller, their usage rates has been multiplied by a factor of 0.65
5.20
521
Modified Binder Supply of modified binder produced by mixing bitumen with modifier such as natural rubber or crumb rubber or any other polymer found compatible with bitumen and which allows properties given in clause 521.3 and IRC:SP: 53 blending of modifier with bitumen to be done either at the refinery or at central unit with all facilities by proper industrial process, is essential. Unit = tonne The use of modified binder is expected to result in an extended service life of bituminous pavements subject to heavy traffic loads in extreme climatic conditions, thus justifying the entire cost of adding modifiers/fibres. Other advantages include lower temperature susceptibility, higher resistance to aging, higher fatigue life, higher resistance to cracking and better adhesion between aggregates and binder. Detailed information and inductive dose level on the use of polymer modified binder is available in IRC : SP-53 / 2002. A number of proprietary products are now available in the market. For such proprietary products, test reports and cost effectiveness should be the basis for their selection in road works. The modifier, in the required quantity shall be blended at the refinery or at central unit with all facilities by proper industrial process, is essential. If supplied in drums it shall be agitated in melted condition with suitable device for achieving homogeneity Proposals to use glass fibre, polypropylene fibres or any other similar material in a bituminous mixture should be substantiated, complete with all details including test results, manufacturer's recommendations for addition or means of incorporating the fibres, homogeneously, without segregation, into the mixture. Before agreeing to the use of a fibre, it should have been proved to be satisfactory in use under circumstances, similar to the work, elsewhere or it would have under gone appropriate performance trials. Documented evidence of use and trials of the fibre, in any country having conditions similar to Indian will be acceptable.
Note
where information on use of trials is inadequate or lacking, trials may be required to be under taken before agreeing to the use of the fibre. 1. The modified binder is usually manufactured by specialised firms as a proprietary product. The rate for this product is required to be as certained from the market. 2.The specifications for various item of road works using polymer/rubber modified bitumens are same as those for penetration grade bitumen except those for any special conditions which the manufacturer may indicate 3.The other controls during mixing, laying shall be same as specified in IRC - 14, 29, 94 and 95 for open graded premix carpet, bituminous concrete, DBM and SDBC respectively 4.The temperature of mixing and rolling will be slightly higher than conventional bituminous mixes as indicated in Table 8 of IRC: SP: 53 - 2002
5.21
522
Crack Prevention Courses (i)
Stress absorbing membrane (SAM) crack width less than 6 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902. Page 25 of 264
`
9750.00
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Unit = sqm Taking output = 10500 sqm a) Labour
b)
c)
Mate
day
0.240
151.44
36.35
L-12
Mazdoor
day
6.000
136.69
820.14
L-13
Mechanical broom @ 1250 sqm per hour
hour
6.000
357.00
2142.00
P&M-031
Air compressor 250 cfm
hour
6.000
319.00
1914.00
P&M-001
Bitumen pressure distributor @ 1750 sqm per hour
hour
6.000
1073.00
6438.00
P&M-004
Hydraulic Chip spreader
hour
6.000
2635.00
15810.00
P&M-025
Smooth wheeled road roller 8-10 tonne
hour
6.000
460.00
2760.00
P&M-044
tonne
9.450
38740.00
366093.00
M-078
cum
105.000
969.00
101745.00
M-050
Machinery
Material Modified binder Crushed stone aggregates 5.6 mm size
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
49775.85 54753.43
Cost for 10500 sqm = a+b+c+d+e
602287.77
Rate per sqm = (a+b+c+d+e)/10500
57.36 say
5.21
(ii)
57.00
Stress absorbing membrane (SAM) with crack width 6 mm to 9 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902. Unit = sqm Taking output = 10500 sqm a) Labour
b)
c)
Mate
day
0.240
151.44
36.35
L-12
Mazdoor
day
6.000
136.69
820.14
L-13
Mechanical broom @ 1250 sqm per hour
hour
6.000
357.00
2142.00
P&M-031
Air compressor 250 cfm capacity
hour
6.000
319.00
1914.00
P&M-001
Bitumen pressure distributor @ 1750 sqm per hour
hour
6.000
1073.00
6438.00
P&M-004
Hydraulic Chip spreader
hour
6.000
2635.00
15810.00
P&M-025
Smooth wheeled road roller 8-10 tonne
hour
6.000
460.00
2760.00
P&M-044
tonne
11.550
38740.00
447447.00
M-078
cum
105.000
1005.00
105525.00
M-051
Machinery
Material Modified binder Crushed stone chipping 11.2 mm size
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
58289.25 64118.17
Cost for 10500 sqm = a+b+c+d+e
705299.91
Rate per sqm = (a+b+c+d+e)/10500
67.17 say
5.21
(iii)
67.00
Stress absorbing membrane (SAM) crack width above 9 mm and cracked area above 50 per cent Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 per cent after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902. Unit = sqm Taking output = 10500 sqm a) Labour
b)
Mate
day
0.240
151.44
36.35
L-12
Mazdoor
day
6.000
136.69
820.14
L-13
Mazdoor skilled
day
2.000
164.69
329.38
L-15
Mechanical broom @ 1250 sqm per hour
hour
6.000
357.00
2142.00
P&M-031
Air compressor 250 cfm capacity
hour
6.000
319.00
1914.00
P&M-001
Machinery
Page 26 of 264
Sr No
Ref. to MoRTH Spec.
Description
c)
Unit
Quantity
Rate Rs
Cost Rs
Bitumen pressure distributor @ 1750 sqm per hour
hour
6.000
1073.00
6438.00
P&M-004
Hydraulic Chip spreader
hour
6.000
2635.00
15810.00
P&M-025
Smooth wheeled road roller 8-10 tonne
hour
6.000
460.00
2760.00
P&M-044
tonne
15.750
38740.00
610155.00
M-078
cum
126.000
1005.00
126630.00
M-051
Material Modified binder Crushed stone aggregates 11.2 mm size
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
76703.49 84373.84
Cost for 10500 sqm = a+b+c+d+e
928112.19
Rate per sqm = (a+b+c+d+e)/10500
88.39 say
Note 5.21
(iv)
Remarks/ Input ref.
88.00
In case 2nd coat is also required to be provided, material provided for the 2nd coat shall be as per table 500-47. Case - IV : Bitumen impregnated geotextile Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 703.3, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of clause 703.4.5 Unit = sqm Taking output = 3500 sqm a) Labour
b)
Mate
day
0.560
151.44
84.81
L-12
Mazdoor
day
12.000
136.69
1640.28
L-13
Mazdoor skilled
day
2.000
164.69
329.38
L-15
Mechanical broom @ 1250 sqm per hour
hour
2.800
357.00
999.60
P&M-031
Air compressor 250 cfm capacity
hour
2.800
319.00
893.20
P&M-001
tonne
2.000
1073.00
2146.00
P&M-004
hour
2.000
1243.00
2486.00
P&M-037
tonne
3.680
56122.00
206528.96
M-075
sqm
3850.000
37.25
143412.50
M-108
Machinery
Bitumen pressure distributor @ 1750 sqm per hour Pneumatic roller c)
Material Paving grade bitumen of 80 - 100 penetration @ 1.05 kg per sqm Geotextile including 10 per cent for overlaps
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
35852.07 39437.28
Cost for 10500 sqm = a+b+c+d+e
433810.08
Rate per sqm = (a+b+c+d+e)/3500
123.95 say
124.00
NOTE As bitumen overlay construction shall follow closely the fabric placement on the same day, an output of 3500 sqm only has been considered for the analysis which will cover a length of 500 m, of 7 m wide carriagway. This can be conveniently overlaid by a bitumenious course in a day 5.22
519.3
Recipe Cold Mix Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tyred roller initially and finished with a smooth steel wheel roller, all as per clause 519.3 Unit = cum Taking output = 205 cum (450 tonnes) (i)
75 mm thickness a) Labour
b)
Mate
day
1.000
151.44
151.44
L-12
Mazdoor
day
12.000
136.69
1640.28
L-13
Mazdoor skilled
day
5.000
164.69
823.45
L-15
Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour Electric generator 125 KVA
hour
6.000
25594.50
153567.00
P&M-064
hour
6.000
652.00
3912.00
P&M-018
Front end loader 1 cum capacity
hour
6.000
806.00
4836.00
P&M-017
Paver finisher hydrostatic with sensor control @ 75 cum per hour
hour
6.000
2674.00
16044.00
P&M-034
Machinery
Page 27 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Tipper 10 tonne capacity
tonne.km
Add 10 per cent of cost of carriage to cover cost of loading and unloading Pneumatic tyred roller12-15 tonnes.
c)
Quantity 450 x L
Rate Rs
Cost Rs
2.46
Lead =1 km & P&M058
110.60 hour
6.00x0.65*
1243.00
4847.70
P&M-037
Smooth wheeled steel roller6-8 tonnes.
hour
6.00x0.65*
460.00
1794.00
P&M-044
Water tanker6 KL capacity
hour
1.000
200.00
200.00
P&M-060
tonne
20.250
49915.00
1010778.75
M-077
cum
297.000
916.00
272052.00
M-055
KL
6.000
10.00
60.00
M-189
Material Bitumen emulsion @ 45 litres per tonne Crushed stone aggregates 40 mm nominal size Cost of water
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
147192.32 161911.55
Cost for 10500 sqm = a+b+c+d+e
1781027.08
Rate per sqm = (a+b+c+d+e)/205
8687.94 say
Note
1105.99
Remarks/ Input ref.
8688.00
(Case I to III) 1. These mixes are considered suitable for minor repair work and temporary road surface improvement. 2. In case concrete mixtures are required to be used for mixing, a number of these will be needed to match the capacity of road rollers. 3. Tack coat, where provided, will be measured and paid separately. *4.Both the rollers have to be available at site to match with the output of batch mixing plant and paver finisher. A multiplying factor of 0.65 has been adopted to cater for the idling period of road rollers.
5.22
(ii)
40 mm thickness a) Labour
b)
Mate
day
1.000
151.44
151.44
L-12
Mazdoor
day
12.000
136.69
1640.28
L-13
Mazdoor skilled
day
5.000
164.69
823.45
L-15
Batch type cold mixing plant100-120 TPH capacity producing an average output of 75 tonne per hour Electric generator 125 KVA
hour
6.000
25594.50
153567.00
P&M-064
hour
6.000
652.00
3912.00
P&M-018
Front end loader 1 cum capacity
hour
6.000
806.00
4836.00
P&M-017
Paver finisher hydrostatic with sensor control @ 75 cum per hour Tipper 10 tonne capacity
hour
6.000
2674.00
16044.00
P&M-034
tonne.km
450 x L
2.46
1105.99
Lead =1 km & P&M058
Machinery
Add 10 per cent of cost of carriage to cover cost of loading and unloading Pneumatic tyred roller 12-15 tonnes.
c)
110.60 hour
6.00x0.65*
1243.00
4847.70
P&M-037
Smooth wheeled steel roller 6-8 tonnes.
hour
6.00x0.65*
460.00
1794.00
P&M-044
Water tanker6 KL capacity
hour
1.000
200.00
200.00
P&M-060
tonne
31.500
49915.00
1572322.50
M-077
cum
287.000
1028.00
295036.00
M-052
KL
6.000
10.00
60.00
M-189
Material Bitumen emulsion @ 70 litres per tonne Crushed stone aggregates 14 mm nominal size Cost of water
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
205645.10 226209.61
Cost for 10500 sqm = a+b+c+d+e
2488305.66
Rate per sqm = (a+b+c+d+e)/205
12138.08 say
5.22
(iii)
12138.00
25 mm thickness a) Labour
b)
Mate
day
1.000
151.44
151.44
L-12
Mazdoor
day
12.000
136.69
1640.28
L-13
Mazdoor skilled
day
5.000
164.69
823.45
L-15
Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour Electric generator 125 KVA
hour
6.000
25594.50
153567.00
P&M-064
hour
6.000
652.00
3912.00
P&M-018
Front end loader 1 cum capacity
hour
6.000
806.00
4836.00
P&M-017
Machinery
Page 28 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Paver finisher hydrostatic with sensor control @ 75 cum per hour Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to cover cost of loading and unloading Pneumatic tyred roller
c)
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
hour
6.000
2674.00
16044.00
P&M-034
tonne.km
450 x L
2.46
1105.99
Lead =1 km & P&M058
110.60 hour
6.00x0.65*
1243.00
4847.70
P&M-037
Smooth wheeled steel roller
hour
6.00x0.65*
460.00
1794.00
P&M-044
Water tanker6 KL capacity
hour
1.000
200.00
200.00
P&M-060
tonne
38.250
49915.00
1909248.75
M-077
cum
270.000
969.00
261630.00
M-050
KL
6.000
10.00
60.00
M-189
Material Bitumen emulsion @ 85 litres per tonne Crushed stone aggregates 6 mm nominal size Cost of water
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
235997.12 259596.83
Cost for 10500 sqm = a+b+c+d+e
2855565.16
Rate per sqm = (a+b+c+d+e)/205
13929.59 say
Page 29 of 264
13930.00
CHAPTER-7 GEOSYNTHETICS AND REINFORCED EARTH Sr No
Ref. to MoRTH Spec.
7.1
702
Description
Unit
Rate Rs
Cost Rs
Remarks/ Input ref.
Sub-Surface Drain with Geotextiles Construction of sub surface drain 200 mm dia using geotextiles treated with carbon black with physical properties as given in clause 702.2.3 formed in to a stable network and a planar geocomposite structure, joints wrapped with geotextile to prevent ingress of soil, all as per clause 702 and approved drawings including excavation and backfilling Unit = Running metre Taking output = one metre a) Labour Mate Mazdoor skilled Mazdoor b) Material Geonets, geomembrane and geotextile to make planar geocomposite stable network for sub surface drain including wrapping of joints with 160 mm over lapping with geotextile . Geonets Geomembrane Geotextile Add 2 per cent cost of material for miscellaneous items like synthetic cord c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Rate per metre = a+b+c+d Note
7.2
Quantity
702.4
day day day
0.040 0.250 0.500
151.44 164.69 136.69
6.06 41.17 68.35
L-12 L-15 L-13
sqm sqm sqm
1.000 1.000 2.000
607.00 607.00 37.25
607.00 607.00 74.50 25.77
M-107 M-106 M-108
say
142.98 157.28 1730.11 1730.00
Surplus excavated material to be used at site. Hence seprate cost for disposal not added. Narrow Filter Sub-Surface Drain Construction of a narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5 including excavation and backfilling Unit = Running metre length Taking output = one metre a) Labour Mate Mazdoor skilled Mazdoor b) Material Perforated geosynthetic pipe 150 mm dia Geotextile filter fabric Add 2 per cent cost of material for miscellaneous item like synthetic cord c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Rate per metre = a+b+c+d
day day day
0.040 0.250 0.500
151.44 164.69 136.69
6.06 41.17 68.35
L-12 L-15 L-13
metre sqm
1.000 1.250
182.00 37.25
182.00 46.56 4.57
M-134 M-109
say Note
Surplus excavated material to be used at site. Hence Separate cost for disposal not added.
Page 1 of 264
34.87 38.36 421.94 422.00
Sr No
Ref. to MoRTH Spec.
7.3
703
Description
Unit
Quantity
Rate Rs
Cost Rs
Laying Paving Fabric Beneath a Pavement Overlay Providing and laying paving fabric with physical requirements as per table 704-2 over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer. Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface Unit = sqm Taking output = 2800 sqm a) Labour Mate Mazdoor b) Machinery Road sweeper 1250 sqm per hour Pneumatic roller 14 tonnes 2000 sqm per hour Bitumen pressure distributor 1750 sqm per hour c) Material Paving Fabric Paving Bitumen 80-100 c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for 2800 sqm = a+b+c+d+e Rate per sqm =(a+b+c+d+e)/2800
day day
0.800 20.000
151.44 136.69
121.15 2733.80
L-12 L-13
hour hour hour
2.240 1.400 1.680
357.00 1243.00 1073.00
799.68 1740.20 1802.64
P&M-031 P&M-037 P&M-004
sqm tonne
2940.000 2.800
225.00 56122.00
661500.00 157141.60 82583.91 90842.30 999265.28 356.88 356.88
say 7.4
704
Remarks/ Input ref.
M-133 M-075
Laying Boulder Apron in Crates of Synthetic Geogrids Providing, preparing and laying of geogrid crated apron 1 m x 5 m, 600 mm thick including excavation and backfilling with baffles at 1 metre interval, made with geogrids having characteristics as per clause 704.2, joining sides with connectors/ring staples, top corners to be tie tensioned, placing of suitable cross interval ties in layers of 300 mm connecting opposite side with lateral braces and tied with polymer braids to avoid bulging, constructed as per clause 704.3. filled with stone with minimum size of 200 mm and specific gravity not less than 2.65, packed with stone spalls, keyed to the foundation recess in case of sloping ground and laid over a layer of geotextile to prevent migration of fines, all as per clause 704 and laid as per clause 2503.3 and approved design. Unit = cum Taking output = 3.00 cum a) Labour
b)
Mate
day
0.060
151.44
9.09
L-12
Mazdoor skilled
day
0.500
164.69
82.35
L-15
Mazdoor
day
1.500
136.69
205.04
L-13
Geo grids
sqm
21.000
607.00
12747.00
M-105
Connectors/ Staples
each
50.000
61.00
3050.00
M-085
metre
20.000
364.00
7280.00
M-140
Stones with minimum size of 200 mm
cum
3.450
494.68
1706.65
M-003
Stones spall for filling voids
cum
0.450
921.00
414.45
M-008
Material
Polymer braids
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
2549.46 2804.40
Cost for 3 cum = a+b+c+d
30848.42
Rate per cum = (a+b+c+d)/ 3
2372.96 say
7.5
3100
Reinforced Earth Structures Reinforced earth Structures have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). Page 2 of 264
2373.00
Sr No
Ref. to MoRTH Spec.
Description b)
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Facia material and its placement.
c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earth fill with granular material which is to be retained by the wall. Each component is analysed separately as under: considering Average height of wall = 8 m. 7.5
3102
(i)
Assembling, joining and laying of reinforcing elements.
A
With reinforcing element of steel / Aluminium strips / polymeric strips. Unit = Running Metre Taking Output = 450 m a)
b)
Labour Mate
day
0.360
151.44
54.52
L-12
Mazdoor
day
6.000
136.69
820.14
L-13
Mazdoor skilled
day
3.000
164.69
494.07
L-15
metre
450*1.1
364.00
180180.00
M-154
metre
450*1.1
364.00
180180.00
M-153
metre
450*1.1
364.00
180180.00
M-157
metre
450*1.1
364.00
180180.00
M-156
metre
450*1.1
364.00
180180.00
M-155
Material
@ Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. 1.Galvanised carbon steel strips or 2.Copper Strips or 3.Aluminium Strips or 4.Stainless steel strips or 5.Glass reinforced polymer/fibre reinforced polymer/polymeric strips @ Any one of the above alternative may be adopted as per approved design. Add 10 per cent of the cost of reinforcing strip towards accessories like tie-strips, nuts and bolts and loops/lugs for joining reinforcing elements with the facia pannels, overlaps, heat bonding or extension. Type 1
1.Galvanised carbon steel strips c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
18154.87 18154.87
Cost of 450 m = a+b+c+d
217858.47
Rate per metre =(a+b+c+d)/450
484.13 say
Type 2
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
18154.87 18154.87
Cost of 450 m = a+b+c+d
217858.47
Rate per metre =(a+b+c+d)/450
484.13 say
Type 3
484.00
3.Aluminium Strips c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
18154.87 18154.87
Cost of 450 m = a+b+c+d
217858.47
Rate per metre =(a+b+c+d)/450
484.13 say
Type 4
484.00
2.Copper Strips
484.00
4.Stainless steel strips c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
18154.87 18154.87
Cost of 450 m = a+b+c+d
217858.47
Rate per metre =(a+b+c+d)/450
484.13 say Page 3 of 264
484.00
Sr No
Ref. to MoRTH Spec.
Description Type 5
Unit
Quantity
Rate Rs
Cost Rs
5.Glass reinforced polymer/fibre reinforced polymer/polymeric strips c) Overhead charges @ 0.1 on (a+b) d)
18154.87
Contractor's profit @ 0.1 on (a+b+c)
18154.87
Cost of 450 m = a+b+c+d
217858.47
Rate per metre =(a+b+c+d)/450
484.13 say
7.5(i)
B
Remarks/ Input ref.
484.00
With reinforcing elements of synthetic geogrids Unit = sqm Taking output = 300 sqm a)
b)
Labour Mate
day
0.360
151.44
54.52
L-12
Mazdoor
day
6.000
136.69
820.14
L-13
Mazdoor skilled
day
3.000
164.69
494.07
L-15
sqm
300.000
607.00
182100.00
Material Synthetic Geogrids as per clause 3102.8 and approved design and specifications. Add 10 per cent of the cost of reinforcing elements (synthetic geogrids) for accessories like tie-strips, nuts and bolts and loops/lugs for joining reinforcing elements with the facia pannels, overlaps and other protective elements for synthetic geogrids.
18210.00
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
20167.87 22184.66
Cost of 300 sqm of Synthetic geogrids = a+b+c+d
244031.26
Rate per sqm = (a+b+c+d)/ 300
813.44 say
7.5
3104
(ii)
M-181
813.00
Facing elements of RCC Unit = sqm Taking output = 75 sqm a)
b)
Labour Mate
day
0.180
151.44
27.26
L-12
Mazdoor
day
3.000
136.69
410.07
L-13
Mazdoor skilled
day
1.500
164.69
247.04
L-15
hour
6.000
357.00
2142.00
P&M-013
cu.m
13.500
3952.00
53352.00
Item 12.8 (H)
tonnes
0.380
65101.00
Machinery Light crane with lifting capacity upto 3 tonne
c)
Material Pre-cast RCC M-35 facing elements of size as per design and 18 cm thick for 75 sqm. (Refer Item 12.8 (H)) HYSD steel @ 5 kg / sqm (Refer Item 12.6)
Add 2 per cent of cost of facia pannels, for all necessary temporary form work, scaffolding and provision of loops/lugs for lifting of pannels and joining the reinforcing elements. d)
Overhead charges @ 0.1 on (a+b)
e)
Contractor's profit @ 0.1 on (a+b+d)
1561.81
282.64 310.90
Cost for 75 sqm = a+b+c+d+e
83072.09
Rate per sqm = (a+b+c+d+e)/ 75
1107.63 say
Note
24738.38 Item 13.6
1.The specification and construction details to be adopted shall be as per section 3100 of MoRTH Specification. 2.Drainage arrangement shall be made as per approved design and drawings. 3.The quantity of filler media shall be calculated as per approved design and specifications and shall be priced separately.The rate for same to be adopted from chapter 15.
Page 4 of 264
1108.00
Ref. to MoRTH Spec.
Sr No
Description
Unit
4.Excavation for foundation including foundation concrete and groove in the foundation for seating of bottom most facia panel and capping beam to be calculated as per design and priced separately. The rates for excavation and foundation concrete shall be taken from the chapter 12 & 13 in bridge section. 5.The earth fill to be retained is not included in this analysis. The same is to be worked out and provided separately complete as per clause 305. ,
6.For compaction of Earthwork, attention is invited to clause 3105.5 of MoRTH Specification. 7.Length of reinforcing strips will vary with the height of wall and will be as per approved design and drawings. 8.The type of reinforcing elements to be adopted shall be as per approved design and specifications. 9.The market rate for supply of reinforcing elements and their accessories are to be ascertained from reputed firms in the field of earth reinforcement. 10.The earth fill material shall be clean, free draining, granular with high friction and low cohesion, non-corrosive, coarse grained with not 10 per cent of particles passing 75 micron sieve, free of any deleterious matter, chlorides, salts, acids, alkalies, mineral oil, fungus and microbes and shall be of specified PH value. 11.Capping beam is to be priced separately as per approved design. The rate for cement concrete shall be taken from the chapter of sub-structure in bridge section. 12.The cost of reinforced earth retaining wall shall include following: (I) Excavation for foundation including backfilling. (ii) Foundation concrete as per approved design. (iii) Cost of facial pannels and their erection . (iv) Cost of reinforcing elements including their fixing and joining with the facial pannels. (v) Drainage arrangement including filter media as per approved design and drawings. 13. The compacted earth filling to be retained shall form part of embankment.
Page 5 of 264
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
CHAPTER-8 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES Sr No 8.1
Ref. to MoRTH Spec. 408
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
A.
B
Unit = Running metre Taking output = 360 metre Using Concrete Mixer Cement Concrete Cement concrete of grade M20 = 12.60 cum Cement concrete of grade M10 for base= 11.61 cum Total Concrete = 24.21 cu.m a) Labour Mate Mason Mazdoor b) Machinery Kerb casting machine @ 60 metres/hour Concrete mixer 0.48/0.28 cum capacity Water tanker6 KL capacity c) Material Crushed stone aggregate 20 mm nominal size 59 per cent Coarse sand 30 per cent Cement 11 per cent Cost of water d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 360 meter = a+b+c+d+e Rate per metre = (a+b+c+d+e)/360 Using Concrete Batching and Mixing Plant Cement Concrete Cement concrete of grade M20 = 12.60 cum Cement concrete of grade M10 for base = 11.61 cum Total Concrete = 24.21 cu.m a) Labour Mate Mason Mazdoor b) Machinery Kerb casting machine @ 60 metres/hour Concrete batching and mixing plant @ 15 cum/hr. Water tanker6 KL capacity Tipper 5.5 cum capacity c) Material Crushed stone aggregate 20 mm nominal size 59 per cent Coarse sand 30 per cent Cement 11 per cent Cost of water d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 360 meter = a+b+c+d+e Rate per metre = (a+b+c+d+e)/360
day day day
0.720 2.000 16.000
151.44 223.36 136.69
109.04 446.72 2187.04
L-12 L-11 L-13
hour hour hour
6.000 12.000 5.000
310.00 233.00 200.00
1860.00 2796.00 1000.00
P&M-029 P&M-009 P&M-060
cum
21.790
1028.00
22400.12
M-053
cum tonne KL
10.900 5.700 30.000
710.46 5000.00 10.00
M-005 M-081 M-189
say
7744.01 28500.00 300.00 6734.29 7407.72 81484.95 226.35 226.00
day day day
0.120 1.000 2.000
151.44 223.36 136.69
18.17 223.36 273.38
L-12 L-11 L-13
hour hour hour hour
6.000 1.600 5.000 6.000
310.00 1860.00 200.00 339.00
1860.00 2976.00 1000.00 2034.00
P&M-029 P&M-003 P&M-060 P&M-048
cum
21.790
1028.00
22400.12
M-053
cum tonne KL
10.900 5.700 30.000
828.00 5000.00 10.00
9025.20 28500.00 300.00 6861.02 7547.13 83018.38 230.61 231.00
M-004 M-081 M-189
say 8.2
408
Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 A
Using Concrete Mixer Unit = Running metre Taking output = 300 metre length Cement Concrete Page 1 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Cement concrete of grade M20= 17.48 cum Cement concrete of grade M10 for base = 23.18 cum Total Concrete = 40.66 cum a)
b)
c)
Labour Mate
day
0.720
151.44
109.04
Mason
day
2.000
223.36
446.72
L-11
Mazdoor
day
16.000
136.69
2187.04
L-13
Machinery Kerb casting machine @ 50 metres/hour for laying kerb and channel Concrete mixer 0.48/0.28
hour
6.000
310.00
1860.00
P&M-029
hour
16.000
233.00
3728.00
P&M-009
Water tanker6 KL capacity
hour
6.000
200.00
1200.00
P&M-060
Material Crushed stone aggregate 20 mm nominal size 60 per cent Coarse sand 30 per cent
cum
36.590
1028.00
37614.52
M-053
cum
18.300
710.46
13001.42
M-005
Cement 10 per cent
tonne
9.010
5000.00
45050.00
M-081
KL
36.000
10.00
360.00
M-189
Cost of water d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
L-12
10555.67 11611.24
Cost for 360 meter = a+b+c+d+e
127723.65
Rate per metre = (a+b+c+d+e)/300
425.75
Add 1 % labour Cess
4.26 430.00 say
8.2
B
430.00
Using Concrete Batching and Mixing Plant Unit = Running metre Taking output = 300 metre length Cement Concrete Cement concrete of grade M20= 17.48 cum Cement concrete of grade M10 for base = 23.18 cum Total Concrete = 40.66 cum a)
b)
c)
Labour Mate
day
0.120
151.44
18.17
Mason
day
1.000
223.36
223.36
L-11
Mazdoor
day
2.000
136.69
273.38
L-13
Machinery Kerb casting machine @ 50 metres/hour for laying kerb and channel Concrete batching and mixing plant @ 15 cum/hr.
hour
6.000
310.00
1860.00
P&M-029
hour
2.700
1860.00
5022.00
P&M-003
Water tanker6 KL capacity
hour
6.000
200.00
1200.00
P&M-060
Tipper of 5.5 cum capacity
hour
6.000
339.00
2034.00
P&M-048
Material Crushed stone aggregate 20 mm nominal size 60 per cent Coarse sand 30 per cent
cum
36.590
1028.00
37614.52
M-053
cum
18.300
828.00
15152.40
M-004
Cement 10 per cent
tonne
9.010
5000.00
45050.00
M-081
KL
36.000
10.00
360.00
M-189
Cost of water d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
10880.78 11968.86
Cost for 300 meter = a+b+c+d+e
131657.48
Rate per metre = (a+b+c+d+e)/300
438.86 say
8.3
801
Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (i)
Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half ) Details for 100 letters of 16 cm height i.e. 1600 cm Unit = per cm height per letter a)
Labour Page 2 of 264
439.00
L-12
Sr No
Ref. to MoRTH Spec.
Description
b)
Unit
Quantity
Rate Rs
Cost Rs
Mate
day
0.120
151.44
18.17
L-12
Painter
day
2.000
223.36
446.72
L-18
Mazdoor
day
1.000
136.69
136.69
L-13
Litre
0.700
192.81
134.97
M-131
Material Paint
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
73.65 81.02
Cost for 1600 cm = a+b+c+d
891.23
Rate per cm height per letter = (a+b+c+ d)/1600
0.56 say
8.3
(ii)
Remarks/ Input ref.
0.60
English and Roman Hyphens and the like not to be measured and paid for Detail for 100 letters of 16 cm height. i.e.1600 cm Unit = per cm height per letter a)
b)
Labour Mate
day
0.070
151.44
10.60
L-12
Painter Ist class
day
1.250
223.36
279.20
L-18
Mazdoor
day
0.500
136.69
68.35
L-13
Litre
0.500
192.81
96.41
M-131
Material Paint
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
45.46 50.00
Cost for 1600 cm = a+b+c+d
550.01
Rate per cm height per letter = (a+b+c +d)/1600 8.4
801
0.34 say
0.30
Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Unit = Each Taking output = one traffic sign
a)
b)
i)
Excavation for foundation
cum
0.216
138.00
29.81
ii)
Cement concrete M15 grade
cum
0.120
4228.00
507.36
iii)
Painting angle iron post two coats
sqm
0.430
46.00
19.78
Item No. 3.13 Item 12.8 (A) Item 8.9
Mate
day
0.010
151.44
1.51
L-12
Mazdoor
day
0.250
136.69
34.17
L-13
kg
19.000
45.00
855.00
M-179 / 1000
sqm
0.350
6064.00
2122.40
M-061
sqm
0.156
6064.00
945.98
M-061
sqm
0.283
6064.00
1716.11
M-061
sqm
0.480
6064.00
2910.72
M-061
sqm
0.270
6064.00
1637.28
M-061
sqm
0.360
6064.00
2183.04
M-061
Labour (For fixing at site)
Material Mild steel angle iron 75 x 75 x 6 mm
(i)
Aluminium sheeting fixed with encapsulated lens type reflective sheeting of size including lettering and signs as applicable Add 2 per cent of cost of angle iron towards cost of drilling holes, nuts, bolts etc. 90 cm equilateral triangle or
( ii )
60 cm equilateral triangle or
( iii )
60 cm circular or
( iv )
80 mm x 60 mm rectangular or
(v)
60 cm x 45 cm rectangular or
(vi )
60 cm x 60 cm square Page 3 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
or ( vii )
90 cm high octagon c)
Tractor-trolley (i)
sqm
0.672
6064.00
4075.01
hour
0.010
282.50
2.83
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
301.59 331.75 4206.20 say
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
183.95 202.34 2782.74 say
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
260.96 287.06 3714.59 say
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
380.42 418.47 5160.07 say
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
253.08 278.39 3619.21 say
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
307.66 338.42 4279.58 say
4280.00
90 cm high octagon d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
496.85 546.54
Rate per traffic sign = ( i+ii+iii+a+b+c+d+e)
Note
3619.00
60 cm x 60 cm square
Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) ( vii )
5160.00
60 cm x 45 cm rectangular
Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) (vi )
3715.00
80 mm x 60 mm rectangular
Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) (v)
2783.00
60 cm circular
Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) ( iv )
4206.00
60 cm equilateral triangle
Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) ( iii )
P&M-053
90 cm equilateral triangle
Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) ( ii )
M-061
Machinery
6568.86 say
6569.00
138.00
29.81
1.Any one area of aluminium sheeting given at (i) to (vii) may be adopted as per site requirement and in accordance with IRC : 67 2.Rate for excavation, cement concrete M-15 and painting may be taken from respective chapters 3. The depth of foundation and quantity of cement concrete in the foundation are indicative. These may be increased for areas having higher wind velocities like in coastal areas. This is applicable to all road signs and directions boards.
8.5
801
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Unit = sqm Taking output = 0.9 sqm i) Excavation for foundation
cum Page 4 of 264
0.216
Item No. 3.13
Sr No
Ref. to MoRTH Spec.
Description
a)
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
ii) Cement concrete M15 grade
cum
0.120
4228.00
507.36
iii) Painting angle iron post two coats
sqm
0.430
46.00
19.78
Item 12.8 (A) Item 8.9
Mate
day
0.010
151.44
1.51
L-12
Mazdoor
day
0.200
136.69
27.34
L-13
kg
19.000
45.00
855.00
sqm
0.900
6064.00
5457.60
M-179 / 1000 M-061
hour
0.020
282.50
5.65
P&M-053
Labour (For fixing at site)
b)
Material Mild steel angle iron 75 mm x 75 mm x 6 mm,2.85 metres long Aluminium sheeting fixed with encapsulated lens type reflective sheeting of size 0.9 sqm Add 2 per cent of cost of materials for drilling holes, nuts, bolts, fabrication etc. c) Machinery Tractor-trolley d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
634.71 698.18
Cost for 0.9 sqm =I+ii+ii+ a+b+c+d+e Rate per sqm (for sign having area upto 0.9 sqm) = (I+ii+iii+a+b+c+d+e)/0.90
Note
8.6
801
8236.94 9152.16 say
9152.00
I) Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been analysed separately ii) Rate for excavation, cement concrete M-15 and painting may be taken from respective chapters Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Unit = sqm Taking output = 1.50 sqm
a)
i)
Excavation for foundation
cum
0.430
138.00
59.34
ii)
Cement concrete M15 grade
cum
0.240
4228.00
1014.72
iii)
Painting angle iron post 2 coats
sqm
0.860
46.00
39.56
Item No. 3.13 Item 12.8 (A) Item 8.9
Mate
day
0.010
151.44
1.51
L-12
Mazdoor
day
0.300
136.69
41.01
L-13
kg
38.000
45.00
1710.00
sqm
1.500
6064.00
9096.00
Labour (For fixing at site)
b)
Material Mild steel angle iron 75 mm x 75 mm x 6 mm, 2.85 metres long, 2 nos Aluminium sheeting fixed with encapsulated lens type reflective sheeting Add 2 per cent of cost of materials for drilling holes, nuts, bolts, fabrication etc.
Page 5 of 264
M-179 / 1000 M-061
Sr No
Ref. to MoRTH Spec.
Description c)
Unit
Quantity
Rate Rs
Cost Rs
Machinery Tractor-trolley
hour
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
0.020
282.50
802
P&M-053
1193.53 14242.49 15824.99 say
8.7
5.65 1081.17
Cost for 1.5 sqm =I+ii+ii+ a+b+c+d+e Rate per sqm ( for sign having area more than 0.9 sqm) = ( i+ii+iii+a+b+c+d+e)/1.50
Note
Remarks/ Input ref.
15825.00
i) Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been analysed separately ii) Rate for excavation, cement concrete M-15 and painting may be taken from respective chapters Overhead Signs Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans
A
Truss and Vertical Support Unit = tonne Taking output = 1 tonne a)
Labour Mate
day
0.240
151.44
36.35
L-12
Blacksmith
day
2.000
264.50
529.00
L-02
Mazdoor including for handling & fixing at site.
day
4.000
136.69
546.76
L-13
tonne
1.050
54574.00
57302.70
b)
Material Aluminium alloy/galvanised steel including 5 per cent wastage Add 1 per cent on cost of material for nuts, bolts and drilling and welding consumables Add 15 per cent on cost of material for fabrication of trusses as per approved design c) Machinery
573.03 8681.36
Crane 3 tonne capacity
hour
3.000
357.00
1071.00
P&M-013
Truck
hour
0.500
315.27
157.64
P&M-057
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
6889.78 7578.76
Rate per tonne = (a+b+c+d+e)
83366.37 say
8.7
B
M-060
83366.00
Aluminium Alloy Plate for Over Head Sign Unit = sqm Taking output = 1 sqm a)
Labour Mate
day
0.020
151.44
3.03
L-12
Blacksmith
day
0.100
264.50
26.45
L-02
Mazdoor
day
0.150
136.69
20.50
L-13
sqm
1.000
425.00
425.00
M-059
b)
Material Aluminium alloy plate,2 mm thick, fixed with high intensity grade sheeting vide clause 801.3 Miscellaneous Add 1 per cent of cost of labour for lifting arrangement, like ladders, pulleys, ropes etc c) Overhead charges @ 0.1 on (a+b) d)
0.50 47.55
Contractor's profit @ 0.1 on (a+b+c)
52.30
Rate per sqm = (a+b+c+d)
575.33 say
Note
1. The cost of excavation and foundation concrete for fixing of vertical support system to be worked out separately as per the approved drawing/design and to be included in the estimate.
Page 6 of 264
575.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
2. Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been included separately in this chapter.
Page 7 of 264
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
8.8
803
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Unit = sqm Taking output = 40 sqm a)
b)
Labour Mate
day
0.120
151.44
18.17
L-12
Painter
day
2.000
223.36
446.72
L-18
Mazdoor
day
1.000
136.69
136.69
L-13
Litre
6.000
117.16
702.96
M-132
Material Paint conforming to requirement of clause 803.3. Add for scaffolding @ 1 per cent of labour cost where required Add @ 5 per cent cost of labour and materials to prepare the surface by filling minuts roughness on the surface and priming the surface before laying 2 coats of painting.
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
7.03 65.23
137.68 151.45
Cost for 40 sqm = a+b+c+d
1665.93
Rate per sqm = (a+b+c+d)/40
41.65
say 8.9
803
42.00
Painting on Steel Surfaces Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade Unit = sqm Taking output = 10 sqm a)
b)
Labour Mate
day
0.030
151.44
4.54
L-12
Painter
day
0.450
223.36
100.51
L-18
Mazdoor
day
0.250
136.69
34.17
L-13
Litre
1.250
192.81
241.01
M-131
Material Paint ready mixed approved brand. Add @ 1 per cent on cost of material for scaffolding
2.41
Add @ 5 per cent cost of labour and materials to prepare the surface by filling minuts roughness on the surface and priming the surface before laying 2 coats of painting.
19.01
c)
Overhead charges @ 0.1 on (a+b)
40.17
d)
Contractor's profit @ 0.1 on (a+b+c)
44.18
Cost for 10 sqm = a+b+c+d
486.01
Rate per sqm= (a+b+c+d)/10
48.60 say
8.10
803
49.00
Painting on Wood Surfaces Providing and applying two coats of ready mix paint of approved brand on wood surface after thorough cleaning of surface to give an even shade Unit = sqm Taking output = 10 sqm a)
b)
Labour Mate
day
0.030
151.44
4.54
L-12
Painter
day
0.500
223.36
111.68
L-18
Mazdoor
day
0.200
136.69
27.34
L-13
Litre
1.500
192.81
289.22
M-131
Material Paint ready mixed of approved brand. Add @ 1 per cent on cost of material for scaffolding Add @ 5 per cent cost of labour and materials to prepare the surface by filling minuts roughness on the surface and priming the surface before laying 2 coats of painting. Page 8 of 264
2.89 21.64
Sr No
Ref. to MoRTH Spec.
Description
Unit
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
Quantity
Rate Rs
Cost Rs 45.73 50.30
Cost for 10 sqm = a+b+c+d
553.34
Rate per sqm = (a+b+c+d)/10
55.33 say
8.11
Remarks/ Input ref.
55.00
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
803
Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i)
Over 10 cm in width Unit = sqm Taking output = 10 sqm a)
b)
Labour Mate
day
0.090
151.44
13.63
L-12
Painter
day
0.550
223.36
122.85
L-18
Mazdoor
day
1.550
136.69
211.87
L-13
Litre
1.480
117.16
173.40
M-132
Material Road marking Paint as per IS :164
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
52.17 57.39
Cost for 10 sqm = a+b+c+d
631.31
Rate per sqm= (a+b+c+d)/10 8.11
(ii)
63.13 say
63.00
Up to 10 cm in width Unit = sqm Taking output = 10 sqm a)
b)
Labour Mate
day
0.070
151.44
10.60
L-12
Painter
day
0.350
223.36
78.18
L-18
Mazdoor
day
1.350
136.69
184.53
L-13
Litre
1.480
117.16
173.40
M-132
Material Road marking paint
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
44.67 49.14
Cost for 10 sqm = a+b+c+d
540.51
Rate per sqm = (a+b+c+d)/10
54.05 say
8.12
54.00
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work
803
Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i)
Over 10 cm in width Unit = sqm Taking output = 10 sqm a)
b)
Labour Mate
day
0.060
151.44
9.09
L-12
Painter Ist class
day
0.300
223.36
67.01
L-18
Mazdoor
day
1.250
136.69
170.86
L-13
Litre
0.900
117.16
105.44
M-132
Material Road marking paint
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
35.24 38.76
Cost for 10 sqm = a+b+c+d
426.41
Rate per sqm = (a+b+c+d)/10
42.64 say
8.12
(ii)
Up to 10 cm in width Page 9 of 264
43.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Unit = sqm Taking output = 10 sqm a)
b)
Labour Mate
day
0.070
151.44
10.60
L-12
Painter Ist class
day
0.350
223.36
78.18
L-18
Mazdoor
day
1.350
136.69
184.53
L-13
Litre
0.900
117.16
105.44
M-132
Material Road marking Paint
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
37.88 41.66
Cost for 10 sqm= a+b+c+d
458.29
Rate per sqm = (a+b+c+d)/10
45.83 say
8.13
46.00
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
803
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Unit = sqm Taking output = 640 sqm a)
b)
c)
Labour Mate
day
0.050
151.44
7.57
L-12
Mazdoor
day
2.000
136.69
273.38
L-13
Road marking machine @ 80 sqm per hour
hour
8.000
93.00
744.00
P&M-043
Tractor-trolley
hour
8.000
282.50
2260.00
P&M-053
Litre
2000.000
150.00
300000.00
M-118
kg
200.000
75.00
15000.00
M-152
Machinery
Material Hot applied thermoplastic compound Reflectorising glass beads
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
31828.50 35011.34
Cost for 640 sqm = a+b+c+d+e
385124.79
Rate per sqm = a+b+c+d+e)/640
601.76
Add 1 % labour Cess
6.02 607.78
Note
8.14
say
607.78
9935.80
1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. 2.Cost of painter is already included in hire charges of road marking machine. Kilometre Stone
804
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (i)
5th kilometre stone (precast) Unit = Nos. Taking output = 6 Nos. a)
M-15 grade of concrete
b)
Steel reinforcement @ 5 kg per sqm
c)
Excavation in soil for foundation
d) Painting two coats on concrete surface e) Lettering on km post (average 30 letters of 10 cm height each) Transportation and fixing f)
Item 12.8 (A) 1437.43 Item 13.6 / 1000 231.84 Item No. 3.13 394.00 Item 8.8
cum
2.350
4228.00
kg
22.080
65.10
cum
1.680
138.00
sqm per cm per letter
9.850
40.00
1800.000
0.30
540.00
Item 8.3
0.260
151.44
39.37
L-12
Labour Mate
day Page 10 of 264
Sr No
Ref. to MoRTH Spec.
Description
g)
Unit
Cost Rs
Remarks/ Input ref.
day
0.600
223.36
134.02
L-11
Mazdoor including loading/unloading
day
6.000
136.69
820.14
L-13
hour
6.000
282.50
1695.00
P&M-053
Machinery
h)
Overhead charges @ 0.1 on (f+g)
i)
Contractor's profit @ 0.1 on (f+g+h)
Cost for 6 Nos. 5th km stone = a+b+c+ d+e +f+g+h +i Rate for each 5th km stone = (a+b+c+ d+e +f+g+h +i ) 6 (ii)
Rate Rs
Mason
Tractor-trolley
8.14
Quantity
268.85 295.74 15792.19 /
2632.03 say
2632.00
15939.56
Ordinary kilometer stone (precast) Unit = Nos. Taking output = 14 Nos. a)
M-15 grade of concrete
b)
Steel reinforcement @ 5 kg per sqm
c)
Excavation in soil for foundation
d) Painting two coats on concrete surface e) Lettering on km post ( average 12 letters of 10 cm height each) Transportation and fixing f)
g)
3.770
4228.00
kg
26.320
65.10
cum
2.770
138.00
sqm per cm per letter
11.410
40.00
1680.000
0.30
Item 8.3
L-12
day
0.320
151.44
48.46
Mason
day
1.000
223.36
223.36
L-11
Mazdoor
day
7.000
136.69
956.83
L-13
hour
6.000
282.50
1695.00
P&M-053
Machinery Overhead charges @ 0.1 on (f+g)
292.37 321.60 22533.30
Rate for each ordinary km stone = (a+b+ c +d+e+f+g+h+j) /14 (iii)
504.00
Mate
i) Contractor's profit @ 0.1 on (f+g+h) Cost for 14 Nos. ordinary km stone = (a+b+ c +d+e+f+g+h+i)
8.14
Item 12.8 (A) 1713.46 Item 13.6 / 1000 382.26 Item No. 3.13 456.40 Item 8.8
Labour
Tractor-trolley h)
cum
1609.52 say
1610.00
6680.24
Hectometer stone (precast) Unit = Nos. Taking output = 33 Nos. a)
M-15 grade of concrete
b)
Steel reinforcement @ 5 kg per sqm
c)
Excavation in soil for foundation
cum
1.580
4228.00
kg
66.000
65.10
cum
1.390
138.00
6.270
40.00
330.000
0.30
d) Painting two coats on concrete surface sqm e) Lettering on km post (average 1 letter of 10 cm per cm per height each) letter Transportation and fixing f)
g)
Item 8.3
L-12
Mate
day
0.340
151.44
51.49
Mason
day
1.500
223.36
335.04
L-11
Mazdoor
day
7.000
136.69
956.83
L-13
hour
6.000
282.50
1695.00
P&M-053
Machinery Overhead charges @ 0.1 on (f+g)
303.84
i) Contractor's profit @ 0.1 on (f+g+h) Cost for 33 Nos. Hectometer stone = (a+b +c +d+e+f+ g+h+i) Rate for each Hectometer stone = (a+b +c +d+e+f+ g+h+i) 33
334.22 15194.94 460.45 say
Note
99.00
Labour
Tractor-trolley h)
Item 12.8 (A) 4296.67 Item 13.6 / 1000 191.82 Item No. 3.13 250.80 Item 8.8
The rate for excavation, cement concrete, steel reinforcement, painting and lettering may be taken from respective chapters. Page 11 of 264
460.00
Sr No
Ref. to MoRTH Spec.
8.15
805
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. Unit = Each Taking output= 30 Nos. a)
Labour Mate
day
0.040
151.44
6.06
L-12
Mazdoor for fixing
day
1.000
136.69
136.69
L-13
each
30.000
834.40
25032.00
b)
Material Cost of approved type of delineators from ISI certified firm as per the standard drawing given in IRC - 79 Add 10 per cent cost of material for installation c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
2503.20 2767.79 3044.57
Cost for 30 Nos. delineators = (a+b+ c+d)
33490.32
Rate per delineators = (a+b+c+d) /30
Note
8.16
806
M-091
1116.34 say
1116.00
5285.00
In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately. Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting Unit = Each Taking output = 57 Nos. a)
M-15 grade of the boundary stone
b)
Steel reinforcement
c)
Excavation in soil
d)
Lettering, each 10 cm high
cum
1.250
4228.00
kg
79.800
65.10
cum
10.720
138.00
per letter per cm high
2280.000
0.30
Item 12.8 (A) 5195.06 Item 13.6 / 1000 1479.36 Item No. 3.13 684.00 Item 8.3
Transportation and fixing e)
f)
Labour Mate
day
0.570
151.44
86.32
L-12
Mazdoor
day
14.250
136.69
1947.83
L-13
hour
6.000
282.50
1695.00
P&M-053
cum
11.970
921.00
11024.37
M-008
Machinery Tractor-trolley
g)
Material Stone spall
h)
Overhead charges @ 0.1 on (e+f+g)
1475.35
i) Contractor's profit @ 0.1 on (e+f+g+h) Cost for 57 Nos. boundary pillar = (a+b +c+d +e+ f+g+h+i )
1622.89 30495.18
Rate for each boundary pillar = (a+b+c+d+e+ f+g+h+i)/57
535.00 say
Note
8.17
807
In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately. G.I Barbed Wire Fencing 1.2 Metre High
Page 12 of 264
535.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 Unit = per running metre Taking output = 30 metres a)
Labour Mate
day
0.090
151.44
13.63
L-12
Blacksmith
day
0.250
264.50
66.13
L-02
Mazdoor
day
2.000
136.69
273.38
L-13
kg
31.420
65.56
2059.90
M-063
kg
80.500
45.00
3622.50
M-179 / 1000
b)
Material Barbed wire 335 metres length @ 9.38 kg per 100 metres MS angle iron 40 mm x 40mm x 6 mm, 23 metres in length @ 3.5 kg per metre Add for GI staple binding wire, drilling holes etc. @ 2 per cent of the cost of material c) Painting Applying two coats of painting on exposed surface of angle iron posts ( Rate as per item no. 8.9) d) Overhead charges @ 0.1 on (a+b) e)
113.65
sqm
2.110
46.00
676.41 7537.57
Rate per metre = (a+b+c+d+e)/30
251.25 say
8.18
807
Item 8.9
614.92
Contractor's profit @ 0.1 on (a+b+d)
Cost for 30 metres fencing = a+b+c+d+e
Note
97.06
251.00
Cost of excavation for foundation and foundation concrete to be added separately in the cost estimate as per approved design. The rate for these items may be taken from respective chapters. G.I Barbed Wire Fencing 1.8 Metre High Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 Unit = per running metre Taking output = 30 metres a)
b)
Labour Mate
day
0.120
151.44
18.17
L-12
Blacksmith
day
0.400
264.50
105.80
L-02
Mazdoor
day
2.500
136.69
341.73
L-13
kg
40.150
65.56
2632.23
M-063
kg
152.000
45.00
6840.00
M-179 / 1000
d)
Material Barbed wire 428 metres length @ 9.38 kg per 100 metres MS angle iron 50 mm x 50 mm x 6 mm,33.8 metres in length @ 4.5 kg per metre Add for GI staple, binding wire, drilling holes etc. @ 2 per cent of the cost of material Painting Applying two coats of painting on exposed surface of angle iron posts Overhead charges @ 0.1 on (a+b)
e)
Contractor's profit @ 0.1 on (a+b+d)
c)
189.44
sqm
3.960
46.00
1012.74 1114.01
Cost for 30 metres fencing = a+b+c+d+e
12436.29
Rate per metre fencing = (a+b+c +d+e)/30
414.54 say
Page 13 of 264
182.16
415.00
Item 8.9
Sr No
Ref. to MoRTH Spec.
Description
Note
8.19
Suggest ive
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Cost of excavation for foundation and foundation concrete to be added separately in the cost estimate as per approved design. The rate for these items may be taken from respective chapters. Fencing With Welded Steel Wire Fabric 75 mm x 50 mm Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects. Unit = Running metre Taking output = 30 m a)
b)
Labour Mate
day
0.120
151.44
18.17
L-12
Welder
day
1.000
264.50
264.50
L-02
Mazdoor
day
2.000
136.69
273.38
L-13
i) Angle iron for posts 50 x 50 x 6 mm
kg
106.000
45.00
4770.00
ii) Runner flat 50 x 5 mm
kg
26.000
45.00
1170.00
kg
151.000
61.00
9211.00
M-179 / 1000 M-179 / 1000 M-191
kg
293.000
28.25
P&M-053
368.00
Item 8.9
Material
iii) Welded steel wire fabric 75x50 mm mesh @ 4 kg/sqm,4 x 30 x 1.2 + 5 per cent wastage OR Welded steel wire fabric 75 x 25 mm mesh @ 7.75 kg/sqm, 7.75 x 30 x 1.2 + 5 per cent wastage Add 2.5 per cent of cost of material for drilling holes in angles, flats, splitting angle at bottom, nuts and bolts and welded consumables c)
Machinery Tractor-trolley
d)
hour
0.100
282.50
sqm
8.000
46.00
Painting Painting two coats including priming
e)
Overhead charges @ 0.1 on (a+b+c)
f)
Contractor's profit @ 0.1 on (a+b+c+e)
1573.53 1730.88
Cost for 30 metre = a+b+c+d+e+f
19407.72
Rate per metre = (a+b+c+d+e+f)/30
Note
8.20
808
646.92 say
647.00
i) Adopt any one type of welded steel wire fabric 75 x 50 mm or 75 x 25 mm as per approved design. ii) The item of excavation and cement concrete in foundation shall be measured and paid separately Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings Unit = Running metre Taking output = 10metres i) Excavation for foundation (6 Nos)6 x 0.6 x 0.6 x 0.6 ii) Foundation concrete M-15 grade PCC 6 x 0.6 x 0.6 x 0.3 iii) Painting of pipe iv) Painting of channel section 6 nos,1.8 metres each 0.2 x 1.8 x 6 = 2.16 a) Labour (For fixing at site)
b)
cum
1.296
138.00
178.85
cum
0.648
4228.00
2739.74
sqm
4.710
46.00
216.66
Item No. 3.13 Item 12.8 (A) Item 8.9
sqm
2.160
46.00
99.36
Item 8.9
Mate
day
0.010
151.44
1.51
L-12
Mazdoor
day
0.250
136.69
34.17
L-13
Plumber
day
0.010
264.50
2.65
L-02
metre
30.000
364.00
10920.00
Material Steel pipe 50 mm external dia as per IS:1239 Page 14 of 264
M-175
Sr No
Ref. to MoRTH Spec.
Description
Unit
Medium weight steel channel (ISMC series) 100 mm x 50 mm,10.8 metres length @ 9.2 kg per metre Add for drilling holes @ 2 per cent of cost of channels c)
kg
Quantity 99.360
Rate Rs
Cost Rs
45.00
M-179 / 1000
89.42
Machinery Tractor-trolley
hour
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
0.040
282.50
11.30
P&M-053
1875.36 2062.89
Cost for 10 metre =i+ii+iii+iv+ a+b+c+d+e
22703.12
Rate per metre = (i+ii+iii+iv+a+b+c+d+e)/10 8.21
4471.20
Remarks/ Input ref.
2270.31 say
2270.00
Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level
808
Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing Unit = Running metre Taking output = 10metres i) Excavation for foundation (6 Nos)6 x 0.6 x 0.6 x 0.6 ii) Foundation concrete M - 15 grade PCC 6 x 0.6 x 0.6 x 0.3 iii) RCC M - 20 for pre cast posts 6 nos of 1.8 metres each iv) Painting of pipe a)
b)
cum
1.296
138.00
178.85
cum
0.648
4228.00
2739.74
cum
0.320
5317.00
1701.44
sqm
4.710
46.00
216.66
Mate
day
0.014
151.44
2.12
L-12
Mazdoor
day
0.350
136.69
47.84
L-13
Plumber
day
0.010
264.50
2.65
L-02
metre
30.000
364.00
10920.00
hour
0.250
282.50
Labour
Material Steel pipe 50 mm dia as per IS:1239
c) d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
70.63
P&M-053
1104.32 1214.76
Cost for 10 metre =i+ii+iii+iv+ a+b+c+d+e
18199.00
Rate per metre = (i+ii+iii+iv+a+b+c+d+e)/10 809
M-175
Machinery Tractor-trolley
8.22
Item No. 3.13 Item 12.8 (A) Item 14.1(A) Item 8.9
1819.90 say
1820.00
15951.00
Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified Unit = Linear metre Taking output = 10 m (i)
a)
M 20 grade concrete cum
3.000
5317.00
Mate
day
0.040
151.44
6.06
L-12
Mazdoor
day
1.000
136.69
136.69
L-13
HYSD steel reinforcement including dowel bars
tonne
0.280
45000.00
12600.00
M-082
Pre-moulded asphalt filler board
sqm
0.320
425.00
136.00
M-144
M 20 grade concrete b)
c)
Item 14.1(A)
Labour
Material
d)
Overhead charges @ 0.1 on (b+c)
e)
Contractor's profit @ 0.1 on (b+c+d)
Cost for 10 metre = a+b+c+d+e
1287.87 1416.66 34687.71
Page 15 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Rate per metre = (a+b+c+d+e)/10
3468.77 say
Note
8.23
810 A
Remarks/ Input ref.
3469.00
i) Excavation and backfilling are incidental to work and not to be measured separately. ii) Rate for RCC M 20 may be taken from chapter on super structure. Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 Unit = Running metre Taking output = 4.5 metre length a)
b)
Labour Mate
day
0.060
151.44
9.09
L-12
Blacksmith
day
0.500
264.50
132.25
L-02
Mazdoor
day
1.000
136.69
136.69
L-13
hour
0.100
282.50
28.25
P&M-053
kg
41.210
45.00
1854.45
kg
88.560
45.00
3985.20
kg
16.240
45.00
730.80
kg
20.000
64.07
1281.40
M-179 / 1000 M-179 / 1000 M-179 / 1000 M-130
Machinery Tractor-trolley
c)
Material Corrugated sheet,3 mm thick, "W" beam section railing,4.5 m in length Channel post 150 x 75 x 5 mm,1.8 m long,3 Nos @ 16.4 kg per metre Spacer 150 x 75 x 5 mm channel 0.33 m long,3 Nos @ 16.4 kg per metre Nuts and bolts Add 25 per cent of the cost of material for fabrication, nuts, bolts and washers etc.) d) Overhead charges @ 0.1 on (a+b+c) e)
1962.96 1012.11
Contractor's profit @ 0.1 on (a+b+c+d)
1113.32
Cost for 4.5 metre = a+b+c+d+e
12246.52
Rate per metre = (a+b+c+d+e)/4.5
2721.45 say
8.23
B
2721.00
Type - B, "THRIE" : Metal Beam Crash Barrier Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810 Unit = Running metre Taking output = 4.5 metre length a)
b)
Labour Mate
day
0.060
151.44
9.09
L-12
Blacksmith
day
0.500
264.50
132.25
L-02
Mazdoor
day
1.000
136.69
136.69
L-13
hour
0.100
282.50
28.25
P&M-053
kg
72.940
49.00
3574.06
M-088
kg
98.400
45.00
4428.00
kg
26.860
45.00
1208.70
M-179 / 1000 M-179 / 1000
Machinery Tractor-trolley
c)
Material Corrugated sheet,3 mm thick, "Thrie" beam section railing,4.5 m in length Channel post 150 x 75 x 5 mm, 2 m long,3 Nos @ 16.4 kg per metre Spacer 150 x 75 x 5 mm channel 0.546 m long,3 Nos Page 16 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Nuts and bolts Add 15 per cent of the cost of material for fabrication, nuts, bolts and washers etc.) d) Overhead charges @ 0.1 on (a+b+c)
kg
e)
Quantity 30.000
Rate Rs
Cost Rs
64.07
1310.91
Contractor's profit @ 0.1 on (a+b+c+d)
1442.00 15861.97
Rate per metre= (a+b+c+d+e)/4.5
3524.88 say
8.24
811
3525.00
In the case of median crash barrier, 'W' metal beam or thrie beam section should be provided on both sides of the vertical posts fixed in the median. Extra provision for metal beam railing and spacer is required to be made when fixed in the median depending on approved design. Road Traffic Signals electrically operated
Note
8.25
M-130
1669.93
Cost for 4.5 metre = a+b+c+d+e
Note
1922.10
Remarks/ Input ref.
Suggest ive
Since it is a ready made item commercially produced and erected by specialised firm in the electrical and electronic field, rate may be taken based on market enquiry from firms specialised in this field and ISI certified for the approved design and drawing. Flexible Crash Barrier, Wire Rope Safety Barrier Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 grade cement concrete foundation 2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per approved design and drawing, rate excluding excavation and cement concrete. Unit = Running metre Taking output = 15 metre a) Labour
b)
Mate
day
0.120
151.44
18.17
L-12
Mazdoor
day
2.000
136.69
273.38
L-13
Blacksmith
day
1.000
264.50
264.50
L-02
kg
190.000
45.00
8550.00
kg
46.000
45.00
2070.00
kg
188.400
45.00
8478.00
kg
65.000
61.00
3965.00
M-179 / 1000 M-179 / 1000 M-179 / 1000 M-177
Material i) RS Joist 100 x 75 mm - 16.5 m @ 11.5 kg per metre
ii) Struts - 2 Nos. for terminal posts,2 m long each 2 x 2 x 11.50 iii) Tie 2 Nos. of 8 mm steel plate,1.5 sqm each for terminal posts @ 62.80 kg/sqm (2 x 1.5) iv) Steel wire rope 40 mm, including 7.50 per cent extra for fixing at ends 15 x 4 x 1.075 @ 1 kg per m Add 5 per cent of cost of material for drilling, gripping, fixing, fabrication and welding consumables c) Painting Applying 2 coats of painting on exposed surface d)
1153.15 sqm
16.500
46.00
hour
0.250
282.50
Tractor-trolley e)
Overhead charges @ 0.1 on (a+b+d)
f)
Contractor's profit @ 0.1 on (a+b+d+e)
2054.59
The items of excavations and cement concrete works will be measured and included separately as per the approved designs and drawings. Anti-Glare Devices in Median
A
P&M-053
2732.71
say
Suggest ive
70.63
30818.82
Rate per m = (a+b+c+d+e+f)/15
8.26
Item 8.9
2484.28
Cost for 15 m = a+b+c+d+e+f
Note
759.00
Machinery
Plantation
Page 17 of 264
2055.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Plantation of shrubs and plants of approved species in the median. apart from cutting off glare from vehicle coming from opposite direction, these plants provide a pleasant envoirenment and are eco-friendly. The rate for this item is available in the chapter 11 on horticulture. B
Anti-glare screen with 25 mm steel pipe framework fixed with circular and rectangular vans Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one metre length and 1.75 metre height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per approved design and drawings. Unit = Running metre Taking output = one metre a)
b)
Labour Mate
day
0.004
151.44
0.61
L-12
Mazdoor
day
0.100
136.69
13.67
L-13
metre
16.000
182.00
2912.00
M-174
kg
4.320
45.00
194.40
kg
4.800
45.00
216.00
M-179 / 1000 M-179 / 1000
Material
i) 25 mm steel pipe ii) MS sheet for 600 x 300 x 3 mm rectangular vane, one number @ 24kg/sqm iii) MS sheet for 250 mm dia circular vane 3 mm thick,4 numbers @ 24 kg/sqm Add 5 per cent cost of material for fabrication, welding, bending, nuts, bolts etc c) Painting Applying 2 coats of painting on exposed surface d)
Overhead charges @ 0.1 on (a+b)
e)
Contractor's profit @ 0.1 on (a+b+d)
166.12 sqm
1.830
46.00
4322.56 say
8.26
C
Item 8.9
385.31
Rate per metre = a+b+c+d+e Note
84.18 350.28
4323.00
The items of excavation and cement concrete as per approved design to be measured and paid separately Anti-glare screen with rectangular vane of MS sheet Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in M-15 cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings Unit = Running metre Taking output = 1.50 metre a)
b)
Labour Mate
day
0.004
151.44
0.61
L-12
Mazdoor
day
0.100
136.69
13.67
L-13
i) Angle iron post,50 x 50 x 6 mm, length 2.35 m
kg
10.580
45.00
476.10
ii) MS sheet 3 mm thick @ 24 kg/sqm
kg
9.000
45.00
405.00
M-179 / 1000 M-179 / 1000
Material
Add 5 per cent of cost of material for fabrication, nuts, bolts etc c) Machinery Tractor-trolley d)
44.06 hour
0.100
282.50
28.25
P&M-053
sqm
0.850
46.00
39.10
Item 8.9
Painting Applying 2 coats of painting
e)
Overhead charges @ 0.1 on (a+b+c)
f)
Contractor's profit @ 0.1 on (a+b+c+e)
Cost for 1.5 m = a+b+c+d+e+f
96.77 106.44 1209.99
Page 18 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Rate per metre = (a+b+c+d+e+f)/1.50
806.66 say
Note
8.27
Suggest ive
Remarks/ Input ref.
807.00
The items of excavation and cement concrete as per approved design to be measured and paid separately. Rate of painting has been analaysed separately in this chapter. Street Lighting Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation. Unit = Each Taking output = one light a)
b)
Labour Mate
day
0.030
151.44
4.54
L-12
Mazdoor
day
0.500
136.69
68.35
L-13
Electrician
day
0.250
264.50
66.13
L-02
1820.00
1820.00
M-171
each
1.000
each
1.000
1213.00
1213.00
M-168
Material i) Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level
ii) Sodium vapour lamp Add 5 per cent of cost of material for holder, electric cable, insulation, ladder, scaffolding etc c) Painting
(i)
For Fixing in Median Providing two coats of alluminium paint over steel circular hollow pipe with overhang on both sides For fixing in Footpath Providing two coats of alluminium paint over steel circular hollow pipe with overhang on one side For Fixing in Median
151.65
sqm
5.750
46.00
264.50
Item 8.9
sqm
4.630
46.00
212.98
Item 8.9
d)
Overhead charges @ 0.1 on (a+b)
e)
Contractor's profit @ 0.1 on (a+b+d)
332.37 365.60
Rate per light for fixing in Median= a+b+c+d+e
4286.13 say
(ii)
Rate per light for Fixing in Footpath = a+b+c+d+e
4234.61 say
Note
8.28
Suggest ive
4286.00
For fixing in Footpath 4235.00
The items of excavation and cement concrete foundation will be measured and included separately in the estimate as per approved design and drawing. The rate for painting has been analysed in this chapter. Lighting on Bridges Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp Unit = Each Taking output = one light a)
b)
Labour Mate
day
0.020
151.44
3.03
L-12
Mazdoor
day
0.400
136.69
54.68
L-13
Electrician
day
0.200
264.50
52.90
L-02
1213.00
1213.00
M-170
each
1.000
each
1.000
1213.00
1213.00
M-168
Material i) Steel circular hollow pole of standard specification for street lighting to mount light at 5 m above deck level
ii) Sodium vapour lamp 70 watt Add 1 per cent of cost of material for holder, electric cable, insulation, ladder, scaffolding etc c) Painting
Page 19 of 264
24.26
Sr No
Ref. to MoRTH Spec.
Description
Unit
d)
Providing two coats of alluminium paint over steel circular hollow pipe Overhead charges @ 0.1 on (a+b)
e)
Contractor's profit @ 0.1 on (a+b+d)
sqm
Quantity 2.760
Rate Rs
Cost Rs
46.00
8.29
Suggest ive
Item 8.9
256.09 281.70
Rate per light = a+b+c+d+e
Note
126.96
Remarks/ Input ref.
3225.61 say
3226.00
13239.60
The items of cement concrete to be measured and paid separately as per approved design. The rate for painting has already been analysed in this chapter. Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.
(i)
Single row for one utility service Unit = Running metre Taking output = 20metres a) Random Rubble masonry/Brick masonry in cement mortar 1:6 for head wall both side b) Labour
c)
d)
cum
2.360
5610.00
Mate
day
0.050
151.44
7.57
L-12
Mazdoor
day
1.000
136.69
136.69
L-13
Mazdoor skilled
day
0.250
164.69
41.17
L-15
Reinforced Cement Concrete pipe 300 mm dia Granular soil with PI less than 6 for bedding and sides of pipe (0.6 x 0.6 x 20 m) Collar for joints 300 mm dia
metre
20.000
1149.00
22980.00
M-151
cum
7.200
727.79
5240.09
M-009
each
9.000
146.00
1314.00
Cement mortar 1:2 for joints
cum
0.020
4152.00
83.04
Item 12.6 (B)
hour
0.500
282.50
141.25
P&M-053
Material
e)
Overhead charges @ 0.1 on (b+c+d)
f)
Contractor's profit @ 0.1 on (b+c+d+e)
2994.38 3293.82
Cost for 20 metre = a+b+c+d+e+f
49471.61
Rate per metre = (a+b+c+d+e+f)/20 (ii)
M-083
Machinery Tractor-trolley
8.29
Item 12.7 (Addl) B)
2473.58 say
2474.00
18905.70
Double row for two utility services Unit = Running metre Taking output = 20metres a) Random Rubble brick/Brick masonry in cement mortar 1:6 for head wall both sides. b) Labour
c)
3.370
5610.00
Mate
day
0.050
151.44
7.57
L-12
Mazdoor
day
2.000
136.69
273.38
L-13
Mazdoor skilled
day
0.250
164.69
41.17
L-15
metre
40.000
1149.00
45960.00
M-151
cum
14.400
727.79
10480.18
M-009
each
18.000
146.00
2628.00
M-083
cum
0.040
4152.00
166.08
Item 12.6 (B)
hour
1.000
282.50
282.50
P&M-053
Material Reinforced Cement Concrete pipe 300 mm dia Granular soil with PI less than 6 for bedding and sides of pipe (0.6 x 0.6 x 40 m) Collar for joints 300 mm dia Cement mortar 1:2 for joints
d)
Machinery Tractor-trolley
e)
Item 12.7 (Addl) B)
cum
Overhead charges @ 0.1 on (b+c+d) Page 20 of 264
5983.89
Sr No
Ref. to MoRTH Spec.
Description f)
Unit
Quantity
Rate Rs
Cost Rs
Contractor's profit @ 0.1 on (b+c+d+e)
6582.28
Cost for 20 metre = a+b+c+d+e+f
91310.75
Rate per metre = (a+b+c+d+e+f)/20 8.29
(iii)
Remarks/ Input ref.
4565.54 say
4566.00
24571.80
Triple rRow for three utility services Unit = Running metre Taking output = 20metres a) Random Rubble brick/Brick masonry in cement mortar 1:6 for head wall both sides. b) Labour
c)
cum
4.380
5610.00
Mate
day
0.160
151.44
24.23
L-12
Mazdoor
day
3.000
136.69
410.07
L-13
Mazdoor skilled
day
1.000
164.69
164.69
L-15
metre
60.000
1149.00
68940.00
M-151
cum
21.600
727.79
15720.26
M-009
each
27.000
146.00
3942.00
M-083
cum
0.060
4152.00
249.12
Item 12.6 (B)
hour
1.500
282.50
423.75
P&M-053
Material Reinforced Cement Concrete pipe 300 mm dia Granular soil with PI less than 6 for bedding and sides of pipe (0.6 x 0.6 x 60 m) Collar for joints 300 mm dia Cement mortar 1:2 for joints
d)
Machinery Tractor-trolley
e)
Overhead charges @ 0.1 on (b+c+d)
f)
Contractor's profit @ 0.1 on (b+c+d+e)
8987.41 9886.15
Cost for 20 metre = a+b+c+d+e+f
133319.49
Rate per metre = (a+b+c+d+e+f)/20
6665.97 say
Note
8.30
8.31
Suggest ive
Suggest ive
1.Inspection chamber at both ends is the responsibility of the agency who is laying the duct. Hence not included. 2.The rates for stone masonry / brick masonry and cement mortar to be adopted from respective clauses. Highway Patrolling and Traffic Aid Post It is proposed to locate one Traffic Aid Post every 50-60 km of the highway. The organisation and financial aspect are required to be finalised in consultation with administrative and traffic authorities . Items Related to Underpass/ Subway/ Overhead Bridge/ Overhead Foot Bridge The items involved for underpass/ subway/ overhead bridge/ overhead foot bridge are earthwork, plain cement concrete, plastering, painting, information sign etc. The rates for these items are available in respective chapters which can be adopted for the quantities derived from the approved designs and drawings
8.32
Suggest ive
Traffic Control System and Communication System Providing a traffic control centre and communication system including telecommunication facilities and related accessories, CCTV, radar, vehicle detection camera, central computer system These are specialised item of telecommunication system and are the commercial products. The designer is required to contact the manufacturers to ascertain market prices. In case of civil works required to be executed for these installations, pricing may be done as per rates in relevant chapters for quantities derived as per approved design and drawing. As regards the locations where such devices are required to be installed, the traffic control authority should be consulted to finalise the location
8.33
Suggest ive
Item 12.7 (Addl) B)
Gantry Mounted Variable Message Sign Board
Page 21 of 264
6666.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 802.3 (i)
Gantry Support System Unit = tonne Taking output=1 tonne a)
b)
c)
Labour Mate
day
0.120
151.44
18.17
L-12
Mazdoor
day
2.000
136.69
273.38
L-13
Blacksmith
day
1.000
264.50
264.50
L-02
tonne
1.050
54574.00
57302.70
Material Alluminium alloy/galvanised steel including 5 per cent wastage Add 15 per cent of cost of material for fabrication and erection. Add 1 per cent of cost of material for nuts, bolts and welding Machinery Truck 10 tonne
8595.41 573.03
hour
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
1.000
315.27
P&M-057
7407.67 81484.37 say
(ii)
315.27 6734.25
Rate per tonne = a+b+c+d+e 8.33
M-060
81484.00
Message Display Message display board 6 sqm electronically operated with complete electronic fitments for flashing the pre-determined messages. This is a specilised commercial product and the lumpsum rate including erection at site is required to be as certained from the market and including in the rate analysis. The size of the board will vary depending upon specific location. The rate for the gantry mounted variable sign would be the addition of cost of gantry support system as per approved design determined at (i) above and the cost of message display board as certained from the market at (ii) above
8.34
Suggest ive
Traffic Impact Attenuators at Abutments and Piers A
With Scrap Tyres Provision and installation of traffic attenuators at abutment/pier of flyovers bridges using scrap tyres of size 100 x 20 retrieved from trucks laid in 2 rows and 4 tiers, one above the other and tied with 20 mm wire rope as per approved design and drawings. Unit = sqm Taking output = 20sqm a)
b)
Labour Mate
day
0.080
151.44
12.12
L-12
Mazdoor
day
1.500
136.69
205.04
L-13
Blacksmith
day
0.250
264.50
66.13
L-02
each
80.000
364.00
29120.00
M-161
kg
150.000
61.00
9150.00
M-176
Material Scrap tyres of size 900 x 20 20 mm steel wire rope
Add 1 per cent of cost of wire rope for clamps etc. c)
91.50
Machinery Tractor-trolley
hour
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
3.000
282.50
4344.15
Cost for 20 sqm = a+b+c+d+e
47785.65
Rate per sqm = (a+b+c+d+e)/20
2389.28 say
8.34
B
847.50 3949.23
Using Plastic/Steel Barrel, Filled with Sand Page 22 of 264
2389.00
P&M-053
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Provision and installation of traffic impact attenuator at abutment/pier of flyovers bridges using plastic/steel barrels 0.60 m dia and 1.0 m in height, filled with sand in three rows and tied with20 mm steel wire rope as per approved design and drawings Unit = sqm Taking output = 20sqm a)
b)
Labour Mate
day
0.130
151.44
19.69
L-12
Mazdoor
day
3.000
136.69
410.07
L-13
Blacksmith
day
0.250
264.50
66.13
L-02
each
50.000
Steel barrels
each
50.000
79.00
3950.00
M-172
Sand
cum
8.000
828.00
6624.00
M-004
kg
15.000
61.00
915.00
M-176
Material Plastic barrels or
20 mm steel wire rope Add 1 per cent of cost of wire rope for clamps etc. c)
9.15
Machinery Tractor-trolley
hour
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
2.000
282.50
15196.43
Rate per sqm = (a+b+c+d+e)/20
759.82 say
C
P&M-053
1381.49
Cost for 20 sqm = a+b+c+d+e
8.34
565.00 1255.90
760.00
With HI - DRO cell Sandwich (Patented) (In this patented HI - DRO cell system, water gets discharged from plastic tubes on impact over a predetermined time, thus absorbing the energy) Providing and installing a patentend HI - DRO cell system as a traffic impact attenuators, using plastic tubes 50 cm dia, 1.2 m in height, 25 mm opening at the top, placed in three rows, filled with water and tied with a 20 mm steel wire rope Unit = sqm Taking output = 10sqm a)
b)
Labour Mate
day
0.100
151.44
15.14
L-12
Mazdoor
day
2.500
136.69
341.73
L-13
Material Plastic tubes 50 cm dia,1.2 m high
each
40.000
3639.00
145560.00
M-139
Cost of water
KL
12.000
10.00
120.00
M-189
20 mm steel wire rope
kg
100.000
61.00
6100.00
M-176
Add 1 per cent of cost of wire rope for clamps etc. c)
61.00
Machinery Tractor-trolley
hour
2.000
282.50
565.00
P&M-053
Water tanker6 KL capacity
hour
2.000
200.00
400.00
P&M-060
d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
15316.29 16847.92
Cost for 10 sqm = a+b+c+d+e
185327.07
Rate per sqm = (a+b+c+d+e)/10
8.35
Suggest ive
18532.71 say
18533.00
151.44
6.06
Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 Unit = Nos Taking output = 50Nos a)
Labour Mate
day Page 23 of 264
0.040
L-12
Sr No
Ref. to MoRTH Spec.
Description
Unit
Mazdoor b)
Material Aluminium studs 100 x 100 mm fitted with lense reflectors
Quantity
Rate Rs
Cost Rs
day
1.000
136.69
136.69
each
50.000
546.00
27300.00
Add 10 per cent of cost of material for fixing and installation
2730.00
c)
Overhead charges @ 0.1 on (a+b)
3017.27
d)
Contractor's profit @ 0.1 on (a+b+c)
M-062
36509.02
Rate per studs = (a+b+c+d)/50
730.18 say
8.36
L-13
3319.00
Cost for 50 studs = a+b+c+d
Suggest ive
Remarks/ Input ref.
730.00
Traffic Cone Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873 Unit = Running metre Taking output = 68 Nos. a)
Labour Mate
day
0.020
151.44
3.03
L-12
Mazdoor
day
0.500
136.69
68.35
L-13
each
68.000
243.00
16524.00
hour
0.100
282.50
b)
Material Traffic cones with 150 mm reflective sleeve
c)
Tractor-trolley d)
Overhead charges @ 0.1 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
1828.60 20114.58
Rate per metre = (a+b+c+d+e)/68
295.80 say
Suggest ive
Roadside Amenities A
Rest areas Providing plainly furnished accommodation for rest rooms, dormitories, restaurants, stalls, shops, petrol pump, telephone booth, first aid room, traffic aid post, police assistance booth, including electricity, toilet and sewerage system Pricing may be done based on current plinth area rates approved by PWD/CPWD/MES for a particular zone. Area is required to be assessed for specific location as per actual site conditions
B
C
Parking areas and bus laybyes for trucks, buses and light vehicles Pricing of parking areas may be done for the quantities of various items based on the approved dimensions and pavement design for a particular terrain and soil. Rates for items may be from respective chapters. Lawn Providing a lawn planted with grass and its maintenance Pricing of lawn may be done as per rates given in the chapter on horticulture for the quantities as per approved dimensions in the drawings
8.38
Suggest ive
28.25 1662.36
Cost for 68 Nos. = a+b+c+d+e
8.37
M-186
Machinery
Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. Unit = sqm Taking output = 100 sqm (including gaps) The rate per sqm of premix carpet and road marking may be adopted from chapter 5 & 8 respectively for the quantities calculated from approved drawings
Page 24 of 264
296.00
P&M-053
Sr No 8.39
Ref. to MoRTH Spec. Suggest ive
Description
Unit
Quantity
Policeman Umbrella Provision of a 2 m high (floor to roof) umbrella for traffic policeman at road crossings, where necessary, installed on a raised platform, built on a central support of a steel pipe 100 mm dia, roof made of 25 mm dia steel pipe to provide covered area of 3 sqm, roofed with CGI sheets, all steel parts to be given 2 coats of paint Unit = each Taking output = one number Earthwork Cement Concrete brick masonry or
Quantities of these items to be calculated as per approved design and cost added as per rates of these items given in chapter 3 and 13
stone masonry
b)
cum cum cum
Painting a)
cum
sqm
2.500
Mate
day
0.090
Mazdoor
day
1.000
Blacksmith
day
1.000
Welder
day
0.250
Labour
Material Steel pipe 100 mm dia
metre
3.500
Steel pipe 25 mm dia
metre
10.000
kg
8.000
hour
0.500
CGI sheets Add 25 per cent of cost of material for fabrication Add 2 per cent of cost of material for welding consumables, J-hooks, washers etc. c) Machinery Tractor-trolley d)
Overheads @ per cent on (a+b+c)
e)
Contractors Profit@ per cent on (a+b+c+d)
Rate per policeman umbrella = a+b+c+d+e 8.40
suggesti ve
High Mast Pole Lighting at Interchanges and Flyovers Providing and erecting a high mast pole lighting with 30 m high hot dip galvanised mast designed to withstand forces exerted with wind speeds of 180 km per hour with 3 seconds gust, as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the base of mast with heavy duty internal lock, lantern carriage, suitable winching arrangement for safe working load of 750 kg and high powered electrically driven power tools for raising and lowering of lantern carriage, flexible 8 core electric cable, lightening conductor, earthing terminal, and fixing 2 nos aviation obstruction lights on top of the mast, all complete as per approved design and drawings This is a specialised work and is generally done by firms who specialise in such jobs. The detailed designs and estimates are submitted by the firms along with their tender for checks by the Department. The cost of this work is required to be worked out based on approved design, drawings and estimate of the lowest tender. A separate contract for this work is concluded as the contractors for road and bridge works generally donot undertake such jobs.
8.41
Toll Plaza The construction, operation and maintenance of Toll Plaza can be broken into separate items of work as under based on the approved design and drawings:a) Provision of toll collection service lane to separate different categories of vehicles for purpose of toll collection. This involves considerable increase in carriage way width b) Provision of 2.5 m wide separators for different toll collection service lanes for safety c) Toll booths with integrated roof cover d) Barrier gates for individual lanes e) Provision of building to provide facility to toll plaza personnel Page 25 of 264
Rate Rs
Cost Rs
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
Unit
f) Toll plaza office equipment and furniture g) Water supply, electricity, sanitation, septic-tank system and drainage h) Telephone, intercomes, wireless communication system i) High mast lighting j) Pavement marking k) Overhead signs l) Fixed message signs (Advance) m) Variable message signs n) Traffic cones and pylons o) First aid post p) Traffic aid post and security The quantities for the above mentioned items may be calculated from the approved design and drawings and their rates adopted from respective chapters of the Standard Data Book 8.42
Safety Devices and Signs in Construction Zones Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 60 cm from the edge of the kerb in case of kerbed roads and 2 to 3 m from the edge of the carriageway in case of un-kerbed roads, the bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 60 mm x 60 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001 Unit = each Taking output = one sign post Following types of signs are required to be fixed in construction zones for safety of traffic a) Diversion one km ahead b)
Traffic sign ahead
c)
Road ahead closed
d)
Men at work
e)
Road narrow
f)
Single file traffic
g)
Right lane diverted
h)
Left lane diverted
i)
Right lane closed
j) Left lane closed k) Median closed l) Diversion to other carriageway m) Traffic signal ahead n) Two way traffic o) Un - even road p) Slippery road q) Loose chippings r) Dual carriageway ends s) Diversion t) Do not enter u) Road closed v) Stop w) Slow x) One way y) Give way z) aa)
Overtaking prohibited Speed limit
bb)
Weight limit
cc)
Height and length limit
dd)
No stopping or standing Page 26 of 264
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
ee) Any other warning or regulatory safety sign as per site requirement and consistent with IRC:SP:55-2001 and IRC:67 The rate for traffic signs are already worked out and given elsewhere in this chapter. The same may be adopted. 8.43
suggesti ve
Portable Barricade in Construction Zone Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 Unit = each Taking output = one steel portable barricade a)
b)
Labour Mate
day
0.020
151.44
3.03
L-12
Mazdoor
day
0.250
136.69
34.17
L-13
Painter
day
0.500
223.36
111.68
L-18
Welder
day
0.250
264.50
66.13
L-02
Angle iron 45 x 45 x 5 mm
kg
25.000
45.00
1125.00
MS sheet 300 mm wide,2.5 m long and 2.6 mm thick
kg
15.000
45.00
675.00
litre
0.500
192.81
96.41
Material
Paint Add 2 per cent of cost of steel for welding consumables, nuts & bolts and drilling holes c) Overhead charges @ 0.1 on (a+b) d)
36.00 214.74
Contractor's profit @ 0.1 on (a+b+c)
236.22
Rate per barricade = a+b+c+d
2598.37 say
8.44
suggesti ve
M-179 / 1000 M-179 / 1000 M-131
2598.00
Permanent Type Barricade in Construction Zone A
With steel components Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 Unit = each Taking output = one barricade a)
b)
Labour Mate
day
0.050
151.44
7.57
L-12
Mazdoor
day
0.300
136.69
41.01
L-13
Painter
day
0.600
223.36
134.02
L-18
Welder
day
0.300
264.50
79.35
L-02
kg
15.000
45.00
675.00
kg
50.000
45.00
2250.00
litre
1.000
192.81
192.81
M-179 / 1000 M-179 / 1000 M-131
Material Angle iron 50 x 50 x 5 mm,2 m long,2 Nos.
MS sheet of 12 SWG,3 Nos of 200 mm width and 4 m length Paint Add 1 per cent of cost of steel for welding consumables, nuts & bolts and drilling holes c) Overhead charges @ 0.1 on (a+b) d)
58.50 343.83
Contractor's profit @ 0.1 on (a+b+c)
378.21
Rate per barricade = a+b+c+d
4160.29 say
8.44
B
With wooden components
Page 27 of 264
4160.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Construction of a permanent type barricade made of wooden components, 1.5 m high from road level, fitted with 3 horizontal planks 200 mm wide and 3.66 m long on 100 x 100mm wooden vertical post, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 Unit = each Taking output = one barricade a)
b)
Labour Mate
day
0.050
151.44
7.57
L-12
Mazdoor
day
0.300
136.69
41.01
L-13
Painter
day
0.600
223.36
134.02
L-18
Carpenter
day
0.600
264.50
158.70
L-04
cum
0.180
24255.00
4365.90
M-185
Material Timber
Add 1 per cent of cost of timber for nuts & bolts, nails, etc. c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
43.66 475.09 522.59
Rate per barricade = a+b+c+d
5748.53 say
8.44
C
5749.00
With bricks Construction of a permanent type barricade made with brick work in mud mortar, 1.5 m high, 4 m long, 600 mm thick, plastered with cement mortar 1:6, painted with yellow and white strips Unit = each Taking output = one barricade a)
b)
Labour Mate
day
0.240
151.44
36.35
L-12
Mazdoor
day
3.000
136.69
410.07
L-13
Painter
day
1.000
223.36
223.36
L-18
Mason
day
2.000
223.36
446.72
L-11
each
1800.000
4.42
7952.72
M-079
110.00
Material Brick
kg
22.000
5.00
Sand
cum
0.090
710.46
63.94
M-081 / 1000 M-005
Paint
litre
1.250
192.81
241.01
M-131
Cement
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
948.42 1043.26
Rate per barricade = a+b+c+d
11475.85 say
8.45
suggesti ve
11476.00
Drum Delineator in Construction Zone Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001 Unit = each Taking output = one drum delineator a)
b)
Labour Mate
day
0.020
151.44
3.03
L-12
Mazdoor
day
0.250
136.69
34.17
L-13
Painter
day
0.250
223.36
55.84
L-18
Material Steel drum 300 mm dia 1.2 m high/empty bitumen drum Paint
each
1.000
79.00
79.00
M-172
litre
0.500
192.81
96.41
M-131
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
26.84 29.53
Rate per drum delineator = a+b+c+d
324.82 say
Page 28 of 264
325.00
Sr No 8.46
Ref. to MoRTH Spec. suggesti ve
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Flagman Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic Unit = each Taking output = one flagman a)
Labour Mate
day
0.040
151.44
6.06
L-12
Mazdoor
day
1.000
136.69
136.69
L-13
each
1.000
91.00
91.00
M-099
1.000
122.00
122.00
M-196
b)
Material
c)
Flag of red color cloth 600 x 600 mm Wooden staff for fastening of flag 25 mm dia, one m long Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
each
35.57 39.13
Rate per flagman = a+b+c+d
430.45 say
Page 29 of 264
430.00
CHAPTER-9 PIPE CULVERTS Sr No
Ref. to MoRTH Spec.
9.1
408
Description
Unit
Rate Rs
Cost Rs
Remarks/ Input ref.
PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Unit = cum Taking output = 15 cum a) Labour Mate Mason Mazdoor b) Material 40mm Aggregate at site Sand at site Cement at site Cost of water c) Machinery Concrete mixer0.4/ 0.28 cum Generator set 33 KVA Water tanker6 KL capacity d) Overhead charges @ 0.1 on (a+b+c) e) Contractor's profit @ 0.1 on (a+b+c+d) Cost for 15 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/15 Note
9.2
Quantity
2900
day day day
0.640 1.000 15.000
151.44 223.36 136.69
96.92 223.36 2050.35
L-12 L-11 L-13
cum cum tonne KL
13.800 6.900 3.300 18.000
916.00 710.46 5000.00 10.00
12640.80 4902.17 16500.00 180.00
M-055 M-005 M-081 M-189
hour hour hour
6.000 6.000 3.000
233.00 406.80 200.00
P&M-009 P&M-079 P&M-060
say
1398.00 2440.80 600.00 4103.24 4513.56 49649.21 3309.95 3310.00
Vibrator is a part of minor T & P which is already included in overhead charges of the contractor. Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .
A
Unit = metre Taking output = 12.5 metres ( 5 pipes of 2.5 m length each ) 1000 mm dia a)
Labour Mate Mason Mazdoor b) Material Sand at site Cement at site RCC pipe NP-4 /prestressed concrete pipe including collar at site Granular material passing 5.6 mm sieve for bedding c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for 12.5 metres = a+b+c+d Rate per metre = (a+b+c+d)/12.5 Note
day day day
0.180 0.500 4.000
151.44 223.36 136.69
27.26 111.68 546.76
L-12 L-11 L-13
cum tonne metre
0.070 0.050 12.500
710.46 5000.00 5000.00
49.73 250.00 62500.00
M-005 M-081 M-149
cum
4.500
727.79
M-009
say
3275.06 6676.05 7343.65 80780.19 6462.42 6462.42
151.44 223.36
42.40 223.36
1. In case of cement craddle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added . 2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings and priced separately on rates available under respective sections
9.2
B
1200 mm dia a) Labour Mate Mason
day day Page 1 of 264
0.280 1.000
L-12 L-11
Sr No
Ref. to MoRTH Spec.
Description
Unit
Mazdoor Material Sand at site Cement at site RCC pipe NP-4/prestressed concrete pipe including collar at site Granular material passing 5-6 mm sieve for class bedding c) Overhead charges @ 0.1 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for 12.5 metres = a+b+c+d Rate per metre= (a+b+c+d)/12.5
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
day
6.000
136.69
820.14
L-13
cum tonne metre
0.090 0.070 12.500
710.46 5000.00 4452.00
63.94 350.00 55650.00
M-005 M-081 M-150
cum
5.000
727.79
3638.95
M-009
say
6078.88 6686.77 73554.44 5884.36 5884.00
b)
Note
9.3
2900
1. In case of cement craddle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added . 2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings and priced separately on rates available under respective sections Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . Unit = metre
A
Taking output = 12.5 metres ( 10 pipes of 2.5 m length each in two rows.) 1000 mm dia a)
b)
Labour Mate
day
0.360
151.44
54.52
Mason
day
1.000
223.36
223.36
L-11
Mazdoor
day
8.000
136.69
1093.52
L-13
Material Sand at site
cum
0.140
710.46
99.46
M-005
Cement at site
tonne
0.100
5000.00
500.00
M-081
RCC pipe NP-4/prestressed concrete pipe including collar at site Granular material passing 5.6 mm sieve for bedding
metre
25.000
5000.00
125000.00
M-149
cum
12.500
727.79
9097.38
M-009
c)
Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
13606.82 14967.51
Cost for 12.5 metres = a+b+c+d
164642.57
Rate per metre = (a+b+c+d)/12.5 Note
9.3
B
L-12
13171.41
1. In case of cement craddle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added . 2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings and priced separately on rates available under respective sections
say
13171.00
1200 mm dia a)
b)
Labour Mate
day
0.560
151.44
84.81
Mason
day
2.000
223.36
446.72
L-12 L-11
Mazdoor
day
12.000
136.69
1640.28
L-13
cum
0.180
710.46
127.88
M-005
tonne
0.140
5000.00
700.00
M-081
Material Sand at site Cement at site Page 2 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
c)
RCC pipe NP-4 /prestressed concrete pipe including collar at site Granular material passing 5-6 mm sieve for class bedding Overhead charges @ 0.1 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
Quantity
Rate Rs
Cost Rs
metre
25.000
4452.00
111300.00
M-150
cum
13.750
727.79
10007.11
M-009
12430.68 13673.75
Cost for 12.5 metres = a+b+c+d
150411.23
Rate per metre= (a+b+c+d)/12.5 Note
12032.90
1. In case of cement craddle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added . 2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings and priced separately on rates available under respective sections
Page 3 of 264
Remarks/ Input ref.
say
12033.00
CHAPTER-12 FOUNDATIONS Sr No
Ref. to MoRTH Spec.
12.1
304
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I
Ordinary soil Unit = cum Taking output = 10 cum
A (i)
Manual Means Depth upto 3 m a) Labour Mate Mazdoor b) Overhead charges @ 0.2 on (a) c) Contractor's profit @ 0.1 on (a+b) Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10
day day
0.14 3.50
151.44 136.69
21.20 478.42 99.92 59.95 659.49 65.95 66.00
L-12 L-13
27.26 615.11 128.47 77.08 847.92 84.79 85.00
L-12 L-13
L-12 L-13
say
36.35 820.14 171.30 102.78 1130.56 113.06 113.00
say Note
12.1 (I) A
(ii)
1. Cost of dewatering may be added where required upto, 10 per cent of labour cost Assessment for dewatering shall be made as per site conditions. 2.The excavated earth can be used partially for backfilling of foundation pit and partly for road work except for marshy soil. Hence cost of disposal has not been added except for marshy soil. This remark is common to all cases of item 12.1 excluding marshy soil. 3.The cost of shoring and shuttering, where needed, may be added @ 1 per cent on cost of excavation for open foundation. Depth 3 m to 6 m a) Labour Mate/Supervisor Mazdoor b) Overhead charges @ 0.2 on (a) c) Contractor's profit @ 0.1 on (a+b) Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10
day day
0.18 4.50
151.44 136.69
say
12.1 (I) A
Note
Cost of dewatering may be added where required upto 15 per cent of labour cost. Assessment for dewatering shall be done as per actual ground conditions.
(iii)
Depth above 6 m a) Labour Mate/Supervisor Mazdoor b) Overhead charges @ 0.2 on (a) c) Contractor's profit @ 0.1 on (a+b) Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10
Note
12.1 (I)
B (i)
1. Cost of dewatering may be added where required upto 20 per cent of labour cost. Assessment for dewatering shall be made as per site conditions.. Mechanical Means Depth upto 3 m Unit = cum Taking output = 240 cum a) Labour Mate Mazdoor b) Machinery Hydraulic excavator 1.0 cum bucket capacity c) Overhead charges @ 0.2 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Cost for 240 cum = a+b+c+d Rate per cum = (a+b+c+d)/240 Page 1 of 264
day day
0.24 6.00
151.44 136.69
day day
0.32 8.00
151.44 136.69
48.46 1093.52
L-12 L-13
hour
6.00
1302.00
7812.00 1790.80 1074.48 11819.25 49.25
P&M-026
Sr No
Ref. to MoRTH Spec.
Description
Note
12.1 (I) B
(ii)
Unit
Quantity
Rate Rs say
49.00
Remarks/ Input ref.
Cost of dewatering upto 5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions.. Depth 3 m to 6 m Unit = cum Taking output = 210 cum a) Labour Mate Mazdoor b) Machinery Hydraulic excavator 1.0 cum bucket capacity c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
day day
0.32 8.00
151.44 136.69
48.46 1093.52
L-12 L-13
hour
6.00
1302.00
7812.00
P&M-026
1790.80 1074.48
Cost for 210 cum = a+b+c+d
11819.25
Rate per cum = (a+b+c+d)/210
56.28 say
12.1 (I) B
Cost Rs
Note
Cost of dewatering upto 7.5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions..
(iii)
Depth above 6m
56.00
Unit = cum Taking output = 180 cum a)
b)
Labour Mate
day
0.40
151.44
60.58
L-12
Mazdoor
day
10.00
136.69
1366.90
L-13
hour
6.00
1302.00
7812.00
P&M-026
Machinery Hydraulic excavator 1.0 cum bucket capacity
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
1847.90 1108.74
Cost for 180 cum = a+b+c+d
12196.11
Rate per cum = (a+b+c+d)/180
67.76 say
Note
12.1
68.00
1. Cost of dewatering upto 10 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions..
II
2.Labour provided for excavation by mechanical means includes that required for trimming of bottom and side slopes. Ordinary Rock (not requiring blasting)
A
Manual Means
(i)
Depth upto 3 m Unit = cum Taking output = 10 cum a)
Labour Mate
day
0.20
151.44
30.29
L-12
Mazdoor
day
5.00
136.69
683.45
L-13
b)
Overhead charges @ 0.2 on (a)
c)
Contractor's profit @ 0.1 on (a+b)
142.75 85.65
Cost for 10 cum = a+b+c
942.13
Rate per cum = (a+b+c)/10
94.21 say
Note
12.1(II)
B
Cost of dewatering upto 10 per cent of labour cost may be added, where required. Assessment for dewatering shall be made as per site conditions.. Mechanical Means Unit = cum Taking output = 180 cum a)
Labour Page 2 of 264
94.00
Sr No
Ref. to MoRTH Spec.
Description
b)
Unit
Quantity
Rate Rs
day
0.24
151.44
36.35
L-12
Mazdoor
day
6.00
136.69
820.14
L-13
hour
6.00
1302.00
7812.00
P&M-026
Machinery
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
1733.70 1040.22
Cost for 180 cum = a+b+c+d
11442.40
Rate per cum = (a+b+c+d)/180
63.57 say
12.1
Remarks/ Input ref.
Mate
Hydraulic excavator 1.0 cum bucket capacity
Note
Cost Rs
III
1.Cost of dewatering upto 10 per cent of (a+b), may be added, where required Assessment for dewatering shall be made as per site conditions. 2.In case of rock, foundation beyond3 m is not dug and hence not included. Hard Rock ( requiring blasting )
A
Manual Means
64.00
Unit = cum Taking output = 10 cum a)
b)
Labour Mate
day
0.35
151.44
53.00
L-12
Driller
day
0.50
264.50
132.25
L-06
Blaster
day
0.25
264.50
66.13
L-03
Mazdoor
day
8.00
136.69
1093.52
L-13
hour
1.00
319.00
319.00
P&M-001
511.00
M-104
Machinery Air Compressor 250 cfm with 2 jack hammer for drilling.
c)
Material Blasting Material
kg
3.50
146.00
Detonator electric
each
14.00
14.56
d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
475.75 285.45
Cost for 10 cum = a+b+c+d+e
3139.94
Rate per cum = (a+b+c+d+e)/10
313.99 say
Note
12.1
IV
203.84 M-094/100
314.00
Cost of dewatering @ 10 per cent of (a+b) may be added, where required Assessment for dewatering shall be made as per site conditions. Hard Rock ( blasting prohibited ) Unit = cum Taking output = 10 cum
A
Mechanical Means a)
Labour Mate
day
0.20
151.44
30.29
L-12
Mazdoor
day
5.00
136.69
683.45
L-13
hour
6.00
319.00
1914.00
P&M-001
b)
Machinery
c)
Air Compressor 250 cfm with 2 leads of pneumatic breaker Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
525.55 315.33
Cost for 10 cum = a+b+c+d
3468.61
Rate per cum = (a+b+c+d)/10
346.86 say
Note
12.1
V
1. Cost of dewatering upto10 per cent of (a+b), may be added, where required Assessment for dewatering shall be made as per site conditions. 2.In case of rock, foundation beyond3 m is not dug and hence not included. Marshy Soil Unit = cum
Page 3 of 264
347.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Taking output = 10 cum Depth upto 3 m A
Manual means a)
b)
Labour Mate/Supervisor
day
0.40
151.44
60.58
L-12
Mazdoor
day
10.00
136.69
1366.90
L-13
hour
2.67
282.50
754.28
P&M-053
Machinery Tractor-trolley for removal.
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
436.35 261.81
Cost for 10 cum = a+b+c+d
2879.91
Rate per cum = ( a+b+c+d)/ 10
287.99 say
Note
12.1 (V)
B
2. Shoring & strutting 15 per cent of (a), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item12.1 (i) to (iv) for ordinary soil Mechanical Means a)
b)
Labour Mate
day
0.08
151.44
12.12
L-12
Mazdoor for dressing sides, bottom and backfilling
day
2.00
136.69
273.38
L-13
hour
0.17
1302.00
221.34
P&M-026
hour
0.45
0.00
P&M-048
Machinery Hydraulic excavator 1.0 cum bucket capacity @ 60 cum per hour Tipper 5.5 cum capacity, 4 trips per hour.
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
101.37 60.82
Cost for 10 cum = a+b+c+d
669.02
Rate per cum = (a+b+c+d)/10
66.90 say
Note
VI
288.00
1. Cost of dewatering @ 30 per cent of (a), may be added, where required Assessment for dewatering shall be made as per site conditions.
67.00
1. Cost of dewatering @ 20 per cent of (a+b) may be added, where required 2. Shoring & strutting @ 10 per cent of (a+b), where required may be added 3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item 12.1 (i) to (iv) for ordinary soil Back Filling in Marshy Foundation Pits Unit : Cum Taking Output : 6 cum a)
b)
Labour Mate
day
0.12
151.44
18.17
L-12
Mazdoor for dressing sides, bottom and backfilling
day
3.00
136.69
410.07
L-13
hour
2.00
282.50
565.00
P&M-053
Machinery Tractor-trolley for transportation
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
198.65 119.19
Cost for 6 cum = a+b+c+d
1311.08
Rate per cum = (a+b+c+d)/6
218.51 say
12.2
304
Filling Annular Space Around Footing in Rock Unit = cum Taking out put = 1 cum Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per item 12.4.
Page 4 of 264
219.00
Sr No 12.3
Ref. to MoRTH Spec.
Description
304
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Sand Filling in Foundation Trenches as per Drawing & Technical Specification Unit = cum Taking output = 1 cum a)
b)
Labour Mate
day
0.01
151.44
1.51
L-12
Mazdoor
day
0.30
136.69
41.01
L-13
cum
1.20
476.80
572.16
M-006
Material Sand (assuming 20 per cent voids)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
122.94 73.76
Rate per cum = a+b+c+d
811.38 say
12.4
2100
811.00
PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Unit = cum Taking output = 15 cum a)
b)
255.94
Labour Mate
day
0.64
151.44
96.92
Mason
day
1.00
223.36
223.36
L-11
Mazdoor
day
15.00
136.69
2050.35
L-13
40 mm Aggregate
cum
13.50
916.00
12366.00
M-055
coarse Sand
cum
6.75
710.46
4795.61
M-005
cement
tonne
3.45
5000.00
17250.00
M-081
KL
18.00
10.00
180.00
M-189
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Water tanker 6 KL capacity
hour
2.00
200.00
400.00
P&M-060
Material
Cost of water c)
Machinery
d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
8240.21 4944.12
Cost for 15 cum = a+b+c+d+e
54385.37
Rate per cum = (a+b+c+d+e)/15 Note 12.5
1300
L-12
3625.69 say
3626.00
Vibrator is a part of minor T & P which is already included in overhead charges of the contractor. Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Unit = cum Taking output = 5 cum a)
b)
Material Bricks Ist class
each
2500.00
4.42
11045.45
M-079
Cement mortar 1:3 (Rate as in Item 12.6 A subanalysis) Labour
cum
1.20
3425.00
4110.00
Item 12.6 (A)
Mate
day
0.48
151.44
72.69
Mason
day
4.00
223.36
893.44
L-11
Mazdoor
day
8.00
136.69
1093.52
L-13
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
3443.02 2065.81
Cost for 5 cum = a+b+c+d
22723.93
Rate per cum (a+b+c+d)/5
4544.79 say Page 5 of 264
4545.00
L-12
Sr No 12.6
Ref. to MoRTH Spec. Subanalysis
Description (A)
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Cement Mortar 1:3 (1 cement : 3 sand)
Unit = 1 cum Taking output = 1 cum a)
b)
Materials Cement
tonne
0.51
5000.00
2550.00
M-081
Sand
cum
1.05
710.46
745.98
M-005
Mate
day
0.04
151.44
6.06
L-12
Mazdoor
day
0.90
136.69
123.02
L-13
say
3425.00
Labour
Total Material and Labour = (a+b) Subanalysis (Addl.)
(B)
Cement Mortar1:2 (1cement :2 sand)
Unit = 1 cum Taking output = 1 cum a)
b)
Materials Cement
tonne
0.67
5000.00
3360.00
M-081
Sand
cum
0.93
710.46
660.73
M-005
Mate
day
0.04
151.44
6.06
L-12
Mazdoor
day
0.90
136.69
123.02
L-13
say
4150.00
Labour
Total Material and Labour = (a+b) Subanalysis (Addl.)
(C)
Cement Mortar1:4 (1cement :4 sand)
Unit = 1 cum Taking output = 1 cum a)
b)
Materials Cement
tonne
0.40
5000.00
2016.00
M-081
Sand
cum
1.12
710.46
795.72
M-005
Mate
day
0.04
151.44
6.06
L-12
Mazdoor
day
0.90
136.69
123.02
L-13
say
2941.00
Labour
Total Material and Labour = (a+b) Subanalysis (Addl.)
(D)
Cement Mortar1:6 (1cement :6 sand)
Unit = 1 cum Taking output = 1 cum a)
b)
Materials Cement
tonne
0.29
5000.00
1440.00
M-081
Sand
cum
1.34
710.46
949.99
M-005
Mate
day
0.04
151.44
6.06
L-12
Mazdoor
day
0.90
136.69
123.02
L-13
say
2519.00
2705.04
14877.72
Labour
Total Material and Labour = (a+b) 12.7
1400
Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. Unit = cum Taking output = 5 cum
1405.4
(A)
Square Rubble Coursed Rubble Masonry (first sort) a)
Material Stone
cum Page 6 of 264
5.50
M-169
Sr No
Ref. to MoRTH Spec.
Description
Unit
Through and bond stone
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
each
35.00
14.45
505.86
M-182
Cement mortar 1:3 (Rate as in Item 12.6 A subanalysis) Labour
cum
1.50
3425.00
5137.50
Item 12.6 (A)
Mate
day
0.66
151.44
99.95
Mason
day
7.50
223.36
1675.20
L-11
Mazdoor
day
9.00
136.69
1230.21
L-13
(35no.x0.24mx0.24mx0.39m = 0.79 cu.m)
b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
4705.29 2823.17
Cost for 5 cum = a+b+c+d
31054.89
Rate per cum (a+b+c+d)/5 1405.3
(B)
L-12
6210.98 say
6211.00
Random Rubble Masonry ( coursed/uncoursed ) Unit = cum Taking output = 5 cum a)
Material Stone
cum
5.50
2604.51
14324.81
M-148
Through and bond stone
each
35.00
14.45
505.86
M-182
Cement mortar 1:3 (Rate as in Item 12.6 A subanalysis) Labour
cum
1.55
3425.00
5308.75
Item 12.6 (A)
Mate
day
0.62
151.44
93.89
L-12
Mason
day
6.00
223.36
1340.16
L-11
Mazdoor
day
9.00
136.69
1230.21
L-13
(35nos.x0.24mx0.24mx0.39m = 0.79 cu.m)
b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
4560.73 2736.44
Cost for 5 cum = a+b+c+d
30100.85
Rate per cum (a+b+c+d)/5 Note
12.8
1500, 1700 & 2100 A
6020.17 say
6020.00
The labour already considered in cement mortar has been taken into account while proposing labour for masonry works. Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 Unit = cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
4.13
5000.00
20650.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
40 mm Aggregate
cum
8.10
916.00
7419.60
M-055
20 mm Aggregate
cum
4.05
1028.00
4163.40
M-053
10 mm Aggregate
cum
1.35
1005.00
1356.75
M-051
Mate
day
0.86
151.44
130.24
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 63 KVA
hour
6.00
535.00
3210.00
P&M-019
Labour
Machinery
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, labour and machinery
Page 7 of 264
3080.00 1847.70
Sr No
Ref. to MoRTH Spec.
Description
Unit
e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
Quantity
Rate Rs
5764.82 63412.97
Rate per cum = (a+b+c+d+e+f)/15
12.8
B
Remarks/ Input ref.
9608.03
Cost for 15 cum = a+b+c+d+e+f
Note
Cost Rs
4227.53 say
4228.00
Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete works. PCC Grade M20 Unit : cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
5.16
5000.00
25800.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
40 mm Aggregate
cum
5.40
916.00
4946.40
M-055
20 mm Aggregate
cum
5.40
1028.00
5551.20
M-053
10 mm Aggregate
cum
2.70
1005.00
2713.50
M-051
Mate
day
0.86
151.44
130.24
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Labour
Machinery
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d) f)
3390.00 2033.78 10575.67
Contractor's profit @ 0.1 on (a+b+c+d+e)
6345.40
Cost for 15 cum = a+b+c+d+e+f
69799.44
Rate per cum = (a+b+c+d+e+f)/15 12.8
C Case I
4653.30 say
4653.00
RCC Grade M20 Using Concrete Mixer Unit = cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
5.21
5000.00
26050.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.86
151.44
130.24
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Labour
Machinery
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 4 per cent on (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3443.00 2065.49 10740.55 6444.33
Cost for 15 cum = a+b+c+d+e+f
70887.66
Rate per cum = ( a+b+c+d+e+f )/15
4725.84 say
Page 8 of 264
4726.00
Sr No 12.8 C
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Case II With Batching Plant, Transit Mixer and Concrete Pump Unit : cum Taking Output = 120 cum a) Material
b)
c)
Cement
tonne
41.66
5000.00
208300.00
M-081
Coarse Sand
cum
54.00
828.00
44712.00
M-004
20 mm Aggregate
cum
64.80
1028.00
66614.40
M-053
10 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
Mate
day
0.84
151.44
127.21
Mason
day
3.00
223.36
670.08
L-11
Mazdoor
day
18.00
136.69
2460.42
L-13
Batching Plant @ 20 cum/hour
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader 1 cum capacity
hour
6.00
806.00
4836.00
P&M-017
Transit Mixer 4 cum capacity for lead upto 1 km.
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
6
256.00
1536.00
P&M-050 Lead= 1 km P&M-007
Labour
Machinery
Lead beyond 1 km, L-lead in km
Concrete Pump
hour
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d) f)
3388.00 16260.23 84553.21
Contractor's profit @ 0.1 on (a+b+c+d+e)
50731.93
Cost for 120 cum = a+b+c+d+e+f
558051.18
Rate per cum = ( a+b+c+d+e+f )/120 12.8
D Case I
L-12
4650.43 say
4650.00
PCC Grade M25 Using Concrete Mixer Unit = cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
5.99
5000.00
29950.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
40 mm Aggregate
cum
5.40
916.00
4946.40
M-055
20 mm Aggregate
cum
5.40
1028.00
5551.20
M-053
10 mm Aggregate
cum
2.70
1005.00
2713.50
M-051
Mate
day
0.86
151.44
130.24
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Labour
Machinery
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3667.00 2062.30 11411.38 6846.83
Cost for 15 cum = a+b+c+d+e+f
75315.08
Rate per cum = ( a+b+c+d+e+f )/15
5021.01 say
12.8 D
Case II With Batching Plant, Transit Mixer and Concrete Pump Unit : cum Page 9 of 264
5021.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Taking Output = 120 cum a)
b)
c)
Material Cement
tonne
47.95
5000.00
239750.00
M-081
Coarse sand
cum
54.00
828.00
44712.00
M-004
40 mm Aggregate
cum
43.20
916.00
39571.20
M-055
20 mm Aggregate
cum
43.20
1028.00
44409.60
M-053
10 mm Aggregate
cum
21.60
1005.00
21708.00
M-051
Mate
day
0.84
151.44
127.21
Mason
day
3.00
223.36
670.08
L-11
Mazdoor
day
18.00
136.69
2460.42
L-13
Batching Plant @ 20 cum/hour
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader 1 cum capacity
hour
6.00
806.00
4836.00
P&M-017
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
6
256.00
1536.00
P&M-050 Lead= 1 km P&M-007
Labour
Machinery
Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L lead in Kilometer Concrete Pump
hour
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d) f)
3614.00 16260.53 89974.95
Contractor's profit @ 0.1 on (a+b+c+d+e)
53984.97
cost of 120 cum = a+b+c+d+e+f
593834.66
Rate per cum = (a+b+c+d+e+f)/120 12.8
E Case I
L-12
4948.62 say
4949.00
RCC Grade M25 Using Concrete Mixer Unit = cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
6.05
5000.00
30250.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.86
151.44
130.24
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Labour
Machinery
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent of a+b+c. e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3723.00 2093.90 11586.24 6951.74
cost of 15 cum = a+b+c+d+e+f
76469.16
Rate per cum (a+b+c+d+e+f )/15
5097.94 say
12.8 E
Case II With Batching Plant, Transit Mixer and Concrete Pump Unit: cum Taking Output = 120 cum a)
Material
Page 10 of 264
5098.00
Sr No
Ref. to MoRTH Spec.
Description
b)
c)
Unit
Rate Rs
tonne
48.38
5000.00
241900.00
M-081
cum
54.00
828.00
44712.00
M-004
20 mm Aggregate
cum
64.80
1028.00
66614.40
M-053
10 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
Mate
day
0.84
151.44
127.21
Mason
day
3.00
223.36
670.08
L-11
Mazdoor
day
18.00
136.69
2460.42
L-13
Batching Plant @ 20 cum/hour
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader 1 cum capacity 1 cum
hour
6.00
806.00
4836.00
P&M-017
Transit Mixer 4 cum capacity for lead upto 1 km.
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
P&M-050 Lead= 1 km
6.00
256.00
1536.00
P&M-007
Labour
hour
3668.00 16503.97 91321.96
Contractor's profit @ 0.1 on (a+b+c+d+e)
54793.17
cost of 120 cum = a+b+c+d+e+f
602724.91
Rate per cum (a+b+c+d+e+f )/120
Case I
L-12
Machinery
Concrete Pump
F
Remarks/ Input ref.
Coarse sand
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.75 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d)
12.8
Cost Rs
Cement
Transit Mixer 4 cum capacity lead beyond 1 Km, L lead in Kilometer
f)
Quantity
5022.71 say
5023.00
PCC Grade M30 Using Concrete Mixer Unit = cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
6.08
5000.00
30400.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
40 mm Aggregate
cum
5.40
916.00
4946.40
M-055
20 mm Aggregate
cum
5.40
1028.00
5551.20
M-053
10 mm Aggregate
cum
2.70
1005.00
2713.50
M-051
Mate
day
0.86
151.44
130.24
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Labour
Machinery
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.50 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d) f)
3697.00 1940.56 11477.03
Contractor's profit @ 0.1 on (a+b+c+d+e)
6886.22
cost of 15 cum = a+b+c+d+e+f
75748.39
Rate per cum (a+b+c+d+e+f )/15 12.8 F
5049.89 say
5050.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit : cum Taking Output = 120 cum a)
Material Cement
tonne
48.60
5000.00
243000.00
M-081
Coarse sand
cum
54.00
828.00
44712.00
M-004
Page 11 of 264
Sr No
Ref. to MoRTH Spec.
Description
b)
c)
Unit
Rate Rs
cum
43.20
916.00
39571.20
M-055
cum
43.20
1028.00
44409.60
M-053
10 mm Aggregate
cum
21.60
1005.00
21708.00
M-051
Mate
day
0.84
151.44
127.21
Mason
day
3.00
223.36
670.08
L-11
Mazdoor
day
18.00
136.69
2460.42
L-13
Batching Plant @ 20 cum/hour
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader 1 cum capacity
hour
6.00
806.00
4836.00
P&M-017
Transit Mixer 4 cum capacity for lead upto 1 km.
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
P&M-050 Lead= 1 km
6.00
256.00
1536.00
P&M-007
Labour
hour
3641.00 15290.25 90430.89
Contractor's profit @ 0.1 on (a+b+c+d+e)
54258.53
cost of 120 cum = a+b+c+d+e+f
596843.88
Rate per cum (a+b+c+d+e+f )/120
Case I
L-12
Machinery
Concrete Pump
G
Remarks/ Input ref.
20 mm Aggregate
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.50 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d)
12.8
Cost Rs
40 mm Aggregate
Transit Mixer 4 cum capacity lead beyond 1 Km, L lead in Kilometer
f)
Quantity
4973.70 say
4974.00
RCC Grade M30 Using Concrete Mixer Unit = cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
6.10
5000.00
30500.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.86
151.44
130.24
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Labour
Machinery
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.5 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d) f)
3740.00 1963.05 11610.07
Contractor's profit @ 0.1 on (a+b+c+d+e)
6966.04
cost of 15 cum = a+b+c+d+e+f
76626.45
Rate per cum = (a+b+c+d+e+f)/15 12.8 G
Case II
5108.43 say
5108.00
Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)
Material Cement
tonne
48.80
5000.00
244000.00
M-081
Coarse sand
cum
54.00
828.00
44712.00
M-004
20 mm Aggregate
cum
64.80
1028.00
66614.40
M-053
10 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
Page 12 of 264
Sr No
Ref. to MoRTH Spec.
Description b)
c)
Unit
Rate Rs
day
0.84
151.44
127.21
Mason
day
3.00
223.36
670.08
L-11
Mazdoor
day
18.00
136.69
2460.42
L-13
Batching Plant @ 20 cum/hour
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader 1 cum capacity
hour
6.00
806.00
4836.00
P&M-017
Transit Mixer 4 cum capacity for lead upto 1 km.
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
6.00
256.00
1536.00
P&M-050 Lead= 1 km P&M-007
hour
3686.00 15477.20 91536.60
Contractor's profit @ 0.1 on (a+b+c+d+e)
54921.96
cost of 120 cum = a+b+c+d+e+f
604141.58
Rate per cum (a+b+c+d+e+f )/120
Case I
L-12
Machinery
Concrete Pump
H
Remarks/ Input ref.
Labour
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3.5 per cent of cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d)
12.8
Cost Rs
Mate
Transit Mixer 4 cum capacity lead beyond 1 Km, L lead in Kilometer
f)
Quantity
5034.51 say
5035.00
RCC Grade M35 Using Concrete Mixer Unit = cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
6.33
5000.00
31650.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.86
151.44
130.24
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Labour
Machinery
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3 per cent on a+b+c e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3816.00 1717.12 11790.88 7074.53
cost of 15 cum = a+b+c+d+e+f
77819.81
Rate per cum = (a+b+c+d+e+f)/15 12.8 H
5187.99 say
5188.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit ; cum Taking Output = 120 cum a)
b)
Material Cement
tonne
50.64
5000.00
253200.00
M-081
Coarse sand
cum
54.00
828.00
44712.00
M-004
20 mm Aggregate
cum
64.80
1028.00
66614.40
M-053
10 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
Mate
day
0.84
151.44
127.21
L-12
Mason
day
3.00
223.36
670.08
L-11
Labour
Page 13 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Mazdoor c)
Rate Rs
Remarks/ Input ref.
day
18.00
136.69
2460.42
L-13
Batching Plant @ 20 cum/hour
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader1 cum capacity
hour
6.00
806.00
4836.00
P&M-017
Transit Mixer 4 cum capacity for lead upto 1 km.
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
P&M-050 Lead= 1 km
6.00
256.00
1536.00
P&M-007
Concrete Pump
hour
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 3 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d)
3762.00 13542.17 92989.60
Contractor's profit @ 0.1 on (a+b+c+d+e)
55793.76
cost of 120 cum = a+b+c+d+e+f
613731.34
Rate per cum = (a+b+c+d+e+f)/120 Note:
Cost Rs
Machinery
Transit Mixer 4 cum capacity lead beyond 1 Km, L lead in Kilometer
f)
Quantity
5114.43 say
5114.00
Where ever concrete is carried out using batching plant, transit mixer, concrete pump, Admixtures @ 0.4 per cent of weight of cement may be added for achieving desired slump of concrete.
WELL FOUNDATION 12.9
1200
A
Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well. Assuming depth of water 1.0 m and height of island to be 1.25 m. Unit = 1 No Taking output = 1 No. a)
b)
c)
Material Earth (compacted)
cum
251.20
28.0
7033.60
M-092
Sand bags
each
750.00
7.00
5250.00
M-159
Labour Mate
day
0.40
151.44
60.58
L-12
Mazdoor for filling sand bags, stitching and placing
day
15.00
136.69
2050.35
L-13
hour
20.00
853.00
17060.00
P&M-012
Machinery Crane with grab 1 cum capacity
Consumables @ 2.5 per cent of (c) above d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
426.50 6376.21 3825.72
Rate per No. (a+b+c+d+e) Note 12.9
B
42082.95 say
42083.00
It is assumed that earth will be available within the working space of crane with grab bucket. Assuming depth of water 4.0 m and height of island 4.5 m. Unit = 1No Taking output = 1 No a)
b)
Material Earth (compacted)
cum
904.32
28.00
25320.96
M-092
Sand bags
each
6000.00
7.00
42000.00
M-159
Wooden ballies 8" Dia and 9 m long
each
95.00
91.00
8645.00
M-194
Wooden ballies 2" Dia for bracing
metre
190.00
61.00
11590.00
M-193
Labour Mate
day
5.60
151.44
848.06
L-12
Mazdoor for piling 8" dia ballies for piling 8" dia ballies
day
18.00
136.69
2460.42
L-13
Mazdoor for bracing with 2" dia ballies
day
12.00
136.69
1640.28
L-13
Page 14 of 264
Sr No
Ref. to MoRTH Spec. c)
Quantity
Rate Rs
Unit
Mazdoor for filling sand bags, stitching and placing
day
110.00
136.69
15035.90
L-13
hour
50.00
853.00
42650.00
P&M-012
Machinery Crane with grab 1 cum capacity
Consumables and other arrangements for piling ballies @ 2.5 per cent of (a+b+c). d) Overhead charges @ 0.2 on (a+b+c) e)
3754.77 30789.08
Contractor's profit @ 0.1 on (a+b+c+d)
18473.45
Rate per No. (a+b+c+d+e) Note
12.9
C
Cost Rs
Remarks/ Input ref.
Description
203207.91 say
203208.00
For other well diameters rate can be worked out on the basis of cross-sectional area of well. The diameter of the island shall be in the conformity with clause 1203.2 of MoRTH specifications. Providing and constructing one span service road to reach island location from one pier location to another pier location Assuming span length 30 m, width of service road 10m and depth of water 1m Unit = 1 meter Taking output = 30 metre a)
b)
c)
Material Earth
cum
450.00
28.00
12600.00
M-092
Sand bags
each
300.00
7.00
2100.00
M-159
Mate
day
0.24
151.44
36.35
L-12
Mazdoor for filling sand bags, stitching and placing
day
6.00
136.69
820.14
L-13
Front end Loader 1 cum capacity
hour
27.00
806.00
21762.00
P&M-017
Tipper 5.5 cum capacity
hour
28.00
339.00
9492.00
P&M-048
Labour
Machinery
d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
9362.10 5617.26
Cost for 30 m (a+b+c+d+e)
61789.84
Rate per m (a+b+c+d+e)/30 12.10
1200 & 1900
2059.66 say
2060.00
Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. Unit = 1 MT Taking output = 1 MT a)
Material Structural steel in plates, angles, etc including 5 per cent wastage Nuts & bolts
b)
tonne
1.05
45000.00
47250.00
M-179
Kg
20.00
64.07
1281.40
M-130
day
1.32
151.44
199.90
L-12
Fitter
day
5.50
230.00
1265.00
L-08
Blacksmith
day
5.50
264.50
1454.75
L-02
Welder
day
5.50
264.50
1454.75
L-02
Mazdoor
day
16.50
136.69
2255.39
L-13
Labour
(for cutting, bending, making holes, joining, welding and erecting in position) Mate
Electrodes, cutting gas and other consumables @ 10 per cent of cost of (a) above c) Overhead charges @ 0.2 on (a+b) d)
4853.14 12002.87
Contractor's profit @ 0.1 on (a+b+c)
7201.72
Rate per MT (a+b+c+d)
79218.91 say
12.11
1200, 1500 & 1700
Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.
Page 15 of 264
79219.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Unit = 1 cum Taking output = 1 cum A
Well curb
(i)
RCC M20 Grade Same as for 12.8 (C) except for formwork which shall be@ 20 per cent of the cost of concrete instead of 4 per cent.
Case I
Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3443.00 688.60 826.32 495.79
Rate perm (a+b+c+d+e+f)
5453.71 say
12.11 A (i)
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of concrete
3388.00 677.60
e)
Overhead charges @ 0.2 on (a+b+c+d)
813.12
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
487.87
Rate perm (a+b+c+d+e+f)
5366.59 say
12.11 A
5454.00
Case II With Batching Plant, Transit Mixer and Concrete Pump
(ii)
5367.00
RCC M25 Grade Same as for 12.8 (E) except for formwork which shall be@ 20 per cent of the cost of concrete instead of 3.75 per cent.
Case I
Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3723.00 744.60 893.52 536.11
Rate perm (a+b+c+d+e+f)
5897.23 say
12.11 A (ii)
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3740.00 748.00 897.60 538.56
Rate perm (a+b+c+d+e+f)
5924.16 say
12.11 A
5897.00
Case II With Batching Plant, Transit Mixer and Concrete Pump
(iii)
5924.00
RCC M35 Grade Same as for 12.8 (H) except for formwork which shall be@ 20 per cent of the cost of concrete instead of 3.0 per cent.
Case I
Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 20 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3816.00 763.20 915.84 549.50
Rate perm (a+b+c+d+e+f)
6044.54 say
12.11 A (iii)
6045.00
Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Page 16 of 264
3838.00
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
d)
formwork @ 20 per cent of the cost of concrete
767.60
e)
Overhead charges @ 0.2 on (a+b+c+d)
921.12
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
552.67
Rate perm (a+b+c+d+e+f)
6079.39 say
Note.
12.11
Cost Rs
6079.00
If curb concrete is carried out within steel liner, cost of formwork shall be excluded.
B
Well steining
(I)
PCC M15 Grade Same as for 12.8 (A) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent.
Case I
Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3080.00 308.00 677.60 406.56
Rate perm (a+b+c+d+e+f)
4472.16 say
12.11 B
(ii)
4472.00
PCC M20 Grade Same as for 12.8 (B) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent.
Case I
Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3390.00 339.00 745.80 447.48
Rate perm (a+b+c+d+e+f)
4922.28 say
12.11 B
(iii)
4922.00
RCC M20 Grade Same as for 12.8 (C) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent.
Case I
Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete
3443.00 344.30
e)
Overhead charges @ 0.2 on (a+b+c+d)
757.46
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
454.48
Rate perm (a+b+c+d+e+f)
4999.24 say
12.11 B (iii)
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3388.00 338.80 745.36 447.22
Rate perm (a+b+c+d+e+f)
4919.38 say
12.11 B
4999.00
Case II With Batching Plant, Transit Mixer and Concrete Pump
(iv)
4919.00
PCC M25 Grade Same as for 12.8 (D) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent.
Case I
Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Page 17 of 264
3667.00
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
d)
formwork @ 10 per cent of the cost of concrete
366.70
e)
Overhead charges @ 0.2 on (a+b+c+d)
806.74
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
484.04
Rate perm (a+b+c+d+e+f)
5324.48 say
12.11 B (iv)
5324.00
Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3614.00 361.40 795.08 477.05
Rate perm (a+b+c+d+e+f)
5247.53 say
'12.11 B
Cost Rs
(v)
5248.00
RCC M25 Grade Same as for 12.8 (E) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.5 per cent.
Case I
Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3723.00 372.30 819.06 491.44
Rate perm (a+b+c+d+e+f)
5405.80 say
12.11 B (v)
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3740.00 374.00 822.80 493.68
Rate perm (a+b+c+d+e+f)
5430.48 say
'12.11 B
5406.00
Case II With Batching Plant, Transit Mixer and Concrete Pump
(vi)
5430.00
PCC M30 Grade Same as for 12.8 (F) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.5 per cent.
Case I
Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3697.00 369.70 813.34 488.00
Rate perm (a+b+c+d+e+f)
5368.04 say
12.11 B (vi)
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3641.00 364.10 801.02 480.61
Rate perm (a+b+c+d+e+f)
5286.73 say
'12.11 B
5368.00
Case II With Batching Plant, Transit Mixer and Concrete Pump
(vii)
RCC M30 Grade Same as for 12.8 (G) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.5 per cent.
Case I
Using Concrete Mixer Page 18 of 264
5287.00
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
374.00 822.80 493.68 5430.48 say
5430.00
Case II With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3686.00 368.60 810.92 486.55
Rate perm (a+b+c+d+e+f)
5352.07 say
'12.11 B
Remarks/ Input ref.
3740.00
Rate perm (a+b+c+d+e+f) 12.11 B (vii)
Cost Rs
(viii)
5352.00
RCC M35 Grade Same as for 12.8 (H) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3 per cent.
Case I
Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3816.00 381.60 839.52 503.71
Rate perm (a+b+c+d+e+f)
5540.83 say
12.11 B (viii)
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) formwork @ 10 per cent of the cost of concrete e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3838.00 383.80 844.36 506.62
Rate perm (a+b+c+d+e+f) '12.11 B
5541.00
Case II With Batching Plant, Transit Mixer and Concrete Pump
(ix)
5572.78 say
5573.00
RCC M40 Grade Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)
Material Cement
tonne
51.60
5000.00
258000.00
M-081
Coarse Sand
cum
54.00
828.00
44712.00
M-004
20 mm Aggregate
cum
64.80
1028.00
66614.40
M-053
10 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
kg
206.00
44.70
9208.20
M-180
Mate
day
0.84
151.44
127.21
L-12
Meson
day
3.00
223.36
670.08
L-11
Mazdoor
day
18.00
136.69
2460.42
L-13
Admixture b)
c)
Labour
Machinery Batching Plant
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader 1 cum capacity
hour
6.00
806.00
4836.00
P&M-017
Transit Mixer 4 cum capacity for lead upto 1 km.
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300xL
2.03
610.20
hour
6.00
256.00
1536.00
Lead= 1 , P&M-050 P&M-007
Transit Mixer 4 cum capacity for lead beyond 1 km. Concrete Pump Page 19 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ 10 per cent on cost of concrete i.e. cost of material, labour and machinery e) Overhead charges @ 0.2 on (a+b+c+d) f)
Quantity
Rate Rs
46541.40 102391.08
Contractor's profit @ 0.1 on (a+b+c+d+e)
61434.65 675781.14
Rate per cum = (a+b+c+d+e+f)/120 C
Remarks/ Input ref.
31028.00
cost of 120 cum = a+b+c+d+e+f
12.11 C
Cost Rs
5631.51 say
5632.00
Bottom Plug Concrete to be placed using tremie pipe
(i) Case I
Note: 10% extra cement to be added where under water concreting is involved PCC Grade M20 Using Concrete Mixer Unit = cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
5.55
5000.00
27750.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
40 mm Aggregate
cum
5.40
916.00
4946.40
M-055
20 mm Aggregate
cum
5.40
1028.00
5551.20
M-053
10 mm Aggregate
cum
2.70
1005.00
2713.50
M-051
Admixture
Kg
18.60
44.70
831.42
M-180
Mate
day
0.90
151.44
136.30
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Light Crane 3 tonnes capacity for handling tremie pipe
hour
6.00
357.00
2142.00
P&M-013
Labour
Machinery
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.. d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
3719.00 2489.66
11652.74 6991.65
cost of 15 cum = a+b+c+d+e
76908.12
Rate per cum = (a+b+c+d+e)/15 12.11 C (i)
5127.21 say
5127.00
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit ; cum Taking Output = 120 cum a)
b)
c)
Material Cement
tonne
44.40
5000.00
222000.00
M-081
Coarse sand
cum
54.00
828.00
44712.00
M-004
20 mm Aggregate
cum
64.80
1028.00
66614.40
M-053
10 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
Admixture
Kg
148.80
44.70
6651.36
M-180
Mate
day
0.88
151.44
133.27
L-12
Mason
day
3.00
223.36
670.08
L-11
Mazdoor
day
18.00
136.69
2460.42
L-13
Labour
Machinery Page 20 of 264
Sr No
Ref. to MoRTH Spec.
Unit
Batching Plant @ 20 cum/hour
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader 1 cum capacity
hour
6.00
806.00
4836.00
P&M-017
Transit Mixer 4 cum capacity for lead upto 1 km.
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
6.00
256.00
1536.00
P&M-050 Lead= 1 km P&M-007
Transit Mixer 4 cum capacity, lead beyond 1 Km, L lead in Kilometer Concrete Pump
hour
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.. d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
Quantity
Rate Rs
3558.00 19332.88
89239.22 53543.53
cost of 120 cum = a+b+c+d+e
588978.86
Rate per cum = (a+b+c+d+e)/120 '12.11 C
(ii) Case I
Cost Rs
Remarks/ Input ref.
Description
4908.16 say
4908.00
PCC Grade M25 Using Concrete Mixer Unit = cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
5.99
5000.00
29950.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
40 mm Aggregate
cum
5.40
916.00
4946.40
M-055
20 mm Aggregate
cum
5.40
1028.00
5551.20
M-053
10 mm Aggregate
cum
2.70
1005.00
2713.50
M-051
Admixture
Kg
21.60
44.70
965.52
M-180
Mate
day
0.90
151.44
136.30
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
hour
6.00
357.00
2142.00
P&M-013
Labour
Machinery
Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.. d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
3874.00 2606.37
12142.91 7285.74
cost of 15 cum = a+b+c+d+e
80143.18
Rate per cum = (a+b+c+d+e)/15 12.11 C (ii)
5342.88 say
5343.00
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a)
Material Cement
tonne
47.88
5000.00
239400.00
M-081
Coarse sand
cum
54.00
828.00
44712.00
M-004
20 mm Aggregate
cum
64.80
1028.00
66614.40
M-053
10 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
Admixture
Kg
172.80
44.70
7724.16
M-180
Page 21 of 264
Sr No
Ref. to MoRTH Spec.
Description b)
c)
Unit
Quantity
Rate Rs
Labour day
0.88
151.44
133.27
Mason
day
3.00
223.36
670.08
L-11
Mazdoor
day
18.00
136.69
2460.42
L-13
Batching Plant @ 20 cum/hour
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader 1 cum capacity
hour
6.00
806.00
4836.00
P&M-017
Transit Mixer 4 cum capacity for lead upto 1 km.
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
6.00
256.00
1536.00
P&M-050 Lead= 1 km P&M-007
Concrete Pump
hour
d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
3712.00 20256.52
93118.51 55871.11
cost of 120 cum = a+b+c+d+e
614582.16
Rate per cum = (a+b+c+d+e)/120
Case I
L-12
Machinery
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe..
(iii)
Remarks/ Input ref.
Mate
Transit Mixer 4 cum capacity, lead beyond 1 Km, L lead in Kilometer
'12.11 C
Cost Rs
5121.52 say
5122.00
PCC Grade M30 Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
6.08
5000.00
30400.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
40 mm Aggregate
cum
5.40
916.00
4946.40
M-055
20 mm Aggregate
cum
5.40
1028.00
5551.20
M-053
10 mm Aggregate
cum
2.70
1005.00
2713.50
M-051
Admixture
Kg
21.60
44.70
965.52
M-180
Mate
day
0.90
151.44
136.30
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
hour
6.00
357.00
2142.00
P&M-013
Labour
Machinery
Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.. d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
3904.00 2628.87
12237.41 7342.44
cost of 15 cum = a+b+c+d+e
80766.88
Rate per cum = (a+b+c+d+e)/15
5384.46 say
12.11 C (iii)
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a)
Material Page 22 of 264
5384.00
Sr No
Ref. to MoRTH Spec.
Description
b)
c)
Unit
Quantity
Rate Rs
tonne
48.64
5000.00
243200.00
M-081
Coarse sand
cum
54.00
828.00
44712.00
M-004
20 mm Aggregate
cum
64.80
1028.00
66614.40
M-053
10 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
Admixture
Kg
172.80
44.70
7724.16
M-180
Mate
day
0.88
151.44
133.27
L-12
Mason
day
3.00
223.36
670.08
L-11
Mazdoor
day
18.00
136.69
2460.42
L-13
Batching Plant @ 20 cum/hour
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader 1 cum capacity
hour
6.00
806.00
4836.00
P&M-017
Transit Mixer 4 cum capacity for lead upto 1 km.
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
P&M-050 Lead= 1 km
6.00
256.00
1536.00
P&M-007
Labour
Machinery
Concrete Pump
hour
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.. d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
3743.00 20446.52
93916.51 56349.91
cost of 120 cum = a+b+c+d+e
619848.96
Rate per cum = (a+b+c+d+e)/120 (iv) Case I
Remarks/ Input ref.
Cement
Transit Mixer 4 cum capacity, lead beyond 1 Km, L lead in Kilometer
'12.11 C
Cost Rs
5165.41 say
5165.00
PCC Grade M35 Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
6.29
5000.00
31450.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
40 mm Aggregate
cum
5.40
916.00
4946.40
M-055
20 mm Aggregate
cum
5.40
1028.00
5551.20
M-053
10 mm Aggregate
cum
2.70
1005.00
2713.50
M-051
Admixture
Kg
21.60
44.70
965.52
M-180
Mate
day
0.90
151.44
136.30
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
hour
6.00
357.00
2142.00
P&M-013
Labour
Machinery
Light Crane of 3 tonnes capacity for handling tremie pipe Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.. d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
cost of 15 cum = a+b+c+d+e
3974.00 2681.37
12457.91 7474.74 82222.18
Rate per cum = (a+b+c+d+e)/15
5481.48
Page 23 of 264
Sr No
12.11 C (iv)
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
say
5481.00
Remarks/ Input ref.
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Unit = cum Taking output = 120 cum a)
b)
c)
Material Cement
tonne
50.28
5000.00
251400.00
M-081
Coarse sand
cum
54.00
828.00
44712.00
M-004
20 mm Aggregate
cum
64.80
1028.00
66614.40
M-053
10 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
Admixture
Kg
172.80
44.70
7724.16
M-180
Mate
day
0.88
151.44
133.27
L-12
Mason
day
3.00
223.36
670.08
L-11
Mazdoor
day
18.00
136.69
2460.42
L-13
Batching Plant @ 20 cum/hour
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader 1 cum capacity
hour
6.00
806.00
4836.00
P&M-017
Transit Mixer 4 cum capacity for lead upto 1 km.
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
P&M-050 Lead= 1 km
6.00
256.00
1536.00
P&M-007
Labour
Machinery
Transit Mixer 4 cum capacity, lead beyond 1 Km, L lead in Kilometer Concrete Pump
hour
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.. d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
3812.00 20856.52
95638.51 57383.11
cost of 120 cum = a+b+c+d+e
631214.16
Rate per cum = (a+b+c+d+e)/120
5260.12 say
12.11
D
Intermediate plug
(i)
Grade M20 PCC
Case I
Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiseling etc. Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) e)
3719.00 743.80
Contractor's profit @ 0.1 on (a+b+c+d)
446.28
Rate per cum = (a+b+c+d+e)
4909.08 say
12.11 D (i)
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) e)
711.60
Contractor's profit @ 0.1 on (a+b+c+d)
426.96 4696.56 say
(ii)
Case I
4909.00
3558.00
Rate per cum = (a+b+c+d+e) '12.11 D
5260.00
4697.00
Grade M25 PCC Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiseling etc. Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) Page 24 of 264
3874.00 774.80
Sr No
Ref. to MoRTH Spec.
Description e)
Unit
Quantity
Rate Rs
Contractor's profit @ 0.1 on (a+b+c+d)
464.88
Rate per cum = (a+b+c+d+e)
5113.68 say
12.11 D (ii)
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) e)
742.40
Contractor's profit @ 0.1 on (a+b+c+d)
445.44 4899.84 say
(iii)
Case I
Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiseling etc. Using Concrete Mixer
e)
3904.00 780.80
Contractor's profit @ 0.1 on (a+b+c+d)
468.48
Rate per cum = (a+b+c+d+e)
5153.28 say
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) e)
748.60
Contractor's profit @ 0.1 on (a+b+c+d)
449.16 4940.76 say
E
Top plug
(i)
Grade M15 PCC
5153.00
3743.00
Rate per cum = (a+b+c+d+e) 12.11
4900.00
Grade M30 PCC
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c)
12.11 D (iii)
5114.00
3712.00
Rate per cum = (a+b+c+d+e) '12.11 D
Cost Rs
4941.00
Same as Item 12.8(a) excluding formwork Case I
Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) e)
3080.00 616.00
Contractor's profit @ 0.1 on (a+b+c+d)
369.60
Rate per cum = (a+b+c+d+e)
4065.60 say
'12.11 E
(ii)
4066.00
Grade M20 PCC Same as Item 12.8(b) excluding formwork
Case I
Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) e)
3390.00 678.00
Contractor's profit @ 0.1 on (a+b+c+d)
406.80
Rate per cum = (a+b+c+d+e)
4474.80 say
'12.11 E
(iii)
Same as Item 12.8 (d) Case I
excluding formwork
Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) e)
3667.00 733.40
Contractor's profit @ 0.1 on (a+b+c+d)
440.04
Rate per cum = (a+b+c+d+e)
4840.44 say
12.11 E (iii)
4475.00
Grade M25 PCC
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump
Page 25 of 264
4840.00
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) e)
722.80
Contractor's profit @ 0.1 on (a+b+c+d)
433.68 4770.48 say
(iv)
Remarks/ Input ref.
3614.00
Rate per cum = (a+b+c+d+e) '12.11 E
Cost Rs
4770.00
Grade M30 PCC Same as Item 12.8(f) excluding formwork
Case I
Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) e)
3697.00 739.40
Contractor's profit @ 0.1 on (a+b+c+d)
443.64
Rate per cum = (a+b+c+d+e)
4880.04 say
12.11 E (iv)
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Overhead charges @ 0.2 on (a+b+c) e)
3641.00 728.20
Contractor's profit @ 0.1 on (a+b+c+d)
436.92
Rate per cum = (a+b+c+d+e) 12.11
F (i) Case I
4880.00
4806.12 say
4806.00
Well cap RCC Grade M20 Using Concrete Mixer Unit = cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
5.12
5000.00
25600.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.86
151.44
130.24
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Labour
Machinery
Form Work @ 4 per cent of a+b+c d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
2047.49 10646.95 6388.17
cost of 15 cum = a+b+c+d+e
70269.90
Rate per cum = (a+b+c+d+e)/15 12.11 F (i)
4684.66 say
4685.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)
b)
Material Cement
tonne
40.92
5000.00
204600.00
M-081
Coarse sand
cum
54.00
828.00
44712.00
M-004
20 mm Aggregate
cum
64.80
1028.00
66614.40
M-053
10 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
Mate
day
0.84
151.44
127.21
L-12
Mason
day
3.00
223.36
670.08
L-11
Labour
Page 26 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Mazdoor c)
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
day
18.00
136.69
2460.42
L-13
Batching Plant @ 20 cum/hour
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader (capacity 1 cum)
hour
6.00
806.00
4836.00
P&M-017
Machinery
Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity for lead upto 1 km. Lead beyond 1 Km, L - lead in Kilometer
Concrete Pump
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
P&M-050 Lead= 1 km
hour
6.00
256.00
1536.00
P&M-007
Formwork @ 4 per cent of (a+b+c)
16112.23
d)
Overhead charges @ 0.2 on (a+b+c)
83783.61
e)
Contractor's profit @ 0.1 on (a+b+c+d)
50270.17
cost of 120 cum = a+b+c+d+e
552971.82
Rate per cum = (a+b+c+d+e)/120 12.11 F
(ii) Case I
4608.10 say
4608.00
RCC Grade M25 Using Concrete Mixer Unit = cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
6.05
5000.00
30250.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.86
151.44
130.24
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Labour
Machinery
Form Work @ 3.75 per cent of a+b+c
2093.90
d)
Overhead charges @ 0.2 on (a+b+c)
11586.24
e)
Contractor's profit @ 0.1 on (a+b+c+d)
6951.74
cost of 15 cum = a+b+c+d+e
76469.16
Rate per cum = (a+b+c+d+e)/15 12.11 F (ii)
5097.94 say
5098.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)
b)
c)
Material Cement
tonne
48.40
5000.00
242000.00
M-081
Coarse sand
cum
54.00
828.00
44712.00
M-004
20 mm Aggregate
cum
64.80
1028.00
66614.40
M-053
10 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
Mate
day
0.84
151.44
127.21
Mason
day
3.00
223.36
670.08
L-11
Mazdoor
day
18.00
136.69
2460.42
L-13
Batching Plant @ 20 cum/hour
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader (capacity 1 cum)
hour
6.00
806.00
4836.00
P&M-017
Labour L-12
Machinery
Transit Mixer ( capacity 4.0 cu.m ) Page 27 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Transit Mixer 4 cum capacity for lead upto 1 km. Lead beyond 1 Km, L - lead in Kilometer
Concrete Pump
Quantity
Rate Rs
hour
15.00
1017.00
15255.00
P&M-049
300L
2.03
610.20
P&M-050 Lead= 1 km
hour
6.00
256.00
1536.00
P&M-007
Formwork @ 3.75 per cent of ( a+b+c)
16507.72
d)
Overhead charges @ 0.2 on (a+b+c)
91342.71
e)
Contractor's profit @ 0.1 on (a+b+c+d)
54805.62 602861.86
Rate per cum = (a+b+c+d+e)/120 (iii) Case I
Remarks/ Input ref.
tonne.km
cost of 120 cum = a+b+c+d+e
12.11 F
Cost Rs
5023.85 say
5024.00
RCC Grade M30 Using Concrete Mixer Unit = cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
6.10
5000.00
30500.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.86
151.44
130.24
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Labour
Machinery
Formwork @ 3.5 per cent of (a+b+c)
1963.05
d)
Overhead charges @ 0.2 on (a+b+c)
11610.07
e)
Contractor's profit @ 0.1 on (a+b+c+d)
6966.04
cost of 15 cum = a+b+c+d+e
76626.45
Rate per cum = (a+b+c+d+e)/15 12.11 F (iii)
5108.43 say
5108.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)
b)
c)
Material Cement
tonne
48.79
5000.00
243950.00
M-081
Coarse sand
cum
54.00
828.00
44712.00
M-004
20 mm Aggregate
cum
64.80
1028.00
66614.40
M-053
10 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
Mate
day
0.84
151.44
127.21
Mason
day
3.00
223.36
670.08
L-11
Mazdoor
day
18.00
136.69
2460.42
L-13
Batching Plant @ 20 cum/hour
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader (capacity 1 cum)
hour
6.00
806.00
4836.00
P&M-017
Labour L-12
Machinery
Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity for lead upto 1 km. Lead beyond 1 Km, L - lead in Kilometer
Concrete Pump d)
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
P&M-050 Lead= 1 km
hour
6.00
256.00
1536.00
P&M-007
Formwork @ 3.5 per cent of (a+b+c)
15475.45
Overhead charges @ 0.2 on (a+b+c)
91526.25
Page 28 of 264
Sr No
Ref. to MoRTH Spec.
Description e)
Unit
Quantity
Rate Rs
Contractor's profit @ 0.1 on (a+b+c+d)
604073.27
Rate per cum = (a+b+c+d+e)/120 (iv) Case I
Remarks/ Input ref.
54915.75
cost of 120 cum = a+b+c+d+e
12.11 F
Cost Rs
5033.94 say
5034.00
RCC Grade M35 Using Concrete Mixer Unit = cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
6.33
5000.00
31650.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.86
151.44
130.24
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Labour
Machinery
Formwork @ 3 per cent of (a+b+c) d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
1717.12 11790.88 7074.53
cost of 15 cum = a+b+c+d+e
77819.81
Rate per cum = (a+b+c+d+e)/15 12.11 F (iv)
5187.99 say
5188.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)
b)
c)
Material Cement
tonne
50.64
5000.00
253200.00
M-081
Coarse sand
cum
54.00
828.00
44712.00
M-004
20 mm Aggregate
cum
64.80
1028.00
66614.40
M-053
10 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
Mate
day
0.84
151.44
127.21
Mason
day
3.00
223.36
670.08
L-11
Mazdoor
day
18.00
136.69
2460.42
L-13
Batching Plant @ 20 cum/hour
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader (capacity 1 cum)
hour
6.00
806.00
4836.00
P&M-017
Labour L-12
Machinery
Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity for lead upto 1 km. Lead beyond 1 Km, L - lead in Kilometer
Concrete Pump
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
P&M-050 Lead= 1 km
hour
6.00
256.00
1536.00
P&M-007
Formwork @ 3 per cent of (a+b+c)
13542.17
d)
Overhead charges @ 0.2 on (a+b+c)
92989.60
e)
Contractor's profit @ 0.1 on (a+b+c+d)
55793.76
cost of 120 cum = a+b+c+d+e
613731.34
Rate per cum = (a+b+c+d+e)/120
5114.43 say
Page 29 of 264
5114.00
Sr No
Ref. to MoRTH Spec.
Description Note
'12.11 F
(v)
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Where ever concrete is carried out using batching plant, transit mixer, concrete pump, Admixtures @ 0.4 per cent of weight of cement may be added for achieving desired slump of concrete. RCC M40 Grade Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)
Material Cement
tonne
52.20
5000.00
261000.00
M-081
Coarse Sand
cum
54.00
828.00
44712.00
M-004
20 mm Aggregate
cum
64.80
1028.00
66614.40
M-053
10 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
kg
206.00
44.70
9208.20
M-180
Mate
day
0.84
151.44
127.21
L-12
Mason
day
3.00
223.36
670.08
L-11
Mazdoor
day
18.00
136.69
2460.42
L-13
Admixture b)
c)
Labour
Machinery Batching Plant
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader 1 cum capacity
hour
6.00
806.00
4836.00
P&M-017
Transit Mixer 4 cum capacity for lead upto 1 km.
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300.L
2.03
610.20
hour
6.00
256.00
P&M-050 Lead= 1 km P&M-007
Transit Mixer 4 cum capacity for lead beyond 1 km.
Concrete Pump
d)
Formwork @ 3 per cent on cost of concrete i.e. cost of material, labour and machinery Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
96493.29 57895.97
cost of 120 cum = a+b+c+d+e
636855.69
Rate per cum = (a+b+c+d+e)/120
5307.13 say
12.12
Section 1200
1536.00 14052.42
5307.00
Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Unit = Running Meter. Taking output = 1 m Diameter of well - 6 m. A (i)
Sandy Soil Depth below bed level upto 3.0 M Rate of sinking = 0.50 m per hour. a)
b)
Labour Mate
day
0.12
151.44
18.17
L-12
Sinker ( skilled )
day
1.00
164.69
164.69
L-15
Sinking helper ( semi-skilled )
day
2.00
230.00
460.00
L-14
hour
2.00
1073.50
2147.00
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
214.70 600.91 360.55
Rate per metre = (a+b+c+d)
3966.02 say
12.12 A
(ii)
Beyond 3m upto 10m depth Page 30 of 264
3966.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Rate of sinking = 0.33 m per hour. a)
b)
Labour Mate
day
0.15
151.44
22.72
L-12
Sinker
day
1.25
164.69
205.86
L-15
Sinking helper ( semi-skilled )
day
2.50
230.00
575.00
L-14
hour
3.00
1073.50
3220.50
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories Consumables in sinking @10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
322.05 869.23 521.54
Rate per metre = (a+b+c+d)
5736.89 say
12.12 A
(iii) a
Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter 11th m
5%
6024.00
12th m
5%
6325.00
13th m
5%
6641.00
14th m
5%
6973.00
15th m
5%
7322.00
16th m
5%
7688.00
17th m
5%
8072.00
18th m
5%
8476.00
19th m
5%
8900.00
20th m
5%
9345.00
Total Cost from 10m upto 20m
75766.00
Avg Rate per metre 12.12 A
(iv) a b
7577.00
Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. 21st m
7.5%
10046.00
Including 20% for Kentledge 12055.00
22nd m
7.5%
10799.00
12959.00
23rd m
7.5%
11609.00
13931.00
24th m
7.5%
12480.00
14976.00
25th m
7.5%
13416.00
16099.00
26th m
7.5%
14422.00
17306.00
27th m
7.5%
15504.00
18605.00
28th m
7.5%
16667.00
20000.00
29th m
7.5%
17917.00
21500.00
30th m
7.5%
19261.00
23113.00
142121.00
170544.00
14212.00
17054.00
Total Cost from 20m upto 30m Avg Rate per metre 12.12 A
(v)
Beyond 30m upto 40 m
a
Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. 31st m
b
10%
21187.00
Including 20% for Kentledge 25424.00
32nd
10%
23306.00
27967.00
33rd m
10%
25637.00
30764.00
34th m
10%
28201.00
33841.00
35th m
10%
31021.00
37225.00
36th m
10%
34123.00
40948.00
37th m
10%
37535.00
45042.00
38th m
10%
41289.00
49547.00
39th m
10%
45418.00
54502.00
Page 31 of 264
5737.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
40th m
10%
Total Cost from 30m upto 40m Avg Rate per metre 12.12
B
Quantity
Rate Rs
49960.00
59952.00
337677.00
405212.00
33768.00
40521.00
Cost Rs
Remarks/ Input ref.
Clayey Soil ( 6m dia. Well ) Unit = Running Meter. Taking output = 1 meter
(i)
Depth below bed level upto 3.0 M Rate of sinking = 0.33 m per hour. a)
b)
Labour Mate
day
0.15
151.44
22.72
L-12
Sinker ( skilled )
day
1.50
164.69
247.04
L-15
Sinking helper ( semi-skilled )
day
2.25
230.00
517.50
L-14
hour
3.00
1073.50
3220.50
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories Consumables in sinking @ 10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
322.05 865.96 519.58
Rate per metre = (a+b+c+d)
5715.34 say
12.12 B
(ii)
5715.00
Beyond 3m upto 10m depth Rate of sinking = 0.17 m per hour. a)
b)
Labour Mate
day
0.30
151.44
45.43
L-12
Sinker
day
3.00
164.69
494.07
L-15
Sinking helper ( semi-skilled )
day
4.50
230.00
1035.00
L-14
hour
6.00
1073.50
6441.00
P&M-075
hour
2.00
740.15
1480.30
P&M-063
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
792.13 2057.59 1234.55
Rate per metre = (a+b+c+d)
13580.07 say
12.12 B
(iii) a b
Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5 per cent of cost, if required.
11th m
5%
14259.00
14972.00
12th m
5%
14972.00
15721.00
13th m
5%
15721.00
16507.00
14th m
5%
16507.00
17332.00
15th m
5%
17332.00
18199.00
16th m
5%
18199.00
19109.00
17th m
5%
19109.00
20064.00
18th m
5%
20064.00
21067.00
19th m
5%
21067.00
22120.00
20th m
5%
22120.00
23226.00
179350.00
188317.00
17935.00
18832.00
Total Cost from 10m upto 20m Avg Rate per metre 12.12 B
(iv) a
Including for dewatering @ 5% of cost, if required
Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter
Page 32 of 264
13580.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
b
Add 5 per cent of cost for dewatering of the cost, if required
c
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).
7.5%
23779.00
29724.00
31210.00
22nd m
7.5%
25562.00
31953.00
33551.00
23rd m
7.5%
27479.00
34349.00
36066.00
24th m
7.5%
29540.00
36925.00
38771.00
25th m
7.5%
31756.00
39695.00
41680.00
26th m
7.5%
34138.00
42673.00
44807.00
27th m
7.5%
36698.00
45873.00
48167.00
28th m
7.5%
39450.00
49313.00
51779.00
29th m
7.5%
42409.00
53011.00
55662.00
30th m
7.5%
45590.00
56988.00
59837.00
336401.00
420504.00
441530.00
33640.00
42050.00
44153.00
Avg Rate per metre Beyond 30m upto 40 m
a
Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering, if required
c
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour).
31st m
10%
50149.00
60179.00
63188.00
32nd
10%
55164.00
66197.00
69507.00
33rd m
10%
60680.00
72816.00
76457.00
34th m
10%
66748.00
80098.00
84103.00
35th m
10%
73423.00
88108.00
92513.00
36th m
10%
80765.00
96918.00
101764.00
37th m
10%
88842.00
106610.00
111941.00
38th m
10%
97726.00
117271.00
123135.00
39th m
10%
107499.00
128999.00
135449.00
40th m
10%
118249.00
141899.00
148994.00
799245.00
959095.00
1007051.00
79925.00
95910.00
100705.00
Avg Rate per metre C
Remarks/ Input ref.
Including 20% Including 5% for Kentledge for dewatering, if required
Total Cost from 30m upto 40m 12.12
Cost Rs
21st m
(v)
b
Rate Rs
Including 25% Including 5% for Kentledge for dewatering, if required
Total Cost from 20m upto 30m 12.12 B
Quantity
Soft Rock (6m dia well ) Unit = Running Meter. Taking output = 1 m Depth in Soft rock strata up to 3m Rate of sinking = 0.25 m per hour. a)
b)
Labour Mate
day
0.92
151.44
139.32
L-12
Sinker ( skilled )
day
3.00
164.69
494.07
L-15
Sinking helper ( semi-skilled )
day
20.00
230.00
4600.00
L-14
Diver
day
0.50
264.50
132.25
L-07
hour
4.00
1073.50
4294.00
P&M-075
hour
3.50
740.15
2590.53
P&M-063
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers Consumables in sinking @ 10 per cent of (b)
688.45 646.93
c)
Add for dewatering @ of 5 per cent of (a+b), if required Overhead charges @ 0.2 on (a+b)
2717.11
d)
Contractor's profit @ 0.1 on (a+b+c)
1630.27
Rate per metre = (a+b+c+d)
17932.93 say Page 33 of 264
17933.00
Sr No
Ref. to MoRTH Spec.
12.12
Description D
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Hard Rock (6m dia well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking = 0.17 m per hour. a)
b)
c)
Material Gelatine 80 per cent
Kg
4.00
146.00
Electric Detonators
each
18.00
14.56
Mate
day
1.56
151.44
236.25
L-12
Driller
day
2.00
264.50
529.00
L-06
Blaster
day
0.25
264.50
66.13
L-03
Mazdoor
day
12.00
136.69
1640.28
L-13
Mazdoor (Skilled)
day
4.00
164.69
658.76
L-15
hour
6.00
1073.50
6441.00
P&M-075
hour
2.00
740.15
1480.30
P&M-063
Machinery
552.59
Consumables in sinking @ 10 per cent of cost of (b). d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
792.13 2648.50 1589.10
Rate per metre = (a+b+c+d+e)
17480.11 say
Section 1200
M-104
262.08 M-094/100
Labour
Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. Dewatering @ 5 per cent of cost of (b+c), if required.
12.13
584.00
17480.00
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Unit = Running Meter. Taking output = 1 m Diameter of well - 7 m. A (i)
Sandy Soil Depth below bed level upto 3.0 M Rate of sinking = 0.30 m per hour. a)
b)
Labour Mate
day
0.15
151.44
22.72
L-12
Sinker ( skilled )
day
1.25
164.69
205.86
L-15
Sinking helper ( semi-skilled )
day
2.50
230.00
575.00
L-14
hour
3.25
1073.50
3488.88
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)
348.89
c)
Overhead charges @ 0.2 on (a+b)
928.27
d)
Contractor's profit @ 0.1 on (a+b+c)
464.13
Rate per metre = (a+b+c+d) 12.13 A
(ii)
6033.74
Beyond 3m upto 10m depth
12067.49
Rate of sinking = 0.22 m per hour. a)
b)
say
Mate
day
0.18
151.44
27.26
L-12
Sinker
day
1.50
164.69
247.04
L-15
Sinking helper ( semi-skilled )
day
3.00
230.00
690.00
L-14
hour
4.50
1073.50
4830.75
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)
c)
12067.00
Labour
Overhead charges @ 0.2 on (a+b) Page 34 of 264
483.08 1255.62
Sr No
Ref. to MoRTH Spec.
Description d)
Unit
Quantity
Rate Rs
Contractor's profit @ 0.1 on (a+b+c)
753.37
Rate per metre = (a+b+c+d)
8287.12 say
12.13 A
(iii) a
Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter 11th m
0.165
5%
8701.00
12th m
5%
9136.00
13th m
5%
9593.00
14th m
5%
10073.00
15th m
5%
10577.00
16th m
5%
11106.00
17th m
5%
11661.00
18th m
5%
12244.00
19th m
5%
12856.00
20th m
5%
Total Cost from 10m upto 20m (iv) a b
10945.00
Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour). 21st m
7.5%
14511.00
Including 20% for Kentledge 17413.00
22nd m
7.5%
15599.00
18719.00
23rd m
7.5%
16769.00
20123.00
24th m
7.5%
18027.00
21632.00
25th m
7.5%
19379.00
23255.00
26th m
7.5%
20832.00
24998.00
27th m
7.5%
22394.00
26873.00
28th m
7.5%
24074.00
28889.00
29th m
7.5%
25880.00
31056.00
30th m
7.5%
27821.00
33385.00
205286.00
246343.00
20529.00
24634.00
Total Cost from 20m upto 30m Avg Rate per metre 12.13 A
(v)
Beyond 30m upto 40 m
a
Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. 31st m
b
10%
30603.00
Including 20% for Kentledge 36724.00
32nd
10%
33663.00
40396.00
33rd m
10%
37029.00
44435.00
34th m
10%
40732.00
48878.00
35th m
10%
44805.00
53766.00
36th m
10%
49286.00
59143.00
37th m
10%
54215.00
65058.00
38th m
10%
59637.00
71564.00
39th m
10%
65601.00
78721.00
40th m
10%
72161.00
86593.00
487732.00
585278.00
48773.00
58528.00
Total Cost from 30m upto 40m Avg Rate per metre 12.13
B
Clayey Soil ( 7m dia. Well ) Unit = Running Meter. Taking output = 1 cum
(I)
13499.00 109446.00
Avg Rate per metre 12.13 A
Depth below bed level upto 3.0 M Rate of sinking = 0.22 m per hour. a)
Cost Rs
Labour Page 35 of 264
8287.00
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
b)
Unit
Quantity
Rate Rs
day
0.18
151.44
27.26
L-12
Sinker ( skilled )
day
1.50
164.69
247.04
L-15
Sinking helper ( semi-skilled )
day
3.00
230.00
690.00
L-14
hour
4.50
1073.50
4830.75
P&M-075
Machinery
d)
Overhead charges @ 0.2 on (a+b)
e)
Contractor's profit @ 0.1 on (a+b+c)
483.08 1255.62 753.37
Rate per metre = (a+b+c+d)
8287.12 say
(ii)
Remarks/ Input ref.
Mate
Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b)
12.13 B
Cost Rs
8287.00
Beyond 3m upto 10m depth Rate of sinking = 0.17 m per hour. a)
b)
Labour Mate
day
0.26
151.44
39.37
L-12
Sinker
day
2.00
164.69
329.38
L-15
Sinking helper ( semi-skilled )
day
4.00
230.00
920.00
L-14
hour
6.00
1073.50
6441.00
P&M-075
hour
3.25
740.15
644.10
P&M-063
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
708.51 1816.47 1089.88
Rate per metre = (a+b+c+d)
11988.72 say
12.13 B
(iii) a b
Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5 per cent of cost, if required.
Including for dewatering @ 5% of cost, if required
11th m
5%
12588.00
13217.00
12th m
5%
13217.00
13878.00
13th m
5%
13878.00
14572.00
14th m
5%
14572.00
15301.00
15th m
5%
15301.00
16066.00
16th m
5%
16066.00
16869.00
17th m
5%
16869.00
17712.00
18th m
5%
17712.00
18598.00
19th m
5%
18598.00
19528.00
20th m
5%
19528.00
20504.00
158329.00
166245.00
15833.00
16625.00
Total Cost from 10m upto 20m Avg Rate per metre 12.13 B
(iv) a b c
11989.00
Beyond 10 m upto 20 m
Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).
Including 25% Including 5% for Kentledge for dewatering, if required
31st m
7.5%
20993.00
26241.00
27553.00
32nd
7.5%
22567.00
28209.00
29619.00
33rd m
7.5%
24260.00
30325.00
31841.00
34th m
7.5%
26080.00
32600.00
34230.00
35th m
7.5%
28036.00
35045.00
36797.00
Page 36 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit 7.5%
30139.00
37674.00
39558.00
7.5%
32399.00
40499.00
42524.00
38th m
7.5%
34829.00
43536.00
45713.00
39th m
7.5%
37441.00
46801.00
49141.00
40th m
7.5%
40249.00
50311.00
52827.00
296993.00
371241.00
389803.00
29699.00
37124.00
38980.00
Avg Rate per metre Beyond 30m upto 40 m
a
Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering, if required
c
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour).
31st m
10%
44274.00
53129.00
55785.00
32nd
10%
48701.00
58441.00
61363.00
33rd m
10%
53571.00
64285.00
67499.00
34th m
10%
58928.00
70714.00
74250.00
35th m
10%
64821.00
77785.00
81674.00
36th m
10%
71303.00
85564.00
89842.00
37th m
10%
78433.00
94120.00
98826.00
38th m
10%
86276.00
103531.00
108708.00
39th m
10%
94904.00
113885.00
119579.00
40th m
10%
104394.00
125273.00
131537.00
705605.00
846727.00
889063.00
70561.00
84673.00
88906.00
Avg Rate per metre C
Remarks/ Input ref.
Including 20% Including 5% for Kentledge for dewatering, if required
Total Cost from 30m upto 40m 12.13
Cost Rs
37th m
(v)
b
Rate Rs
36th m
Total Cost from 30m upto 40m 12.13 B
Quantity
Soft Rock ( 7m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking = 0.22 m per hour. a)
b)
Labour Mate
day
0.58
151.44
87.84
L-12
Sinker ( skilled )
day
4.00
164.69
658.76
L-15
Sinking helper ( semi-skilled )
day
10.00
230.00
2300.00
L-14
Diver
day
0.75
264.50
198.38
L-07
hour
4.50
1073.50
4830.75
P&M-075
hour
3.75
740.15
2775.56
P&M-063
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers Consumables in sinking @ 10 per cent of (b)
760.63 542.56
c)
Add for dewatering @ of 5 per cent of (a+b), if required Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
2430.90 1458.54
Rate per metre = (a+b+c+d) 12.13
D
16043.91 say
16044.00
1022.00
Hard Rock ( 7m dia well ) Unit = Running Meter Taking output = 1 m Depth in Hard rock strata up to 3 m Rate of sinking = 0.17 m per hour. a)
b)
Material Gelatine 80 per cent
Kg
7.00
146.00
Electric Detonators
each
30.00
14.56
day
1.60
151.44
M-104
436.80 M-094/100
Labour Mate Page 37 of 264
242.30
L-12
Sr No
Ref. to MoRTH Spec.
Description
c)
Unit
Quantity
Rate Rs
day
2.00
264.50
529.00
L-06
Blaster
day
0.25
264.50
66.13
L-03
Mazdoor
day
18.00
136.69
2460.42
L-13
Mazdoor (Skilled)
day
4.00
164.69
658.76
L-15
Diver
day
0.50
264.50
132.25
L-07
hour
6.00
1073.50
6441.00
P&M-075
hour
2.00
740.15
1480.30
P&M-063
Machinery
600.51
Consumables in sinking @ 10 per cent of cost of (b). d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
852.18 2984.33 1790.60
Rate per metre = (a+b+c+d+e)
19696.58 say
Section 1200
Remarks/ Input ref.
Driller
Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. Dewatering @ 5 per cent of cost of (b+c), if required.
12.14
Cost Rs
19697.00
Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Unit = Running Meter. Taking output = 1 m Diameter of well - 8 m. A (i)
Sandy Soil Depth below bed level upto 3.0 M Rate of sinking @ 0.25 m/hour a)
b)
Labour Mate
day
0.18
151.44
27.26
L-12
Sinker ( skilled )
day
1.50
164.69
247.04
L-15
Sinking helper ( semi-skilled )
day
3.00
230.00
690.00
L-14
hour
4.00
1073.50
4294.00
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
429.40 1137.54 682.52
Rate per metre = (a+b+c+d)
7507.76 say
12.14 A
(ii)
7508.00
Beyond 3m upto 10m depth Rate of sinking @ 0.20 m/hour a)
b)
Labour Mate
day
0.25
151.44
37.86
L-12
Sinker
day
1.75
164.69
288.21
L-15
Sinking helper ( semi-skilled )
day
3.50
230.00
805.00
L-14
hour
5.00
1073.50
5367.50
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
536.75 1407.06 844.24
Rate per metre = (a+b+c+d)
9286.62 say
12.14 A
(iii) a
Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter 11th m 12th m Page 38 of 264
5%
9751.00
5%
10239.00
9287.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
13th m
5%
10751.00
14th m
5%
11289.00
15th m
5%
11853.00
16th m
5%
12446.00
17th m
5%
13068.00
18th m
5%
13721.00
19th m
5%
14407.00
20th m
5%
Total Cost from 10m upto 20m (iv) a b
Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. 21st m
7.5%
16262.00
22nd m
7.5%
17482.00
20978.00
23rd m
7.5%
18793.00
22552.00
24th m
7.5%
20202.00
24242.00
25th m
7.5%
21717.00
26060.00
26th m
7.5%
23346.00
28015.00
27th m
7.5%
25097.00
30116.00
28th m
7.5%
26979.00
32375.00
29th m
7.5%
29002.00
34802.00
30th m
7.5%
31177.00
37412.00
230057.00
276066.00
23006.00
27607.00
Beyond 30m upto 40 m
a
Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. 31st m
10%
34295.00
Including 20% for Kentledge 41154.00
32nd
10%
37725.00
45270.00
33rd m
10%
41498.00
49798.00
34th m
10%
45648.00
54778.00
35th m
10%
50213.00
60256.00
36th m
10%
55234.00
66281.00
37th m
10%
60757.00
72908.00
38th m
10%
66833.00
80200.00
39th m
10%
73516.00
88219.00
40th m
10%
80868.00
97042.00
80868.00
97042.00
8087.00
9704.00
Total Cost from 30m upto 40m Avg Rate per metre B
15127.00
Including 20% for Kentledge 19514.00
Avg Rate per metre
12.14
Remarks/ Input ref.
12265.00
(v)
b
Cost Rs
Beyond 20m upto 30 m
Total Cost from 20m upto 30m 12.14 A
Rate Rs
122652.00
Avg Rate per metre 12.14 A
Quantity
Clayey Soil ( 8m dia. Well ) Unit = Running Meter. Taking output = 1 meter
(i)
Depth from bed level upto 3.0 M Rate of sinking @ 0.18 m/hour a)
b)
Labour Mate
day
0.22
151.44
33.32
L-12
Sinker ( skilled )
day
2.00
164.69
329.38
L-15
Sinking helper ( semi-skilled )
hour
3.50
230.00
805.00
L-14
5.50
1073.50
5904.25
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b) Page 39 of 264
590.43 1532.47
Sr No
Ref. to MoRTH Spec.
Description d)
Unit
Quantity
Rate Rs
Contractor's profit @ 0.1 on (a+b+c)
10114.33 say
(ii)
Remarks/ Input ref.
919.48
Rate per metre = (a+b+c+d) 12.14 B
Cost Rs
10114.00
Beyond 3m upto 10m depth Rate of sinking @ 0.17 m/hour a)
b)
Labour Mate
day
0.32
151.44
48.46
L-12
Sinker
day
2.50
164.69
411.73
L-15
Sinking helper ( semi-skilled )
day
4.50
230.00
1035.00
L-14
hour
6.00
1073.50
6441.00
P&M-075
hour
3.50
740.15
2590.53
P&M-063
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
903.15 2285.97 1371.58
Rate per metre = (a+b+c+d)
15087.42 say
12.14 B
(iii) a b
Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5 per cent of cost, if required.
Including for dewatering @ 5% of cost, if required
11th m
5%
15842.00
16634.00
12th m
5%
16634.00
17466.00
13th m
5%
17466.00
18339.00
14th m
5%
18339.00
19256.00
15th m
5%
19256.00
20219.00
16th m
5%
20219.00
21230.00
17th m
5%
21230.00
22292.00
18th m
5%
22292.00
23407.00
19th m
5%
23407.00
24577.00
20th m
5%
24577.00
25806.00
199262.00
209226.00
19926.00
20923.00
Total Cost from 10m upto 20m Avg Rate per metre 12.14 B
(iv) a b c
Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).
7.5%
26420.00
33025.00
34676.00
32nd
7.5%
28402.00
35503.00
37278.00
33rd m
7.5%
30532.00
38165.00
40073.00
34th m
7.5%
32822.00
41028.00
43079.00
35th m
7.5%
35284.00
44105.00
46310.00
36th m
7.5%
37930.00
47413.00
49784.00
37th m
7.5%
40775.00
50969.00
53517.00
38th m
7.5%
43833.00
54791.00
57531.00
39th m
7.5%
47120.00
58900.00
61845.00
40th m
7.5%
50654.00
63318.00
66484.00
373772.00
467217.00
490577.00
37377.00
46722.00
49058.00
Avg Rate per metre (v)
Including 25% Including 5% for Kentledge for dewatering, if required
31st m
Total Cost from 30m upto 40m 12.14 B
15087.00
Beyond 10 m upto 20 m
Beyond 30m upto 40 m Page 40 of 264
Sr No
Ref. to MoRTH Spec.
Description a b c
Unit
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour).
Cost Rs
Remarks/ Input ref.
Including 20% Including 5% for Kentledge for dewatering, if required
31st m
10%
55719.00
66863.00
70206.00
32nd
10%
61291.00
73549.00
77226.00
33rd m
10%
67420.00
80904.00
84949.00
34th m
10%
74162.00
88994.00
93444.00
35th m
10%
81578.00
97894.00
102789.00
36th m
10%
89736.00
107683.00
113067.00
37th m
10%
98710.00
118452.00
124375.00
38th m
10%
108581.00
130297.00
136812.00
39th m
10%
119439.00
143327.00
150493.00
40th m
10%
131383.00
157660.00
165543.00
888019.00
1065623.00
1118904.00
88802.00
106562.00
111890.00
Avg Rate per metre C
Rate Rs
Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering, if required
Total Cost from 30m upto 40m 12.14
Quantity
Soft Rock ( 8m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking @ 0.20 m/hour a)
b)
Labour Mate
day
0.68
151.44
102.98
L-12
Sinker ( skilled )
day
4.00
164.69
658.76
L-15
Sinking helper ( semi-skilled )
day
12.00
230.00
2760.00
L-14
Diver
day
1.00
264.50
264.50
L-07
hour
5.00
1073.50
5367.50
P&M-075
hour
3.75
740.15
2775.56
P&M-063
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers Consumables in sinking @ 10 per cent of (b)
814.31 637.18
c)
Add for dewatering @ of 5 per cent of (a+b), if required Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
2676.16 1605.69
Rate per metre = (a+b+c+d) 12.14
D
17662.64 say
17663.00
1168.00
Hard Rock ( 8m dia well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking @ 0.17 m/hour a)
b)
c)
Material Gelatine 80 per cent
Kg
8.00
146.00
Electric Detonators
each
32.00
14.56
M-104
Mate
day
1.09
151.44
165.07
L-12
Driller
day
2.00
264.50
529.00
L-06
Blaster
day
0.25
264.50
66.13
L-03
Mazdoor
day
20.00
136.69
2733.80
L-13
Mazdoor (Skilled)
day
4.00
164.69
658.76
L-15
hour
6.00
1073.50
6441.00
P&M-075
hour
2.00
740.15
1480.30
P&M-063
465.92 M-094/100
Labour
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. Page 41 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Dewatering @ 5 per cent of cost of (b+c), if required. Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
415.28 2945.39 1767.23
Rate per metre = (a+b+c+d+e)
19439.58 say
12.15
Section 1200
Remarks/ Input ref.
603.70
Consumables in sinking @ 10 per cent of cost of (b). d)
Cost Rs
19440.00
Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Unit = Running Meter. Taking output = 1 m Diameter of well - 9 m. A (i)
Sandy Soil Depth below bed level upto 3.0 M Rate of sinking @ 0.25 m/hour a)
b)
Labour Mate
day
0.19
151.44
28.77
L-12
Sinker ( skilled )
day
1.50
164.69
247.04
L-15
Sinking helper ( semi-skilled )
day
3.25
230.00
747.50
L-14
hour
4.00
1073.50
4294.00
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
429.40 1149.34 689.61
Rate per metre = (a+b+c+d)
7585.66 say
12.15 A
(ii)
7586.00
Beyond 3m upto 10m depth Rate of sinking @ 0.18 m/hour a)
b)
Labour Mate
day
0.27
151.44
40.89
L-12
Sinker
day
1.75
164.69
288.21
L-15
Sinking helper ( semi-skilled )
day
4.00
230.00
920.00
L-14
hour
5.50
1073.50
5904.25
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
590.43 1548.75 929.25
Rate per metre = (a+b+c+d)
10221.78 say
12.15 A
(iii) a
Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter 11th m
5%
10733.00
12th m
5%
11270.00
13th m
5%
11834.00
14th m
5%
12426.00
15th m
5%
13047.00
16th m
5%
13699.00
17th m
5%
14384.00
18th m
5%
15103.00
19th m
5%
15858.00
20th m
5%
Total Cost from 10m upto 20m
16651.00 135005.00
Avg Rate per metre
13501.00 Page 42 of 264
10222.00
Sr No 12.15 A
Ref. to MoRTH Spec.
Description (iv) a b
Unit
Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. 21st m
7.5%
17899.83
Including 20% for Kentledge 21480.00
22nd m
7.5%
19242.00
23090.00
23rd m
7.5%
20685.00
24822.00
24th m
7.5%
22236.00
26683.00
25th m
7.5%
23904.00
28685.00
26th m
7.5%
25697.00
30836.00
27th m
7.5%
27624.00
33149.00
28th m
7.5%
29696.00
35635.00
29th m
7.5%
31923.00
38308.00
30th m
7.5%
34317.00
41180.00
253223.83
303868.00
25322.00
30387.00
Avg Rate per metre (v)
Beyond 30m upto 40 m
a
Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. 31st m
b
10%
37748.70
Including 20% for Kentledge 45298.00
32nd
10%
41524.00
49829.00
33rd m
10%
45676.00
54811.00
34th m
10%
50244.00
60293.00
35th m
10%
55268.00
66322.00
36th m
10%
60795.00
72954.00
37th m
10%
66875.00
80250.00
38th m
10%
73563.00
88276.00
39th m
10%
80919.00
97103.00
40th m
10%
89011.00
106813.00
601623.70
721949.00
60162.00
72195.00
Total Cost from 30m upto 40m Avg Rate per metre 12.15
B
Rate Rs
Cost Rs
Remarks/ Input ref.
Beyond 20m upto 30 m
Total Cost from 20m upto 30m 12.15 A
Quantity
Clayey Soil ( 9m dia. Well ) Unit = Running Meter. Taking output = 1 cum
(i)
Depth below bed level upto 3.0 M Rate of sinking 0.17 m / hour a)
b)
Labour Mate
day
0.24
151.44
36.35
L-12
Sinker ( skilled )
day
2.25
164.69
370.55
L-15
Sinking helper ( semi-skilled )
day
3.75
230.00
862.50
L-14
hour
5.75
1073.50
6172.63
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
617.26 1611.86 967.11
Rate per metre = (a+b+c+d)
10638.26 say
12.15 B
(ii)
10638.00
Beyond 3m upto 10m depth Rate of sinking 0.15 m / hour a)
b)
Labour Mate
day
0.34
151.44
51.49
L-12
Sinker
day
2.50
164.69
411.73
L-15
Sinking helper ( semi-skilled )
day
5.00
230.00
1150.00
L-14
Machinery Page 43 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b) c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
Quantity
Rate Rs
6.50
1073.50
6977.75
P&M-075
hour
3.75
740.15
2775.56
P&M-063
975.33 2468.37 1481.02 16291.25 say
(iii) a b
Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5 per cent of cost, if required.
Including for dewatering @ 5% of cost, if required
11th m
5%
17106.00
17961.00
12th m
5%
17961.00
18859.00
13th m
5%
18859.00
19802.00
14th m
5%
19802.00
20792.00
15th m
5%
20792.00
21832.00
16th m
5%
21832.00
22924.00
17th m
5%
22924.00
24070.00
18th m
5%
24070.00
25274.00
19th m
5%
25274.00
26538.00
20th m
5%
26538.00
27865.00
215158.00
225917.00
21516.00
22592.00
Avg Rate per metre (iv) a b c
Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).
Including 25% Including 5% for Kentledge for dewatering, if required
31st m
7.5%
28528.00
35660.00
37443.00
32nd
7.5%
30668.00
38335.00
40252.00
33rd m
7.5%
32968.00
41210.00
43271.00
34th m
7.5%
35441.00
44301.00
46516.00
35th m
7.5%
38099.00
47624.00
50005.00
36th m
7.5%
40956.00
51195.00
53755.00
37th m
7.5%
44028.00
55035.00
57787.00
38th m
7.5%
47330.00
59163.00
62121.00
39th m
7.5%
50880.00
63600.00
66780.00
40th m
7.5%
54696.00
68370.00
71789.00
403594.00
504493.00
529719.00
40359.00
50449.00
52972.00
Total Cost from 30m upto 40m Avg Rate per metre 12.15 B
(v) a b c
16291.00
Beyond 10 m upto 20 m
Total Cost from 10m upto 20m 12.15 B
Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering, if required Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour).
Including 20% Including 5% for Kentledge for dewatering, if required
31st m
10%
60166.00
72199.00
75809.00
32nd
10%
66183.00
79420.00
83391.00
33rd m
10%
72801.00
87361.00
91729.00
34th m
10%
80081.00
96097.00
100902.00
Page 44 of 264
Remarks/ Input ref.
hour
Rate per metre = (a+b+c+d) 12.15 B
Cost Rs
Sr No
Ref. to MoRTH Spec.
Description
Unit
Cost Rs
Remarks/ Input ref.
10%
88089.00
105707.00
110992.00
36th m
10%
96898.00
116278.00
122092.00
37th m
10%
106588.00
127906.00
134301.00
38th m
10%
117247.00
140696.00
147731.00
39th m
10%
128972.00
154766.00
162504.00
40th m
10%
141869.00
170243.00
178755.00
958894.00
1150673.00
1208206.00
95889.00
115067.00
120821.00
0.76
151.44
115.09
L-12
Avg Rate per metre C
Rate Rs
35th m
Total Cost from 30m upto 40m 12.15
Quantity
Soft Rock ( 9m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata up to 3m Rate of sinking 0.15 m / hour a)
b)
Labour Mate
day
Sinker ( skilled )
day
4.00
164.69
658.76
L-15
Sinking helper ( semi-skilled )
day
14.00
230.00
3220.00
L-14
Diver
day
1.20
264.50
317.40
L-07
hour
6.50
1073.50
6977.75
P&M-075
hour
4.00
740.15
2960.60
P&M-063
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers Consumables in sinking @ 10 per cent of (b)
993.84 1524.34
c)
Add for dewatering @ of 5 per cent of (a+b), if required Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
3353.56 2012.13
Rate per metre = (a+b+c+d) 12.15
D
22133.47 say
22133.00
1460.00
Hard Rock ( 9m dia well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking 0.15 m / hour a)
b)
c)
Material Gelatine 80 per cent
Kg
10.00
146.00
Electric Detonators
each
40.00
14.56
M-104
Mate
day
1.17
151.44
177.18
L-12
Driller
day
2.00
264.50
529.00
L-06
Blaster
day
0.25
264.50
66.13
L-03
Mazdoor
day
22.00
136.69
3007.18
L-13
Mazdoor (Skilled)
day
4.00
164.69
658.76
L-15
Diver
day
1.00
264.50
264.50
L-07
hour
7.00
1073.50
7514.50
P&M-075
hour
2.50
740.15
1850.38
P&M-063
582.40 M-094/100
Labour
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. Dewatering @ 5 per cent of cost of (b+c), if required.
703.38
Consumables in sinking @ 10 per cent of cost of (b). d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
470.27 3456.74 2074.04
Rate per metre = (a+b+c+d+e)
22814.46 say
Page 45 of 264
22814.00
Sr No
Ref. to MoRTH Spec.
12.16
1200
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Sinking of 10 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Unit = Running Meter Taking output = 1 m Diameter of well - 10 m. A
Sandy Soil
(i)
Depth below bed level upto 3.0 M Rate of sinking 0.20 m / hour a)
b)
Labour Mate
day
0.20
151.44
30.29
L-12
Sinker ( skilled )
day
1.50
164.69
247.04
L-15
Sinking helper ( semi-skilled )
day
3.50
230.00
805.00
L-14
hour
5.00
1073.50
5367.50
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
536.75 1397.31 838.39
Rate per metre = (a+b+c+d)
9222.28 say
12.16 A
(ii)
9222.00
Beyond 3m upto 10m depth Rate of sinking 0.17 m / hour a)
b)
Labour Mate
day
0.31
151.44
46.95
L-12
Sinker
day
2.00
164.69
329.38
L-15
Sinking helper ( semi-skilled )
day
4.25
230.00
977.50
L-14
hour
5.75
1073.50
6172.63
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
617.26 1628.74 977.25
Rate per metre = (a+b+c+d)
10749.70 say
12.16 A
(iii) a
Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter 11th m
5% 5%
11851.00
13th m
5%
12444.00
14th m
5%
13066.00
15th m
5%
13719.00
16th m
5%
14405.00
17th m
5%
15125.00
18th m
5%
15881.00
19th m
5%
16675.00
20th m
5%
Total Cost from 10m upto 20m (iv) a b
17509.00 141962.00
Avg Rate per metre 12.16 A
11287.00
12th m
14196.00
Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. 21st m Page 46 of 264
7.5%
18822.00
Including 20% for Kentledge 22586.00
10750.00
Sr No
Ref. to MoRTH Spec.
Description
Unit 7.5%
20234.00
24281.00
23rd m
7.5%
21752.00
26102.00
24th m
7.5%
23383.00
28060.00
25th m
7.5%
25137.00
30164.00
26th m
7.5%
27022.00
32426.00
27th m
7.5%
29049.00
34859.00
28th m
7.5%
31228.00
37474.00
29th m
7.5%
33570.00
40284.00
30th m
7.5%
36088.00
43306.00
266285.00
319542.00
26629.00
31954.00
Avg Rate per metre (v)
Beyond 30m upto 40 m
a
Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. 31st m
b
10%
39697.00
Including 20% for Kentledge 47636.00
32nd
10%
43667.00
52400.00
33rd m
10%
48034.00
57641.00
34th m
10%
52837.00
63404.00
35th m
10%
58121.00
69745.00
36th m
10%
63933.00
76720.00
37th m
10%
70326.00
84391.00
38th m
10%
77359.00
92831.00
39th m
10%
85095.00
102114.00
40th m
10%
93605.00
112326.00
632674.00
759208.00
63267.00
75921.00
Total Cost from 30m upto 40m Avg Rate per metre 12.16
B
Rate Rs
22nd m
Total Cost from 20m upto 30m 12.16 A
Quantity
Cost Rs
Remarks/ Input ref.
Clayey Soil (10m dia. Well ) Unit = Running Meter Taking output = 1 cum
(i)
Depth below bed level upto 3.0 M Rate of sinking 0.18m/hour. a)
b)
Labour Mate
day
0.25
151.44
37.86
L-12
Sinker ( skilled )
day
2.50
164.69
411.73
L-15
Sinking helper ( semi-skilled )
day
5.50
230.00
1265.00
L-14
hour
6.00
1073.50
6441.00
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
644.10 1759.94 1055.96
Rate per metre = (a+b+c+d)
11615.58 say
12.16 B
(ii)
11616.00
Beyond 3m upto 10m depth Rate of sinking 0.15m/hour. a)
b)
Labour Mate
day
0.40
151.44
60.58
L-12
Sinker
day
3.00
164.69
494.07
L-15
Sinking helper ( semi-skilled )
day
5.50
230.00
1265.00
L-14
hour
6.00
1073.50
6441.00
P&M-075
hour
4.00
740.15
2960.60
P&M-063
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay Consumables in sinking @ 10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b) Page 47 of 264
940.16 2432.28
Sr No
Ref. to MoRTH Spec.
Description d)
Unit
Quantity
Rate Rs
Contractor's profit @ 0.1 on (a+b+c)
1459.37
Rate per metre = (a+b+c+d)
16053.06 say
12.16 B
(iii) a b
Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5 per cent of cost, if required.
Including for dewatering @ 5% of cost, if required
11th m
5%
16856.00
17699.00
12th m
5%
17699.00
18584.00
13th m
5%
18584.00
19513.00
14th m
5%
19513.00
20489.00
15th m
5%
20489.00
21513.00
16th m
5%
21513.00
22589.00
17th m
5%
22589.00
23718.00
18th m
5%
23718.00
24904.00
19th m
5%
24904.00
26149.00
20th m
5%
26149.00
27456.00
212014.00
222614.00
21201.00
22261.00
Avg Rate per metre (iv) a b c
Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).
Including 25% Including 5% for Kentledge for dewatering, if required
31st m
7.5%
28110.00
35138.00
36895.00
32nd
7.5%
30218.00
37773.00
39662.00
33rd m
7.5%
32484.00
40605.00
42635.00
34th m
7.5%
34920.00
43650.00
45833.00
35th m
7.5%
37539.00
46924.00
49270.00
36th m
7.5%
40354.00
50443.00
52965.00
37th m
7.5%
43381.00
54226.00
56937.00
38th m
7.5%
46635.00
58294.00
61209.00
39th m
7.5%
50133.00
62666.00
65799.00
40th m
7.5%
53893.00
67366.00
70734.00
397667.00
497085.00
521939.00
39767.00
49709.00
52194.00
Total Cost from 30m upto 40m Avg Rate per metre 12.16 B
(v) a b c
16053.00
Beyond 10 m upto 20 m
Total Cost from 10m upto 20m 12.16 B
Cost Rs
Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering, if required Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour).
Including 20% Including 5% for Kentledge for dewatering, if required
31st m
10%
59282.00
71138.00
74695.00
32nd
10%
65210.00
78252.00
82165.00
33rd m
10%
71731.00
86077.00
90380.85
34th m
10%
78904.00
94685.00
99419.25
35th m
10%
86794.00
104153.00
109360.65
36th m
10%
95473.00
114568.00
120296.40
37th m
10%
105020.00
126024.00
132325.20
38th m
10%
115522.00
138626.00
145557.30
39th m
10%
127074.00
152489.00
160113.45
Page 48 of 264
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description 40th m
Unit
Quantity
10%
139781.00
167737.00
176123.85
944791.00
1133749.00
1190436.95
94479.00
113375.00
119044.00
Total Cost from 30m upto 40m Avg Rate per metre 12.16
C
Rate Rs
Cost Rs
Remarks/ Input ref.
Soft Rock (10m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking 0.14m/hour. a)
b)
Labour Mate
day
0.86
151.44
130.24
L-12
Sinker ( skilled )
day
4.00
164.69
658.76
L-15
Sinking helper ( semi-skilled )
day
16.00
230.00
3680.00
L-14
Diver
day
1.40
264.50
370.30
L-07
hour
7.00
1073.50
7514.50
P&M-075
hour
4.25
740.15
3145.64
P&M-063
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers Consumables in sinking @ 10 per cent of (b)
1066.01
Add for dewatering @ 5 per cent of cost, if required
586.31
c)
Overhead charges @ 0.2 on (a+b)
3430.35
d)
Contractor's profit @ 0.1 on (a+b+c)
2058.21
Rate per metre = (a+b+c+d) 12.16
D
22640.32 say
22640.00
1606.00
Hard Rock (10m dia well ) Unit = Running Meter. Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking 0.12 m/ hour. a)
b)
c)
Material Gelatine 80 per cent
Kg
11.00
146.00
Electric Detonators
each.
44.00
14.56
Mate
day
1.27
151.44
192.33
L-12
Driller
day
2.00
264.50
529.00
L-06
Blaster
day
0.25
264.50
66.13
L-03
Mazdoor
day
24.00
136.69
3280.56
L-13
Mazdoor (Skilled)
day
4.00
164.69
658.76
L-15
hour
8.50
1073.50
9124.75
P&M-075
hour
3.00
740.15
2220.45
P&M-063
Labour
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent of cost (c), if required.
d)
Consumables in sinking @ 10 per cent of cost of (b+c). Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
567.26 1663.92 4109.96 2465.98
Rate per metre = (a+b+c+d+e)
27125.73 say
12.17
1200
Sinking of 11 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Unit = Running Meter Taking output = 0.50 m Diameter of well - 11 m. A
M-104
640.64 M-094/100
Sandy Soil Page 49 of 264
27126.00
Sr No
Ref. to MoRTH Spec.
Description (i)
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Depth from bed level upto 3.0 M Rate of sinking @ 0.15 m/hour a)
b)
Labour Mate
day
0.21
151.44
31.80
L-12
Sinker ( skilled )
day
1.50
164.69
247.04
L-15
Sinking helper (semi-skilled)
day
3.30
230.00
759.00
L-14
hour
6.00
1073.50
6441.00
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)
d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
644.10 1624.59 974.75
Cost for 0.5m = a+b+c+d
10722.28
Rate per metre = (a+b+c+d)/0.50
21444.55 say
12.17 A
(ii)
21445.00
Beyond 3m upto 10m depth Rate of sinking @ 0.13 m/hour a)
b)
Labour Mate
day
0.32
151.44
48.46
L-12
Sinker
day
2.00
164.69
329.38
L-15
Sinking helper (semi-skilled)
day
4.50
230.00
1035.00
L-14
hour
4.00
1073.50
4294.00
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b+c)
d)
Contractor's profit @ 0.1 on (a+b+c+d)
429.40 1227.25 736.35
Cost for 0.5m = a+b+c+d
8099.84
Rate per metre = (a+b+c+d)/0.50
16199.68 say
12.17 A
(iii) a
Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter 11th m
5%
17010.00
12th m
5%
17861.00
13th m
5%
18754.00
14th m
5%
19692.00
15th m
5%
20677.00
16th m
5%
21711.00
17th m
5%
22797.00
18th m
5%
23937.00
19th m
5%
25134.00
20th m
5%
Total Cost from 10m upto 20m Avg Rate per metre 12.17 A
(iv) a b
26391.00 213964.00 21396.00
Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. 21st m
7.5%
28370.00
Including 20% for Kentledge 34044.00
22nd m
7.5%
30498.00
36598.00
23rd m
7.5%
32785.00
39342.00
24th m
7.5%
35244.00
42293.00
25th m
7.5%
37887.00
45464.00
26th m
7.5%
40729.00
48875.00
27th m
7.5%
43784.00
52541.00
28th m
7.5%
47068.00
56482.00
Page 50 of 264
16200.00
Sr No
Ref. to MoRTH Spec.
Description
Unit 7.5%
50598.00
30th m
7.5%
54393.00
65272.00
401356.00
481629.00
40136.00
48163.00
Avg Rate per metre (v)
Beyond 30m upto 40 m
a
Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. 31st m
b
10%
59832.00
32nd
10%
65815.00
78978.00
33rd m
10%
72397.00
86876.00
34th m
10%
79637.00
95564.00
35th m
10%
87601.00
105121.00
36th m
10%
96361.00
115633.00
37th m
10%
105997.00
127196.00
38th m
10%
116597.00
139916.00
39th m
10%
128257.00
153908.00
40th m
10%
141083.00
169300.00
953577.00
1144290.00
95358.00
114429.00
Avg Rate per metre B
Cost Rs
Remarks/ Input ref.
60718.00
Including 20% for Kentledge 71798.00
Total Cost from 30m upto 40m 12.17
Rate Rs
29th m Total Cost from 20m upto 30m 12.17 A
Quantity
Clayey Soil (11 m dia. Well ) Unit = Running Meter Taking output = 0.50 meter
(i)
Depth from bed level upto 3.0 M Rate of sinking @ 0.10 m/hour a)
b)
Labour Mate
day
0.26
151.44
39.37
L-12
Sinker ( skilled )
day
2.50
164.69
411.73
L-15
Sinking helper (semi-skilled)
day
4.00
230.00
920.00
L-14
hour
5.00
1073.50
5367.50
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
536.75 1455.07 873.04
Cost for 0.5m = a+b+c+d
9603.46
Rate per metre = (a+b+c+d)/0.50
19206.92 say
12.17 B
(ii)
19207.00
Beyond 3m upto 10m depth Rate of sinking @ 0.08 m/hour a)
b)
Labour Mate
day
0.43
151.44
65.12
L-12
Sinker
day
3.50
164.69
576.42
L-15
Sinking helper (semi-skilled)
day
5.75
230.00
1322.50
L-14
hour
6.00
1073.50
6441.00
P&M-075
hour
4.25
740.15
3145.64
P&M-063
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay Consumables in sinking @ 10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
958.66 2501.87 1501.12
Cost for 0.5m = a+b+c+d
16512.32
Rate per metre = (a+b+c+d)/0.50
33024.65 say
12.17 B
(iii) a
Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Page 51 of 264
33025.00
Sr No
Ref. to MoRTH Spec.
Description b
Unit
Add for dewatering @ 5 per cent of cost, if required.
11th m
5%
34676.00
36410.00
12th m
5%
36410.00
38231.00
13th m
5%
38231.00
40143.00
14th m
5%
40143.00
42150.00
15th m
5%
42150.00
44258.00
16th m
5%
44258.00
46471.00
17th m
5%
46471.00
48795.00
18th m
5%
48795.00
51235.00
19th m
5%
51235.00
53797.00
20th m
5%
53797.00
56487.00
436166.00
457974.00
43617.00
45797.00
Avg Rate per metre (iv) a b c
Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).
Including 25% Including 5% for Kentledge for dewatering, if required
31st m
7.5%
57832.00
72290.00
75905.00
32nd
7.5%
62169.00
77711.00
81597.00
33rd m
7.5%
66832.00
83540.00
87717.00
34th m
7.5%
71844.00
89805.00
94295.00
35th m
7.5%
77232.00
96540.00
101367.00
36th m
7.5%
83024.00
103780.00
108969.00
37th m
7.5%
89251.00
111564.00
117142.00
38th m
7.5%
95945.00
119931.00
125928.00
39th m
7.5%
103141.00
128926.00
135372.00
40th m
7.5%
110877.00
138596.00
145526.00
818147.00
1022683.00
1073817.00
81815.00
102268.00
107382.00
Avg Rate per metre (v) a b c
Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering, if required Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour).
10%
121965.00
146358.00
153676.00
32nd
10%
134162.00
160994.00
169044.00
33rd m
10%
147578.00
177094.00
185949.00
34th m
10%
162336.00
194803.00
204543.00
35th m
10%
178570.00
214284.00
224998.00
36th m
10%
196427.00
235712.00
247498.00
37th m
10%
216070.00
259284.00
272248.00
38th m
10%
237677.00
285212.00
299473.00
39th m
10%
261445.00
313734.00
329421.00
40th m
10%
287590.00
345108.00
362363.00
1943820
2332583
2449213
194382.00
233258.00
244921.00
Avg Rate per metre C
Including 20% Including 5% for Kentledge for dewatering, if required
31st m
Total Cost from 30m upto 40m 12.17
Cost Rs
Beyond 20m upto 30 m
Total Cost from 30m upto 40m 12.17 B
Rate Rs Including for dewatering @ 5% of cost, if required
Total Cost from 10m upto 20m 12.17 B
Quantity
Soft Rock (11m dia well ) Unit = Running Meter. Taking output = 0.50 m Page 52 of 264
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Depth in soft rock strata upto 3m Rate of sinking @ 0.06 m/hour a)
b)
Labour Mate
day
0.95
151.44
143.87
L-12
Sinker ( skilled )
day
4.25
164.69
699.93
L-15
Sinking helper (semi-skilled)
day
18.00
230.00
4140.00
L-14
Diver
day
1.50
264.50
396.75
L-07
hour
8.00
1073.50
8588.00
P&M-075
hour
4.50
740.15
3330.68
P&M-063
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers Consumables in sinking @ 10 per cent of (b)
1191.87
Add for dewatering @ 5 per cent of cost, if required c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
655.53 3829.32 2297.59
Cost for 0.5m = a+b+c+d
25273.54
Rate per metre = (a+b+c+d)/0.50 12.17
D
50547.08 say
50547.00
1752.00
Hard Rock (11m dia well ) Unit = Running Meter. Taking output = 0.50 m Depth in hard rock upto 3 m Rate of sinking @ 0.05 m/hour a)
b)
c)
Material Gelatine 80 per cent
Kg
12.00
146.00
Electric Detonators
each.
48.00
14.56
Mate
day
1.35
151.44
204.44
L-12
Driller
day
2.00
264.50
529.00
L-06
Blaster
day
0.25
264.50
66.13
L-03
Mazdoor
day
26.00
136.69
3553.94
L-13
Mazdoor (Skilled)
day
4.00
164.69
658.76
L-15
hour
10.00
1073.50
10735.00
P&M-075
hour
3.50
740.15
2590.53
P&M-063
Labour
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent of cost (c), if required.
d)
Consumables in sinking @ 10 per cent of cost of (b+c). Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
666.28 1833.78 4657.75 2794.65
Cost for 0.5m = a+b+c+d
30741.12
Rate per metre = (a+b+c+d)/0.50 12.18
1200
M-104
698.88 M-094/100
61482.25 say
61482.00
151.44
33.32
Sinking of 12 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Unit = Running Meter Taking output = 0.25 m Diameter of well - 12 m. A
Sandy Soil
(i)
I) Depth below bed level upto 3.0 M Rate of sinking @ 0.05 m/hour a)
Labour Mate
day Page 53 of 264
0.22
L-12
Sr No
Ref. to MoRTH Spec.
Description
b)
Unit
Quantity
Rate Rs
day
1.75
164.69
288.21
L-15
Sinking helper (semi-skilled)
day
4.00
230.00
920.00
L-14
hour
6.00
1073.50
6441.00
P&M-075
Machinery
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
644.10 1665.32 999.19
Cost for 0.25m = a+b+c+d
10991.14
Rate per metre = (a+b+c+d)/0.25
43964.58 say
(ii)
Remarks/ Input ref.
Sinker ( skilled )
Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)
12.18 A
Cost Rs
43965.00
Beyond 3m upto 10m depth Rate of sinking @ 0.038 m/hour a)
b)
Labour Mate
day
0.37
151.44
56.03
L-12
Sinker
day
2.50
164.69
411.73
L-15
Sinking helper (semi-skilled)
day
4.75
230.00
1092.50
L-14
hour
6.50
1073.50
6977.75
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
697.78 1847.16 1108.29
Cost for 0.25m = a+b+c+d
12191.23
Rate per metre = (a+b+c+d)/0.25
48764.93 say
12.18 A
(iii) a
Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter 11th m
5%
51203.00
12th m
5%
53763.00
13th m
5%
56451.15
14th m
5%
59273.71
15th m
5%
62237.39
16th m
5%
65349.26
17th m
5%
68616.73
18th m
5%
72047.56
19th m
5%
75649.94
20th m
5%
Total Cost from 10m upto 20m Avg Rate per metre 12.18 A
(iv) a b
79432.44 644024.18 64402.00
Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. 21st m
7.5%
85390.00
Including 20% for Kentledge 102468.00
22nd m
7.5%
91794.00
110153.00
23rd m
7.5%
98679.00
118415.00
24th m
7.5%
106080.00
127296.00
25th m
7.5%
114036.00
136843.00
26th m
7.5%
122589.00
147107.00
27th m
7.5%
131783.00
158140.00
28th m
7.5%
141667.00
170000.00
29th m
7.5%
152292.00
182750.00
30th m
7.5%
163714.00
196457.00
1208024.00
1449629.00
120802.00
144963.00
Total Cost from 20m upto 30m Avg Rate per metre Page 54 of 264
48765.00
Sr No 12.18 A
Ref. to MoRTH Spec.
Description
Unit
(v)
Beyond 30m upto 40 m
a
Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. 31st m
b
10%
180085.00
32nd
10%
198094.00
237713.00
33rd m
10%
217903.00
261484.00
34th m
10%
239693.00
287632.00
35th m
10%
263662.00
316394.00
36th m
10%
290028.00
348034.00
37th m
10%
319031.00
382837.00
38th m
10%
350934.00
421121.00
39th m
10%
386027.00
463232.00
40th m
10%
424630.00
509556.00
Avg Rate per metre B
Rate Rs
Including 20% for Kentledge 216102.00
Total Cost from 30m upto 40m 12.18
Quantity
2870087
3444105
287009.00
344411.00
Cost Rs
Remarks/ Input ref.
Clayey Soil (12 m dia. Well ) Unit = Running Meter. Taking output = 0.25 meter.
(i)
Depth below bed level upto 3.0 M Rate of sinking @ 0.04 m/hour a)
b)
Labour Mate
day
0.30
151.44
45.43
L-12
Sinker ( skilled )
day
3.00
164.69
494.07
L-15
Sinking helper (semi-skilled)
day
4.50
230.00
1035.00
L-14
hour
6.25
1073.50
6709.38
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
670.94 1790.96 1074.58
Cost for 0.25m = a+b+c+d
11820.36
Rate per metre = (a+b+c+d)/0.25
47281.42 say
12.18 B
(ii)
47281.00
Beyond 3m upto 10m depth Rate of sinking @ 0.03 m/hour a)
b)
Labour Mate
day
0.48
151.44
72.69
L-12
Sinker
day
3.75
164.69
617.59
L-15
Sinking helper (semi-skilled)
day
6.00
230.00
1380.00
L-14
hour
8.33
1073.50
8942.26
P&M-075
hour
4.50
740.15
3330.68
P&M-063
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b)
1227.29
c)
Overhead charges @ 0.2 on (a+b)
3114.10
d)
Contractor's profit @ 0.1 on (a+b+c)
1868.46
Cost for 0.25m = a+b+c+d
20553.06
Rate per metre = (a+b+c+d)/0.25
82212.25 say
12.18 B
(iii) a b
Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5 per cent of cost, if required.
Page 55 of 264
Including for dewatering @ 5% of cost, if required
82212.00
Sr No
Ref. to MoRTH Spec.
Description
Unit 5%
86323.00
90639.00
12th m
5%
90639.00
95171.00
13th m
5%
95171.00
99930.00
14th m
5%
99930.00
104927.00
15th m
5%
104927.00
110173.00
16th m
5%
110173.00
115682.00
17th m
5%
115682.00
121466.00
18th m
5%
121466.00
127539.00
19th m
5%
127539.00
133916.00
20th m
5%
133916.00
140612.00
1085766.00
1140055.00
108577.00
114006.00
Avg Rate per metre (iv) a b c
Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering on the cost, if required Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).
Including 25% Including 5% for Kentledge for dewatering, if required
31st m
7.5%
143960.00
179950.00
32nd
7.5%
154757.00
193446.00
203118.00
33rd m
7.5%
166364.00
207955.00
218353.00
34th m
7.5%
178841.00
223551.00
234729.00
35th m
7.5%
192254.00
240318.00
252334.00
36th m
7.5%
206673.00
258341.00
271258.00
37th m
7.5%
222173.00
277716.00
291602.00
38th m
7.5%
238836.00
298545.00
313472.00
39th m
7.5%
256749.00
320936.00
336983.00
40th m
7.5%
276005.00
345006.00
362256.00
2036612
2545764
2673053
203661.00
254576.00
267305.00
Avg Rate per metre (v) a b c
Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering, if required Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour).
10%
303606.00
364327.00
382543.00
32nd
10%
333967.00
400760.00
420798.00
33rd m
10%
367364.00
440837.00
462879.00
34th m
10%
404100.00
484920.00
509166.00
35th m
10%
444510.00
533412.00
560083.00
36th m
10%
488961.00
586753.00
616091.00
37th m
10%
537857.00
645428.00
677699.00
38th m
10%
591643.00
709972.00
745471.00
39th m
10%
650807.00
780968.00
820016.00
40th m
10%
715888.00
859066.00
902019.00
4838703
5806443
6096765
483870.00
580644.00
609677.00
Soft Rock (12m dia well ) Unit = Running Meter Taking output = 0.25 m Depth in soft rock strata upto 3m Rate of sinking @ 0.025 m/hour a)
Including 20% Including 5% for Kentledge for dewatering, if required
31st m
Avg Rate per metre C
188948.00
Beyond 30m upto 40 m
Total Cost from 30m upto 40m 12.18
Cost Rs
Beyond 20m upto 30 m
Total Cost from 30m upto 40m 12.18 B
Rate Rs
11th m
Total Cost from 10m upto 20m 12.18 B
Quantity
Labour Page 56 of 264
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
b)
Unit
Quantity
Rate Rs
day
1.06
151.44
160.53
L-12
Sinker ( skilled )
day
4.50
164.69
741.11
L-15
Sinking helper (semi-skilled)
day
20.00
230.00
4600.00
L-14
Diver
day
1.75
264.50
462.88
L-07
hour
10.00
1073.50
10735.00
P&M-075
hour
4.75
740.15
3515.71
P&M-063
Machinery
1425.07
Add for dewatering @ 5 per cent, if required c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
783.79 4484.82 2690.89
Cost for 0.25m = a+b+c+d
29599.78
Rate per metre = (a+b+c+d)/0.25 D
Remarks/ Input ref.
Mate
Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b)
12.18
Cost Rs
118399.14 say
118399.00
2044.00
Hard Rock (12m dia well ) Unit = Running Meter Taking output = 0.25 m
(i)
Depth in hard rock strata upto 3 m Rate of sinking @ 0.020 m/hour a)
Material Gelatine80 per cent
Kg
14.00
146.00
each.
56.00
14.56
Mate
day
1.44
151.44
218.07
L-12
Driller
day
2.00
264.50
529.00
L-06
Blaster
day
0.25
264.50
66.13
L-03
Mazdoor
day
28.00
136.69
3827.32
L-13
Mazdoor (Skilled)
day
4.50
164.69
741.11
L-15
hour
12.50
1073.50
13418.75
P&M-075
hour
4.00
740.15
2960.60
P&M-063
Electric detonator b)
c)
Labour
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent, if required.
818.97
Consumables in sinking @ 10 per cent of (c).
1719.83
d)
Overhead charges @ 0.2 on (a+b+c)
5431.83
e)
Contractor's profit @ 0.1 on (a+b+c+d)
3259.10
Cost for 0.25m = a+b+c+d+e
35850.06
Rate per metre = (a+b+c+d+e)/0.25
143400.22 say
12.19
1200
M-104
815.36 M-094/100
143400.00
Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Unit = Running Meter Taking output = 1 m Dimensions of well. Overall length = 12 m Overall width = 6 m A
Sandy Soil
(i)
Depth from bed level upto 3.0 M Rate of sinking @ 0.18 m/hour a)
Labour Mate
day
0.20
151.44
30.29
L-12
Sinker ( skilled )
day
1.25
164.69
205.86
L-15
Page 57 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Sinking helper (semi-skilled) b)
Quantity
Rate Rs
day
3.75
230.00
862.50
L-14
hour
5.50
1073.50
5904.25
P&M-075
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
590.43 1518.67 911.20
Rate per metre = (a+b+c+d)
10023.19 say
(ii)
Remarks/ Input ref.
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)
12.19 A
Cost Rs
10023.00
Beyond 3m upto 10m depth Rate of sinking @ 0.17 m/hour a)
b)
Labour Mate
day
0.30
151.44
45.43
L-12
Sinker
day
1.50
164.69
247.04
L-15
Sinking helper (semi-skilled)
day
4.00
230.00
920.00
L-14
hour
5.88
1073.50
6312.18
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
631.22 1631.17 978.70
Rate per metre = (a+b+c+d)
10765.74 say
12.19 A
(iii) a
Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter 11th m
5% 5%
11869.00
13th m
5%
12462.00
14th m
5%
13085.00
15th m
5%
13739.00
16th m
5%
14426.00
17th m
5%
15147.00
18th m
5%
15904.00
19th m
5%
16699.00
20th m
5%
Total Cost from 10m upto 20m (iv) a b
14217.00
Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. 21st m
7.5%
18849.00
Including 20% for Kentledge 22619.00
22nd m
7.5%
20263.00
24316.00
23rd m
7.5%
21783.00
26140.00
24th m
7.5%
23417.00
28100.00
25th m
7.5%
25173.00
30208.00
26th m
7.5%
27061.00
32473.00
27th m
7.5%
29091.00
34909.00
28th m
7.5%
31273.00
37528.00
29th m
7.5%
33618.00
40342.00
30th m
7.5%
36139.00
43367.00
266667.00
320002.00
26667.00
32000.00
Total Cost from 20m upto 30m Avg Rate per metre 12.19 A
17534.00 142169.00
Avg Rate per metre 12.19 A
11304.00
12th m
(v)
Beyond 30m upto 40 m
a
Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter
Page 58 of 264
10766.00
Sr No
Ref. to MoRTH Spec.
Description b
Unit
Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. 31st m
10%
39753.00
32nd
10%
43728.00
52474.00
33rd m
10%
48101.00
57721.00
34th m
10%
52911.00
63493.00
35th m
10%
58202.00
69842.00
36th m
10%
64022.00
76826.00
37th m
10%
70424.00
84509.00
38th m
10%
77466.00
92959.00
39th m
10%
85213.00
102256.00
40th m
10%
Avg Rate per metre B
Rate Rs Including 20% for Kentledge 47704.00
Total Cost from 30m upto 40m 12.19
Quantity
93734.00
112481.00
633554.00
760265.00
63355.00
76027.00
Cost Rs
Remarks/ Input ref.
Clayey Soil (Twin D Type Well ) Unit = Running Meter Taking output = 1 meter
(i)
Depth below bed level upto 3.0 M Rate of sinking @ 0.16 m/hour a)
b)
Labour Mate
day
0.26
151.44
39.37
L-12
Sinker ( skilled )
day
2.50
Sinking helper (semi-skilled)
day
4.00
164.69
411.73
L-15
230.00
920.00
L-14
hour
6.25
1073.50
6709.38
P&M-075
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
670.94 1750.28 1050.17
Rate per metre = (a+b+c+d)
11551.86 say
12.19 B
(ii)
11552.00
Beyond 3m upto 10m depth Rate of sinking @ 0.15 m/hour a)
b)
Labour Mate
day
0.45
151.44
68.15
L-12
Sinker
day
3.25
164.69
535.24
L-15
Sinking helper (semi-skilled)
day
6.00
230.00
1380.00
L-14
hour
6.67
1073.50
7160.25
P&M-075
hour
4.50
740.15
3330.68
P&M-063
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
1049.09 2704.68 1622.81
Rate per metre = (a+b+c+d)
17850.89 say
12.19 B
(iii) a b
Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5 per cent of cost, if required.
Including for dewatering @ 5% of cost, if required
11th m
5%
18743.00
19680.00
12th m
5%
19680.00
20664.00
13th m
5%
20664.00
21697.00
14th m
5%
21697.00
22782.00
15th m
5%
22782.00
23921.00
Page 59 of 264
17851.00
Sr No
Ref. to MoRTH Spec.
Description
Unit 5%
23921.00
25117.00
17th m
5%
25117.00
26373.00
18th m
5%
26373.00
27692.00
19th m
5%
27692.00
29077.00
20th m
5%
29077.00
30531.00
235746.00
247534.00
23575.00
24753.00
Avg Rate per metre (iv) a b c
a b c
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).
Including 25% Including 5% for Kentledge for dewatering, if required
31st m
7.5%
31258.00
39073.00
41027.00
32nd
7.5%
33602.00
42003.00
44103.00
33rd m
7.5%
36122.00
45153.00
47411.00
34th m
7.5%
38831.00
48539.00
50966.00
35th m
7.5%
41743.00
52179.00
54788.00
36th m
7.5%
44874.00
56093.00
58898.00
37th m
7.5%
48240.00
60300.00
63315.00
38th m
7.5%
51858.00
64823.00
68064.00
39th m
7.5%
55747.00
69684.00
73168.00
40th m
7.5%
59928.00
74910.00
78656.00
442203.00
552757.00
580396.00
44220.00
55276.00
58040.00
Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering, if required Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour).
Including 20% Including 5% for Kentledge for dewatering, if required
31st m
10%
65921.00
79105.00
32nd
10%
72513.00
87016.00
91367.00
33rd m
10%
79764.00
95717.00
100503.00
34th m
10%
87740.00
105288.00
110552.00
35th m
10%
96514.00
115817.00
121608.00
36th m
10%
106165.00
127398.00
133768.00
37th m
10%
116782.00
140138.00
147145.00
38th m
10%
128460.00
154152.00
161860.00
39th m
10%
141306.00
169567.00
178045.00
40th m
10%
155437.00
186524.00
195850.00
1050602.00
1260722.00
1323758.00
105060.00
126072.00
132376.00
Total Cost from 30m upto 40m Avg Rate per metre 12.19
C
Remarks/ Input ref.
Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering on the cost, if required
Avg Rate per metre (v)
Cost Rs
Beyond 20m upto 30 m
Total Cost from 30m upto 40m 12.19 B
Rate Rs
16th m
Total Cost from 10m upto 20m 12.19 B
Quantity
83060.00
Soft Rock (Twin D Type Well ) Unit = Running Meter Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking @ 0.12 m/hour a)
b)
Labour Mate
day
0.86
151.44
130.24
L-12
Sinker ( skilled )
day
4.50
164.69
741.11
L-15
Sinking helper (semi-skilled)
day
15.00
230.00
3450.00
L-14
Diver
day
1.50
264.50
396.75
L-07
Machinery Page 60 of 264
Sr No
Ref. to MoRTH Spec.
Quantity
Rate Rs
Unit
Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers
hour
8.33
1073.50
8942.26
P&M-075
hour
6.00
740.15
4440.90
P&M-063
Consumables in sinking @ 10 per cent of (b)
1338.32
Add for dewatering @ 5 per cent, if required c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
736.07 4035.13 2421.08
Rate per metre = (a+b+c+d) 12.19
D
Cost Rs
Remarks/ Input ref.
Description
26631.84 say
26632.00
1460.00
Hard Rock (Twin D Type Well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking @ 0.10 m/hour a)
b)
c)
Material Geletine80 per cent
Kg
10.00
146.00
Electric detonators
each.
40.00
14.56
Mate
day
1.34
151.44
202.93
L-12
Driller
day
2.00
264.50
529.00
L-06
Blaster
day
0.25
264.50
66.13
L-03
Mazdoor
day
25.00
136.69
3417.25
L-13
Mazdoor (Skilled)
day
4.25
164.69
699.93
L-15
hour
10.00
1073.50
10735.00
P&M-075
hour
3.00
740.15
2220.45
P&M-063
Labour
Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent of cost of (b+c), if required.
893.53
Consumables in sinking @ 10 per cent of (b).
1384.90
d)
Overhead charges @ 0.2 on (a+b+c)
4438.30
e)
Contractor's profit @ 0.1 on (a+b+c+d)
2662.98
Rate per metre = (a+b+c+d+e) 12.20
1200
M-104
582.40 M-094/100
29292.81 say
29293.00
Pneumatic sinking of wells with equipment of approved design, drawing and specifications worked by competent and trained personnel and comprising of compression and decompression chambers, reducers, two air locks separately for men and plant & materials, arrangement for supply of fresh air to working chambers, check valves, exhaust valves, shafts made from steel plates of riveted construction not less than 6 mm thick to withstand an air pressure of 0.50 MPa, controlled blasting of hard rock where required, staircases and 1 m wide landing plateforms with railing, arrangement for compression and decompression, electric lighting of 50 V maximum, proper rooms for rest and medical examinations and compliance with safety precautions as per IS:4138, all as per clause1207.6 of MoRTH Specifications.
Unit - 1 cum Taking output = 5 cum a)
Material M35 grade RCC corbel provided for supporting of equipment (Dimensions as per ground conditions). Rate may be adopted vide Item 12.8 (H)
Cum
8.00
5217.00
41736.00
Item 12.8 (H)
HYSD bar reinforcement in corbel
tonne
0.48
45000.00
21600.00
M-082
Gelatine 80 per cent
Kg
1.50
146.00
219.00
M-104
Electric detonators
each
6.00
14.56
Blasting material
Page 61 of 264
87.36 M-094/100
Sr No
Ref. to MoRTH Spec.
Description b)
c)
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Labour Medical Officer
day
0.50
304.20
152.10
L-16
Para medical personnel
day
1.00
264.50
264.50
L-19
Mate
day
1.86
151.44
281.68
L-12
Driller
day
1.00
264.50
264.50
L-06
Blaster
day
0.50
264.50
132.25
L-03
Mazdoor (for cutting, blasting, cleaning, removal of Material etc.) Mazdoor (Skilled) (for fixation and removal of adopter for air lock, carrying out mechanical and electrical operations and repairs and other skilled jobs.)
day
30.00
136.69
4100.70
L-13
day
10.00
164.69
1646.90
L-15
Diver
day
4.00
264.50
1058.00
L-07
(i) Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking.
hour
6.00
1000.00
6000.00
P&M-082
Induction and deinduction
L.S
Erection at site and commissioning
L.S
Usage of plant and equipment for pneumatic method of well sinking Air compressor 250 cfm, 2 nos.
hour
Hire and running charges of crane of 15 tonne capacity
Machinery
100000.00 150000.00 6.00
4170.00
25020.00
P&M-038
hour
2x6
319.00
3828.00
P&M-001
hour
6.00
349.59
2097.56
P&M-072
Motorised barge of 20 tonne capacity
hour
6.00
100.00
600.00
P&M-066
Boat to carry atleast 20 persons
hour
6.00
100.00
600.00
P&M-066
Electric generating set 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Tipper 10 tonne capacity
hour
6.00
339.00
2034.00
P&M-048
d)
Overhead charges @ 0.2 on (a+b+c)
64485.47
e)
Contractor's profit @ 0.1 on (a+b+c+d)
38691.28
Cost for 5 cum = a+b+c+d+e (see notes below) Rate per cum = (a+b+c+d+e)/5 Note
1.The cost of induction, deinduction and erection of equipment shall be divided by the total quantity of pneumatic sinking for all the wells of a particular bridge to arrive at the per cum rate on account of this item. 2.Cost of pneumatic sinking per cum of individual wells will be added to the cost indicated at (1) above to arrive at the final rate of pneumatic sinking per cum. 3.The cost of induction and deinduction will depend upon the distance involved for shifting of equipment which may be assessed in individual cases as per actual ground conditions at the time of making of cost estimates. 4.In case pneumatic sinking is involved on a dry bed, the provision of barge and boat may be omitted. 5.The necessity and dimensions of the corbel will be as per actual ground conditions. 6.Small equipments like welding sets, pumps, vibrators, pneumatic tools, portable lamps, fire extinguishers, hose pipes etc., have not been included as the same are covered as items of minor T&P under overhead charges. 7.Depth of sinking shall be restricted to 30 m.
12.21
1207
Sand Filling in Wells complete as per Drawing and Technical Specifications. Unit = 1 cum Taking output = 1 cum a)
Material Sand (assuming 20 per cent voids )
b)
c)
cum
1.20
476.80
572.16
M-006
Mate
day
0.01
151.44
1.51
L-12
Mazdoor
day
0.30
136.69
41.01
L-13
Labour
Overhead charges @ 0.2 on (a+b) Page 62 of 264
122.94
Sr No
Ref. to MoRTH Spec.
Description d)
Unit
Quantity
Rate Rs
Contractor's profit @ 0.1 on (a+b+c)
1200 & 1900
Remarks/ Input ref.
73.76
Rate per cum (a+b+c+d) 12.22
Cost Rs
811.38 say
811.00
47250.00
Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. Unit = 1 MT Taking output = 1 MT a)
Material i) Structural steel including 5 per cent wastage
b)
tonne
1.05
45000.00
Mate
day
1.24
151.44
187.79
L-12
Fitter
day
6.00
230.00
1380.00
L-08
Blacksmith
day
5.00
230.00
1150.00
L-01
Welder
day
5.00
264.50
1322.50
L-02
Mazdoor
day
10.00
136.69
1366.90
L-13
c)
Electrodes, cutting gas and other consumables @ 5 per cent on cost a (a) above. Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
2362.50 11003.94 6602.36
Rate for per MT (a+b+c+d)
72625.98 say
12.23
1100 & 1700
M-179
Labour
72626.00
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-750 mm Unit = meter Taking output = 15 m a)
Materials PCC Grade M35
cum
6.62
5260.00
34821.20 Item 12.11 (C) iv
Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another.
hour
6.00
5464.00
32784.00
P&M-036
Hire and running charges of light crane for lowering reinforcement cage Hire and running charges of Bentonite pump
hour
0.50
357.00
178.50
P&M-013
hour
Loader I cum bucket capacity.
hour
6.00 Rate included in piling rig 0.30 806.00
241.80
P&M-017
Tipper 5.5 cum capacity for disposal of muck from pile bore hole Bentonite
hour
0.30
339.00
101.70
P&M-048
kg
300.00
4.10
1230.00
M-071
Mate/Supervisor
day
0.14
151.44
21.20
L-12
Mazdoor
day
3.50
136.69
478.42
L-13
Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) Concrete to be cast with a tremie pipe 200mm dia. b)
c)
Machinery( for boring and construction )
Labour
d)
Overhead charges @ 0.2 on (b+c)
e)
Contractor's profit @ 0.1 on (b+c+d)
7007.12 4204.27
Cost for 15 m = a+b+c+d+d+e
81068.21
Rate per metre (a+b+c+d+e)/15
5404.55 say
12.24 1100,160 0 & 1700
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1000 mm
Page 63 of 264
5405.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Unit = meter Taking output = 10 m a)
Materials PCC Grade M35
cum
7.85
5260.00
41291.00 Item 12.11 (C) iv
Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another.
hour
6.00
5464.00
32784.00
P&M-036
Hire and running charges of light crane for lowering reinforcement cage Hire and running charges of Bentonite pump
hour
0.50
357.00
178.50
P&M-013
hour
Loader I cum bucket capacity.
hour
6.00 Rate included in piling rig 0.40 806.00
322.40
P&M-017
Tipper 5.5 cum capacity for disposal of muck from pile bore hole Bentonite
hour
0.40
339.00
135.60
P&M-048
kg
350.00
4.10
1435.00
M-071
Mate/Supervisor
day
0.16
151.44
24.23
L-12
Mazdoor
day
4.00
136.69
546.76
L-13
Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) Concrete to be cast with a tremie pipe 200mm dia. b)
c)
Machinery( for boring and construction )
Labour
d)
Overhead charges @ 0.2 on (b+c)
e)
Contractor's profit @ 0.1 on (b+c+d)
7085.30 4251.18
Cost for 10 m = a+b+c+d+d+e
88053.97
Rate per metre (a+b+c+d+e)/10
8805.40 say
12.25
1100 & 1700
8805.00
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1200 mm Unit = meter Taking output = 9 m a)
Materials PCC Grade M35
cum
10.17
5260.00
53494.20 Item 12.11 (C) iv
Hire and running charges of hydraulic piling rig with power unit and complete accessories including shifting from one bore location to another. Hire and running charges of light crane for lowering reinforcement cage Hire and running charges of Bentonite pump
hour
6.00
5464.00
32784.00
P&M-036
hour
0.50
357.00
178.50
P&M-013
hour
Loader I cum bucket capacity.
hour
6.00 Rate included in piling rig 0.50 806.00
403.00
P&M-017
Tipper 5.5 cum capacity for disposal of muck from pile bore hole Bentonite
hour
0.50
339.00
169.50
P&M-048
kg
385.00
4.10
1578.50
M-071
Mate/Supervisor
day
0.18
151.44
27.26
L-12
Mazdoor
day
4.50
136.69
615.11
L-13
Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) Concrete to be cast with a tremie pipe 200mm dia. b)
c)
Machinery( for boring and construction )
Labour
d)
Overhead charges @ 0.2 on (b+c)
e)
Contractor's profit @ 0.1 on (b+c+d)
7151.17 4290.70
Cost for 9 m = a+b+c+d+d+e
100691.94
Rate per metre (a+b+c+d+e)/9
11187.99 say
Page 64 of 264
11188.00
Sr No 12.26
Ref. to MoRTH Spec.
Description
1100 & 1700
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification Pile diameter - 750 mm Unit = Running meter Taking output = 40 metre a)
Materials PCC Grade M35
cum
17.66
5260.00
92891.60 Item 12.11 (C) iv
i) C.I. shoes for the pile
Kg
160.00
59.60
9536.00
M-080
ii) M.S. clamps for shoe @ 35 Kg per pile of 15 m
Kg
70.00
52.15
3650.50
M-124
iii) Steel helmet and cushion block on top of casing head during driving Machinery
Kg
50.00
61.00
3050.00
M-173
hour
6.00
5974.88
35849.25
P&M-085
hour
0.50
825.00
412.50
P&M-070
Mate/Supervisor
day
0.12
151.44
18.17
L-12
Mazdoor
day
3.00
136.69
410.07
L-13
Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) b) Materials Pile shoes
c)
Hire and running charges of piling rig Including double acting pile driving hammer complete with power unit and accessories.. Hiring and running charges for light crane 5 tonnes lifting capacity for lowering reinforcement and handling steel casing. d)
Labour
e)
Overhead charges @ 0.2 on (b+c+d)
f)
Contractor's profit @ 0.1 on (b+c+d+e)
10585.30 6351.18
Cost for 40 m = a+b+c+d+e
162754.57
Rate per metre (a+b+c+d+e)/40
4068.86 say
Note
12.27
1100 & 1700
4069.00
1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 2.In case steel lining is included in the design for driven castin-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete may be provided to cover its usage. Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification Pile diameter - 1000 mm Unit = Running meter Taking output = 30 metre a)
Materials PCC Grade M35
cum
23.55
5260.00
123873.00 Item 12.11 (C) iv
i) C.I. shoes for the pile
Kg
160.00
59.60
9536.00
M-080
ii) M.S. clamps for shoe @ 35 Kg per pile of 15 m
Kg
70.00
52.15
3650.50
M-124
iii) Steel helmet and cushion block on top of casing head during driving Machinery
Kg
50.00
61.00
3050.00
M-173
hour
6.00
5974.88
35849.25
P&M-085
hour
0.50
116.53
58.27
P&M-070
Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) b) Materials Pile shoes
c)
Hire and running charges of piling rig Including double acting pile driving hammer complete with power unit and accessories. Hiring and running charges for light crane 5 tonnes lifting capacity for lowering reinforcement and handling steel casing.
Page 65 of 264
Sr No
Ref. to MoRTH Spec.
Description
d)
Unit
Quantity
Rate Rs
Hire and running charges for light crane for lowering reinforcement cage. Labour
hour
0.50
357.00
Mate/Supervisor
day
0.16
Mazdoor
day
4.00
e)
Overhead charges @ 0.2 on (b+c+d)
f)
Contractor's profit @ 0.1 on (b+c+d+e)
P&M-013
151.44
24.23
L-12
136.69
546.76
L-13
10578.70 6347.22 193692.43
Rate per metre (a+b+c+d+e)/30
6456.41 say
12.28
1100 & 1700
Remarks/ Input ref.
178.50
Cost for 30 m = a+b+c+d+e
Note
Cost Rs
6456.00
1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 2.In case steel lining is included in the design for driven castin-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete may be provided to cover its usage. Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification Pile diameter - 1200 mm Unit = Running meter Taking output = 20 metre a)
Materials PCC Grade M35
cum
22.61
5260.00
118928.60 Item 12.11 (C) iv
i) C.I. shoes for the pile
Kg
160.00
59.60
9536.00
M-080
ii) M.S. clamps for shoe @ 35 Kg per pile of 15 m
Kg
70.00
52.15
3650.50
M-124
iii) Steel helmet on top of casing head during driving
Kg
50.00
61.00
3050.00
M-173
Hire and running charges of piling rig Including double acting pile driving hammer complete with power unit and accessories.
hour
6.00
5974.88
35849.25
P&M-085
Hiring and running charges for light crane 5 tonnes lifting capacity for lowering reinforcement and handling steel casing. Labour
hour
0.50
116.53
58.27
P&M-070
Mate/Supervisor
day
0.18
151.44
27.26
L-12
Mazdoor
day
4.50
136.69
615.11
L-13
Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( C ) (IV) b) Materials Pile shoes
c)
d)
Machinery
e)
Overhead charges @ 0.2 on (b+c+d)
f)
Contractor's profit @ 0.1 on (b+c+d+e)
10557.28 6334.37
Cost for 20 m = a+b+c+d+e
188606.62
Rate per metre (a+b+c+d+e)/20
9430.33 say
Note
12.29
1100 & 1700
1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 2.In case steel lining is included in the design for driven castin-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete may be provided to cover its usage. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Pile Diameter = 500 mm Unit = Running Meter Page 66 of 264
9430.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Taking output = 60 m a)
Materials RCC Grade M35
cum
11.78
5114.00
60242.92 Item 12.11 (F) iv
a) C.I Shoes
Kg
240.00
59.60
14304.00
M-080
b) M.S. shoes
Kg
105.00
37.00
3885.00
M-125
Kg
30.00
61.00
1830.00
M-173
c)
c) Steel helmet and cushion block on top of pile head during driving. Machinery Crane20 t capacity
hour
6.00
466.13
2796.75
P&M-073
hour
6.00
1000.00
6000.00
P&M-092
d)
Vibrating Pile driving hammer complete with power unit and accessories. Labour Mate/Supervisor
day
0.12
151.44
18.17
L-12
Mazdoor
day
3.00
136.69
410.07
L-13
Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F ) (IV) b ) Material Pile shoes
e)
Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation. Overhead charges @ 0.2 on (b+c+d)
f)
Contractor's profit @ 0.1 on (b+c+d+e)
894.87
6027.77 3616.66
Cost for 60 m = a+b+c+d+e+f
100026.22
Rate per metre (a+b+c+d+e+f)/60
1667.10 say
Note
12.30
1100 & 1700
1667.00
The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Pile Diameter = 750 mm Unit = Running Meter Taking output = 50 m a)
Materials RCC Grade M35
cum
22.08
5114.00
112917.12 Item 12.11 (F) iv
a) C.I. shoes
Kg
160.00
59.60
9536.00
M-080
b) M.S. shoes
Kg
70.00
37.00
2590.00
M-125
Kg
40.00
61.00
2440.00
M-173
c)
c) Steel helmet and cushion block on top of pile head during driving. Machinery Crane 40 T capacity
hour
6.00
932.25
5593.50
P&M-074
hour
6.00
1000.00
6000.00
P&M-092
d)
Vibrating Pile driving hammer complete with power unit and accessories. Labour Mate/Supervisor
day
0.16
151.44
24.23
L-12
Mazdoor
day
4.00
136.69
546.76
L-13
Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F ) (IV) b ) Material Pile shoes
Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation.
1396.48
e)
Overhead charges @ 0.2 on (b+c+d)
5625.39
f)
Contractor's profit @ 0.1 on (b+c+d+e)
3375.24
Cost for 50 m = a+b+c+d+e+f
150044.72
Rate per metre (a+b+c+d+e+f)/50
3000.89 say
Page 67 of 264
3001.00
Sr No
Ref. to MoRTH Spec.
Description Note
12.31
1100 & 1700
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Pile Diameter = 1000 mm Unit = Running Meter Taking output = 40 m a)
Materials RCC Grade M35
cum
31.40
5114.00
160579.60 Item 12.11 (F) iv
a) C.I. shoes for the pile
Kg
160.00
59.60
9536.00
M-080
b) M.S. shoes @ 35 Kg per pile of 15 m
Kg
70.00
37.00
2590.00
M-125
Kg
50.00
61.00
3050.00
M-173
c)
c) Steel helmet and cushion block on top of pile head during driving. Machinery Crane 50 t capacity.
hour
6.00
1279.00
7674.00
P&M-011
hour
6.00
1000.00
6000.00
P&M-092
d)
Vibrating Pile driving hammer complete with power unit and accessories. Labour Mate/Supervisor
day
0.20
151.44
30.29
L-12
Mazdoor
day
5.00
136.69
683.45
L-13
Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F ) (IV) b ) Material Pile shoes
e)
Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation. Overhead charges @ 0.2 on (b+c+d)
f)
Contractor's profit @ 0.1 on (b+c+d+e)
1901.43
6293.03 3775.82
Cost for 40 m = a+b+c+d+e+f
202113.63
Rate per metre (a+b+c+d+e+f)/40
5052.84 say
Note
12.32
1100&17 00
5053.00
The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Size of pile - 300 mm x 300 mm Unit = Running Meter Taking output = 60 m a)
Materials
RCC Grade M-35 Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F ) (IV) b ) Material Pile shoes
c)
cum
5.40
5114.00
27615.60 Item 12.11 (F) iv
a) C I shoes
kg
240.00
59.60
14304.00
M-080
b) M. S shoes
kg
105.00
37.00
3885.00
M-125
c) Steel helmet and cushion block on top of pile head during driving. Machinery
Kg
30.00
61.00
1830.00
M-173
hour
6.00
1237.50
7425.00
P&M-071
hour
6.00
1000.00
6000.00
P&M-092
Mate/Supervisor
day
0.12
151.44
18.17
L-12
Mazdoor
day
3.00
136.69
410.07
L-13
Crane 10 tonne capacity Vibrating Pile driving hammer complete with power unit and accessories. d ) Labour
Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation. Page 68 of 264
614.88
Sr No
Ref. to MoRTH Spec.
Description
Unit
e)
Overhead charges @ 0.2 on (b+c+d)
f)
Contractor's profit @ 0.1 on (b+c+d+e)
Quantity
Rate Rs
4138.45 73138.60
Rate per metre (a+b+c+d+e+f)/60
1218.98 say
12.33
1100 &1700
Remarks/ Input ref.
6897.42
Cost for 60 m = a+b+c+d+e+f
Note
Cost Rs
1219.00
The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Size of pile - 500 mm x 500 mm Unit = Running Meter Taking output = 50 m a)
Materials
RCC Grade M-35 Rate for concrete may be adopted same as for bottom plug vide item no. 12.11( F ) (IV) b ) Material Pile shoes
c)
cum
12.50
5114.00
a) C I shoes
kg
160.00
59.60
9536.00
M-080
b) M. S shoes
kg
70.00
37.00
2590.00
M-125
c) Steel helmet and cushion block on top of pile head during driving. Machinery
Kg
30.00
61.00
1830.00
M-173
hour
6.00
466.13
2796.75
P&M-073
hour
6.00
1000.00
6000.00
P&M-092
Mate/Supervisor
day
0.16
151.44
24.23
L-12
Mazdoor
day
4.00
136.69
546.76
L-13
Crane 20 tonne capacity Vibrating Pile driving hammer complete with power unit and accessories. d ) Labour
Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation. e)
Overhead charges @ 0.2 on (b+c+d)
f)
Contractor's profit @ 0.1 on (b+c+d+e)
872.49
4839.25 2903.55
Cost for 50 m = a+b+c+d+e+f
95864.02
Rate per metre (a+b+c+d+e+f)/50
1917.28 say
Note
12.34
1100 &1700
63925.00 Item 12.11 (F) iv
1917.00
The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Size of pile - 750 mm x 750 mm Unit = Running Meter Taking output = 40 m a)
Materials
RCC Grade M-35 Rate for concrete may be adopted same as for bottom plug vide item no. 13.11( F ) (IV) b ) Material
cum
22.50
5114.00
115065.00 Item 12.11 (F) iv
a) C I shoes
kg
160.00
59.60
9536.00
M-080
b) M. S shoes
kg
70.00
37.00
2590.00
M-125
c) Steel helmet and cushion block on top of pile head during driving. Machinery
Kg
30.00
61.00
1830.00
M-173
Crane 20 tonne capacity
hour
6.00
466.13
2796.75
P&M-073
Vibrating Pile driving hammer complete with power unit and accessories.
hour
6.00
1000.00
6000.00
P&M-092
Pile shoes
c)
Page 69 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
d ) Labour Mate/Supervisor
day
0.18
151.44
27.26
L-12
Mazdoor
day
4.50
136.69
615.11
L-13
e)
Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation. Overhead charges @ 0.2 on (b+c+d)
f)
Contractor's profit @ 0.1 on (b+c+d+e)
1384.60
4955.94 2973.57
Cost for 40 m = a+b+c+d+e+f
147774.22
Rate per metre (a+b+c+d+e+f)/40 Note
12.35
1100, 1900
3694.36 say
3694.00
45000.00
271800.00
The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven Vertical Steel Piles complete as per Drawing and & Technical Specification Section of the pile - H Section steel column 400 x 250 mm (ISHB Series) Unit = Running Meter Taking output = 70 m a)
Materials
b)
Structural steel including 5 per cent wastage @ 82.20 kg/m Machinery
c)
tonnes
6.04
Crane 10 T capacity
hour
6.00
233.06
1398.38
P&M-071
Vibrating Pile driving hammer complete with power unit and other accessories. Labour
hour
6.00
1000.00
6000.00
P&M-092
Mate/Supervisor
day
0.12
151.44
18.17
L-12
Mazdoor
day
3.00
136.69
410.07
L-13
Add 0.5 per cent of (a+b+c) for providing steel helmet on top of pile head during driving, stacking of piles at site, providing anti-corrosion treatment and other imponderables during installation. d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
1398.13
56204.95 33722.97
Cost for 70 m = a+b+c+d+e
370952.67
Rate per metre (a+b+c+d+e)/70 12.36
1100 &1900
M-179
5299.32 say
5299.00
45000.00
262350.00
Driven Vertical Steel Piles complete as per Drawing and & Technical Specification Section of the pile - H Section steel column 450 x 250 mm (ISHB Series) Unit = Running Meter Taking output = 60 m a)
Materials
b)
Structural steel including 5 per cent wastage @92.50 kg/m Machinery
c)
tonnes
5.83
Crane 10 T capacity
hour
6.00
233.06
1398.38
P&M-071
Vibrating Pile driving hammer complete with power unit and accessories. Labour
hour
6.00
1000.00
6000.00
P&M-092
Mate/Supervisor
day
0.14
151.44
21.20
L-12
Mazdoor
day
3.50
136.69
478.42
L-13
Add 0.5 per cent of (a+b+c) for providing steel helmet and cushion block on top of pile head during driving, stacking of piles at site, providing anti-corrosive treatment and other imponderables during installation.
1351.24
d)
Overhead charges @ 0.2 on (a+b+c)
54319.85
e)
Contractor's profit @ 0.1 on (a+b+c+d)
32591.91
Page 70 of 264
M-179
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost for 60 m = a+b+c+d+e
5975.18 say
1100
Remarks/ Input ref.
358510.99
Rate per metre (a+b+c+d+e)/60 12.37
Cost Rs
5975.00
Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) Unit = 1 MT Taking output = 1 MT
Note
12.38
1100, 1500 &1700
a) Initial and routine load test
tonne
1.00
300.00
b) Lateral load test
tonne
1.00
5000.00
Cement
tonne
5.12
5000.00
25600.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.90
151.44
136.30
L-12
Mason
day
1.50
230.00
345.00
L-10
Mazdoor for concreting
day
20.00
136.69
2733.80
L-13
Mazdoor for breaking pile head, bending bars, cleaning etc. Machinery
day
1.00
136.69
136.69
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator (capacity 33 KVA)
hour
6.00
406.80
2440.80
P&M-079
Although, this item is incidental to work and is not required to be included in BOQ of contract, the same is required to be added in the estimate to assess cost of work. Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification
A
RCC Grade M20 Unit = cum Taking output = 15 cum
(i)
Using Concrete Mixer a)
b)
c)
Material
Labour
d)
Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
2053.60 10678.72 6407.23
Cost for 15 cum = a+b+c+d+e
70479.54
Rate per metre (a+b+c+d+e)/15 12.38A
(ii)
4698.64 say
4699.00
Using Batching Plant, Transit Mixer and Concrete Pump a)
b)
c)
Material Cement
tonne
5.12
5000.00
25600.00
M-081
Coarse sand
cum
6.75
828.00
5589.00
M-004
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.16
151.44
24.23
L-12
Mason
day
0.38
230.00
87.40
L-10
Mazdoor for concreting
day
2.50
136.69
341.73
L-13
Mazdoor for breaking pile head, bending bars, cleaning etc. Machinery
day
1.00
136.69
136.69
L-13
Batching Plant @ 20 cum/hour
hour
0.75
2232.00
1674.00
P&M-002
Generator 100 KVA
hour
0.75
762.75
572.06
P&M-080
Loader (capacity 1 cum)
hour
0.75
806.00
604.50
P&M-017
hour
2.00
1017.00
2034.00
P&M-049
Labour
Transit Mixer ( capacity 4.0 cu.m ) Lead upto 1 Km Page 71 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Lead beyond 1 Km, L - lead in Kilometer
Concrete Pump
d)
Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
Quantity
Rate Rs
tonne.km
37.5L
2.03
hour
0.75
256.00
B
76.28
Lead =1 km & P&M050
192.00
P&M-007
10542.62 6325.57 69581.31
Rate per metre (a+b+c+d+e)/15
12.38
Remarks/ Input ref.
2027.43
Cost for 15 cum = a+b+c+d+e
Note
Cost Rs
4638.75 say
4639.00
The value of a, b and c may be taken as applicable i.e. either using concrete mixer or batching plant. RCC Grade M25 Unit = cum Taking output = 15 cum
(i)
Using Concrete Mixer a)
b)
c)
Material Cement
tonne
5.99
5000.00
29950.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.90
151.44
136.30
L-12
Mason
day
1.50
230.00
345.00
L-10
Mazdoor for concreting
day
20.00
136.69
2733.80
L-13
Mazdoor for breaking pile head, bending bars, cleaning etc. Machinery
day
1.00
136.69
136.69
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator (capacity 33 KVA)
hour
6.00
406.80
2440.80
P&M-079
Labour
d)
Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
2227.60 11583.52 6950.11
Cost for 15 cum = a+b+c+d+e
76451.22
Rate per metre (a+b+c+d+e)/15 12.38B
(ii)
5096.75 say
5097.00
Using Batching Plant, Transit Mixer and Concrete Pump a)
b)
c)
Material Cement
tonne
5.99
5000.00
29950.00
M-081
Coarse sand
cum
6.75
828.00
5589.00
M-004
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.16
151.44
24.23
L-12
Mason
day
0.38
230.00
87.40
L-10
Mazdoor for concreting
day
2.50
136.69
341.73
L-13
Mazdoor for breaking pile head, bending bars, cleaning etc. Machinery
day
1.00
136.69
136.69
L-13
Batching Plant @ 20 cum/hour
hour
0.75
2232.00
1674.00
P&M-002
Generator 125 KVA
hour
0.75
652.00
489.00
P&M-018
Loader (capacity 1 cum)
hour
0.75
806.00
604.50
P&M-017
hour
2.00
1017.00
2034.00
P&M-049
tonne.km
37.5L
2.03
76.28
Labour
Transit Mixer ( capacity 4.0 cu.m ) Lead upto 1 Km Lead beyond 1 Km, L - lead in Kilometer
Page 72 of 264
Lead =1 km & P&M050
Sr No
Ref. to MoRTH Spec.
Description
Unit
Concrete Pump
hour
d)
Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
Quantity 0.75
Rate Rs 256.00
C
P&M-007
11430.15 6858.09 75438.96
Rate per metre (a+b+c+d+e)/15
12.38
192.00
Remarks/ Input ref.
2198.10
Cost for 15 cum = a+b+c+d+e
Note
Cost Rs
5029.26 say
5029.00
The value of a, b and c may be taken as applicable i.e. either using concrete mixer or batching plant. RCC Grade M30 Unit = cum Taking output = 15 cum
(i)
Using Concrete Mixer a)
b)
c)
Material Cement
tonne
6.10
5000.00
30500.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.90
151.44
136.30
L-12
Mason
day
1.50
230.00
345.00
L-10
Mazdoor for concreting
day
20.00
136.69
2733.80
L-13
Mazdoor for breaking pile head, bending bars, cleaning etc. Machinery
day
1.00
136.69
136.69
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator (capacity 33 KVA)
hour
6.00
406.80
2440.80
P&M-079
Labour
d)
Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
2249.60 11697.92 7018.75
Cost for 15 cum = a+b+c+d+e
77206.26
Rate per metre (a+b+c+d+e)/15 '12.38C
(ii)
5147.08 say
5147.00
Using Batching Plant, Transit Mixer and Concrete Pump a)
b)
c)
Material Cement
tonne
6.10
5000.00
30500.00
M-081
Coarse sand
cum
6.75
828.00
5589.00
M-004
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.16
151.44
24.23
L-12
Mason
day
0.38
230.00
87.40
L-10
Mazdoor for concreting
day
2.50
136.69
341.73
L-13
Mazdoor for breaking pile head, bending bars, cleaning etc. Machinery
day
1.00
136.69
136.69
L-13
Batching Plant @ 20 cum/hour
hour
0.75
2232.00
1674.00
P&M-002
Generator 100 KVA
hour
0.75
762.75
572.06
P&M-080
Loader (capacity 1 cum)
hour
0.75
806.00
604.50
P&M-017 P&M-049
Labour
Transit Mixer ( capacity 4.0 cu.m ) Lead upto 1 Km Lead beyond 1 Km, L - lead in Kilometer
Concrete Pump
Page 73 of 264
hour
2.00
1017.00
2034.00
tonne.km
37.5L
2.03
76.28
Lead =1 km & P&M050
hour
0.75
256.00
192.00
P&M-007
Sr No
Ref. to MoRTH Spec.
Description
Unit
d)
Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
Quantity
Rate Rs
11561.82 6937.09 76308.03
Rate per metre (a+b+c+d+e)/15
12.38
D
Remarks/ Input ref.
2223.43
Cost for 15 cum = a+b+c+d+e
Note
Cost Rs
5087.20 say
5087.00
The value of a, b and c may be taken as applicable i.e. either using concrete mixer or batching plant. RCC Grade M35 Unit = cum Taking output = 15 cum
(i)
Using Concrete Mixer a)
b)
c)
Material Cement
tonne
6.33
5000.00
31650.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.90
151.44
136.30
L-12
Mason
day
1.50
230.00
345.00
L-10
Mazdoor
day
20.00
136.69
2733.80
L-13
Mazdoor for breaking pile head, bending bars, cleaning etc. Machinery
day
1.00
136.69
136.69
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator (capacity 33 KVA)
hour
6.00
406.80
2440.80
P&M-079
Labour
d)
Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
2295.60 11937.12 7162.27
Cost for 15 cum = a+b+c+d+e
78784.98
Rate per metre (a+b+c+d+e)/15 '12.38D
(ii)
5252.33 say
5252.00
Using Batching Plant, Transit Mixer and Concrete Pump a)
b)
c)
Material Cement
tonne
6.33
5000.00
31650.00
M-081
Coarse sand
cum
6.75
828.00
5589.00
M-004
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.16
151.44
24.23
L-12
Mason
day
0.38
230.00
87.40
L-10
Mazdoor for concreting
day
2.50
136.69
341.73
L-13
Mazdoor for breaking pile head, bending bars, cleaning etc. Machinery
day
1.00
136.69
136.69
L-13
Batching Plant @ 20 cum/hour
hour
0.75
2232.00
1674.00
P&M-002
Generator 125 KVA
hour
0.75
652.00
489.00
P&M-018
Loader (capacity 1 cum)
hour
0.75
806.00
604.50
P&M-017 P&M-049
Labour
Transit Mixer ( capacity 4.0 cu.m ) Lead upto 1 Km Lead beyond 1 Km, L - lead in Kilometer
Concrete Pump Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery
Page 74 of 264
hour
2.00
1017.00
2034.00
tonne.km
37.5L
2.03
76.28
Lead =1 km & P&M050
hour
0.75
256.00
192.00
P&M-007
2266.10
Sr No
Ref. to MoRTH Spec.
Description
Unit
d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
Quantity
Rate Rs
7070.25 77772.72
Rate per metre (a+b+c+d+e)/15 1100&17 00
Remarks/ Input ref.
11783.75
Cost for 15 cum = a+b+c+d+e
12.39
Cost Rs
5184.85 say
5185.00
Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 100mm thick below the pile cap. Unit = cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
4.13
5000.00
20650.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
40 mm aggregate
cum
8.10
916.00
7419.60
M-055
20 mm Aggregate
cum
4.05
1028.00
4163.40
M-053
10 mm Aggregate
cum
1.35
1005.00
1356.75
M-051
Mate
day
0.86
151.44
130.24
L-12
Mason
day
1.50
230.00
345.00
L-10
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Labour
Machinery
d)
Overhead charges @ 0.2 on (a+b+c)
9086.64
e)
Contractor's profit @ 0.1 on (a+b+c+d)
5451.98
Cost for 15 cum = a+b+c+d+e
59971.82
Rate per metre (a+b+c+d+e)/15 12.40
1600
3998.12 say
3998.00
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Unit = 1 MT Taking output = 1 MT a)
Material HYSD bars including5 per cent overlaps and wastage Binding wire
b) Labour for cutting, bending, shifting to site, tying and placing in position Mate
tonne
1.05
45000.00
47250.00
M-082
Kg
6.00
100.00
600.00
M-072
day
0.40
151.44
60.58
L-12
Blacksmith
day
2.00
264.50
529.00
L-02
Mazdoor
day
6.00
136.69
820.14
L-13
9851.94 5911.17 65022.83 12.41
1600
say
65023.00
Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification Unit = 1 MT Taking output = 1 MT a)
Material MS bars including 5 per cent overlaps and wastage Binding wire
b) Labour for straightening, cutting, bending, shifting to site, tying and placing in position Mate Blacksmith Page 75 of 264
tonne
1.05
47307.50
49672.88
M-126
Kg
6.00
100.00
600.00
M-072
day
0.43
151.44
65.12
L-12
day
2.25
264.50
595.13
L-02
Sr No
Ref. to MoRTH Spec.
Description
Unit
Mazdoor
day
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
Quantity 6.50
Rate Rs 136.69
Cost Rs 888.49 10364.32 6218.59
Rate for per MT (a+b+c+d)
68404.52 say
Page 76 of 264
68405.00
Remarks/ Input ref. L-13
CHAPTER-13 SUB-STRUCTURE Sr No 13.1
13.2
Ref. to MoRTH Spec.
Description
1300 & 2200
Unit
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications Unit = cum Taking output = 1 cum a) Material Bricks Ist class Cement mortar 1:3 (Rate as in Item 12.6 A subanalysis) b) Labour Mate Mason Mazdoor Add for scaffolding @ 5 per cent of cost of material and labour c) Overhead charges @ 0.2 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Rate per cum (a+b+c+d)
1300 & 2200
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications Unit = 10 sqm Taking output = 10 sqm a) Material Cement mortar 1:3 (Rate as in Item 12.6 ) Labour Mate Mason Mazdoor c) Overhead charges @ 0.2 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Rate per 10 sqm (a+b+c+d)
each cum
day day day
Quantity
Rate Rs
Cost Rs
500.00 0.24
4.42 3425.00
2209.09 822.00
M-079 Item 12.6 (A)
0.06 0.80 0.80
151.44
9.09 0.00 109.35 157.48
L-12 L-11 L-13
136.69
say
661.40 396.84 4365.25 4365.00
cum
0.03
3425.00
102.75
Item 12.6 (A)
day day day
0.04 0.50 0.50
151.44 223.36 136.69
L-12 L-11 L-13
say
6.06 111.68 68.35 57.77 34.66 381.26 381.00
b)
13.3
Note 1300 & 2200
Scaffolding is already included in item 13.1 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications Unit = 10 sqm Taking output = 10 sqm a) Material Cement mortar 1:3 (Rate as in Item 12.6) Labour Mate Mason Mazdoor c) Overhead charges @ 0.2 on (a+b) d) Contractor's profit @ 0.1 on (a+b+c) Rate per 10 sqm (a+b+c+d)
Remarks/ Input ref.
cum
0.144
3425.00
493.20
Item 12.6 (A)
day day day
0.04 0.50 0.50
151.44 223.36 136.69
L-12 L-11 L-13
say
6.06 111.68 68.35 135.86 81.51 896.65 897.00
b)
13.4
Note
1.Scaffolding is already included in item no. 13.1 2.The number of masons and Mazdoors already catered in the cement mortar have been taken into account while providing these categories in brick masonry, pointing and plastering.
1400 & 2200
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications A
Random Rubble Masonry ( coursed/uncoursed ) Unit = cum Taking output = 1 cum a) Material Stone Through and bond stone (7no.x0.24mx0.24mx0.39m = 0.16 cu.m) Cement mortar 1:3 (Rate as in Item 12.6)
Page 1 of 264
cum No
1.00 7.00
2604.51 14.45
2604.51 101.17
M-148 M-182
cum
0.33
3425.00
1130.25
Item 12.6 (A)
Sr No
Ref. to MoRTH Spec.
Description b)
Unit
c)
Labour Mate Mason Mazdoor Add for scaffolding @ 5 per cent of cost of a) Material and b) Labour Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
day day day
Quantity
0.10 1.20 1.20
Rate Rs
Cost Rs
151.44 223.36 136.69
B
L-12 L-11 L-13
899.46 539.68
Rate per cum (a+b+c+d) 13.4
15.14 268.03 164.03 214.16
Remarks/ Input ref.
5936.43 say
5936.00
Coursed rubble masonry (first sort ) Unit = cum Taking output = 1 cum a) Material Stone
cum
1.10
2604.51
2864.96
M-148
Through and bond stone
each
7.00
14.45
101.17
M-182
cum
0.30
3425.00
1027.50
Item 12.6 (A)
Mate
day
0.12
151.44
18.17
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
1.50
136.69
205.04
L-13
(7no.x0.24mx0.24mx0.39m = 0.16 cu.m) Cement mortar 1:3 (Rate as in Item 12.6) b)
Labour
c)
Add for scaffolding @ 5 per cent of cost of material and labour Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
227.59 955.89 573.54
Rate per cum (a+b+c+d) 13.4
C
L-12
6308.91 say
6309.00
Ashlar masonry ( first sort ) Plain ashlar Unit = cum Taking output = 1 cum a) Material Stone
cum
1.11
2705.04
3002.59
M-169
Through and bond stone
each
7.00
14.45
101.17
M-182
cum
0.33
3425.00
1130.25
Item 12.6 (A)
Mate
day
0.20
151.44
30.29
Mason
day
2.50
223.36
558.40
L-11
Mazdoor
day
2.50
136.69
341.73
L-13
(7no.x0.24mx0.24mx0.39m = 0.16 cu.m) Cement mortar 1:3 (Rate as in Item 12.6) b)
Labour for masonry work
c)
Add for scaffolding @ 5 per cent of cost of a) Material and b) Labour Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
258.22 1084.53 650.72
Rate per cum (a+b+c+d)
7157.90 say
Note
13.5
The labour already considered in the cement mortar have been taken into account while providing these categories in the stone masonry works. Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
1500, 1700 & 2200
Unit = cum Taking output = 1 cum A
PCC Grade M15
(p) Height upto 5m
Page 2 of 264
7158.00
L-12
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Same as Item 12.8 (A) upto 5 m height, except for formwork which shall be 10 per cent instead of 4 per cent of cost of material, labour and machinery. Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (A) d) formwork
e)
Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3080.00 Item 12.8 (A)
10.00
308.00 677.60 406.56
Rate perm (a+b+c+d+e+f)
4472.16 say
13.5
B
4472.00
PCC Grade M20
(p) Height upto 5m Same as Item 12.8 (B) upto 5 m height, except for formwork which shall be 10 per cent instead of 4 per cent of cost of material, labour and machinery. Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (B) d) formwork
e)
Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3390.00 Item 12.8 (B) PCC
10.00
339.00 745.80 447.48
Rate perm (a+b+c+d+e+f)
4922.28 say
13.5
C
4922.00
PCC Grade M25
(p) Height upto 5m Same as Item 12.8 (D) upto 5 m height with the only change that the provision of form work shall be 10 per cent instead of 3.75 per cent of cost of material, labour and machinery. Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case I d) formwork
e)
Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3667.00 Item 12.8 (D)
10.00
366.70 806.74 484.04
Rate perm (a+b+c+d+e+f)
5324.48 say
13.5 C (p)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case II d) formwork
e)
Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3614.00 Item 12.8 (D)
10.00
361.40 795.08 477.05
Rate perm (a+b+c+d+e+f)
5247.53 say
13.5 C
5324.00
5248.00
(q) Height 5m to 10m Same as Item 12.8 (D) with the following changes: (i) Add 2 per cent of cost of material, Labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 12 per cent instead of 3.75 per cent of cost of material, labour and machinery Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case I Page 3 of 264
3667.00 Item 12.8 (D)
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
d) formwork
e)
Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
12.00
440.04
2.00
73.34 836.08 501.65
Rate perm (a+b+c+d+e+f)
5518.10 say
13.5 C (q)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case II d) formwork
e)
Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3614.00
12.00
433.68
2.00
72.28 823.99 494.40
Rate perm (a+b+c+d+e+f)
5438.35 say
13.5 C
(r)
5518.00
5438.00
Height above 10m Same as Item 12.8 (D) with the following changes: (i) Add 4 per cent of cost of material, labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 15 per cent instead of 3.75 per cent of cost of material, labour and machinery.
Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case I d) formwork
e)
Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3667.00 Item 12.8 (D)
15.00
550.05
4.00
146.68 872.75 523.65
Rate perm (a+b+c+d+e+f)
5760.12 say
13.5 C (r)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (D) Case II d) formwork
e)
Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3614.00 Item 12.8 (D)
15.00
542.10
4.00
144.56 860.13 516.08
Rate perm (a+b+c+d+e+f)
5676.87 say
13.5
D
5760.00
5677.00
PCC Grade M30
(p) Height upto 5m Same as Item 12.8 (F) upto 5 m height with the only change that the provision of form work shall be 10 per cent instead of 3.50 per cent of cost of material, labour and machinery. Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case I Page 4 of 264
3697.00
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
d) formwork
e)
Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
10.00
369.70 813.34 488.00
Rate perm (a+b+c+d+e+f)
5368.04 say
13.5 D (p)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case II d) formwork
e)
Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3641.00
10.00
364.10 801.02 480.61
Rate perm (a+b+c+d+e+f)
5286.73 say
13.5 D
5368.00
5287.00
(q) Height 5m to 10m Same as Item 12.8 (F) with the following changes: (i) Add 2 per cent of cost of material, Labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 12 per cent instead of 3.50 per cent of cost of material, labour and machinery. Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case I d) formwork
e)
Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3697.00
12.00
443.64
2.00
73.94 842.92 505.75
Rate perm (a+b+c+d+e+f)
5563.25 say
13.5 D (q)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case II d) formwork
e)
Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3641.00
12.00
436.92
2.00
72.82 830.15 498.09
Rate perm (a+b+c+d+e+f)
5478.98 say
13.5 D
(r)
5563.00
5479.00
Height above 10m Same as Item 12.8 (F) with the following changes: (i) Add 4 per cent of cost of material, labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 15 per cent instead of 3.50 per cent of cost of material, labour and machinery
Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case I d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork
Page 5 of 264
3697.00
15.00
554.55
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
Unit
e)
Add 4 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
Quantity
Rate Rs
Cost Rs
4.00
147.88 879.89 527.93
Rate perm (a+b+c+d+e+f)
5807.25 say
13.5 D (r)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (F) Case II d) formwork
e)
Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3641.00
15.00
546.15
4.00
145.64 866.56 519.93
Rate perm (a+b+c+d+e+f)
5719.28 say
13.5
E
5807.00
5719.00
RCC Grade M20
(p) Height upto 5m Same as Item 12.8 (C) upto 5 m height, except for formwork which shall be 10 per cent instead of 4 per cent of cost of material, labour and machinery. Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case I d) formwork
e)
Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3443.00
10.00
344.30 757.46 454.48
Rate perm (a+b+c+d+e+f)
4999.24 say
13.5 E (p)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case II d) formwork
e)
Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3388.00
10.00
338.80 745.36 447.22
Rate perm (a+b+c+d+e+f)
4919.38 say
13.5 E
4999.00
4919.00
(q) Height 5m to 10m For height, upto 10m, add 2 per cent of cost as above excluding formwork. For cost of formwork add 12 per cent of cost of material, labour and machinery instead of 4 per cent . Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case I d) formwork
e)
Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
Rate perm (a+b+c+d+e+f)
3443.00
12.00
413.16
2.00
68.86 785.00 471.00 5181.03
Page 6 of 264
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs say
13.5 E (q)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case II d) formwork
e)
Add 12 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 2 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3388.00
12.00
406.56
2.00
67.76 772.46 463.48
Rate perm (a+b+c+d+e+f)
5098.26 say
13.5 E
(r)
5181.00
5098.00
Height above 10m Same as Item 12.8 (C) with the following changes: (i) Add 4 per cent of cost of material, labour and machinery excluding form work to cater for extra lift. (ii) The provision of form work shall be 15 per cent instead of 4 per cent of cost of material, labour and machinery.
Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case I d) formwork
e)
Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3443.00
15.00
516.45
4.00
137.72 819.43 491.66
Rate perm (a+b+c+d+e+f)
5408.26 say
13.5 E (r)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (C) Case II d) formwork
e)
Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3388.00
15.00
508.20
4.00
135.52 806.34 483.81
Rate perm (a+b+c+d+e+f)
5321.87 say
13.5
F
5408.00
5322.00
RCC Grade M25
(p) Height upto 5m Same as Item 12.8 (E) upto 5m height, excluding formwork. For cost of formwork, add 10 per cent of cost of material, labour and machinery instead of 3.75 per cent . Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case I d) formwork
e)
Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3723.00
10.00
372.30 819.06 491.44
Rate perm (a+b+c+d+e+f)
5405.80 say
13.5 F (p)
Case With Batching Plant, Transit Mixer and Concrete Pump II Page 7 of 264
5406.00
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case II d) formwork
e)
Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3740.00
10.00
374.00 822.80 493.68
Rate perm (a+b+c+d+e+f)
5430.48 say
13.5 F
For height, upto 10m, add 1.8 per cent of cost as above excluding formwork. For cost of formwork add 11.8 per cent of cost of material, labour and machinery Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case I d) formwork
e)
Add 11.8 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 1.8 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3723.00
11.80
439.31
1.80
67.01 845.87 507.52
Rate perm (a+b+c+d+e+f)
5582.71 say
13.5 F (q)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case II d) formwork
e)
Add 11.8 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 1.8 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
11.80
441.32
1.80
67.32 849.73 509.84 5608.20 say
(r)
5583.00
3740.00
Rate perm (a+b+c+d+e+f) 13.5 F
5430.00
(q) Height 5m to 10m
5608.00
Height above 10m For height, above 10m, add 4 per cent of cost as above excluding formwork. For cost of formwork add 15 per cent of cost of material, labour and machinery
Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case I d) formwork
e)
Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 4 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3723.00
15.00
558.45
4.00
148.92 886.07 531.64
Rate perm (a+b+c+d+e+f)
5848.09 say
13.5 F (r)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (E) Case II d) formwork Add 15 per cent of cost of material, labour and machinery (a+b+c) for Formwork
Page 8 of 264
5848.00
3740.00
15.00
561.00
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
Unit
e)
Add 4 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
Quantity
Rate Rs
Cost Rs
4.00
149.60 890.12 534.07
Rate perm (a+b+c+d+e+f)
5874.79 say
13.5
G
5875.00
RCC Grade M30
(p) Height upto 5m Same as Item 12.8 (G) upto 5m height, excluding formwork. For cost of formwork, add 10 per cent of cost of material, labour and machinery instead of 3.5 per cent . Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (G) Case I d) formwork
e)
Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3740.00
10.00
374.00 822.80 493.68
Rate perm (a+b+c+d+e+f)
5430.48 say
13.5 G (p)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (G) Case II d) formwork
e)
Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3686.00
10.00
368.60 810.92 486.55
Rate perm (a+b+c+d+e+f)
5352.07 say
13.5 G
5352.00
(q) Height 5m to 10m For height, upto 10m, add 1.6 per cent of cost as above excluding formwork. For cost of formwork add 11.5 per cent of cost of material, labour and machinery Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (G) Case I d) formwork
e)
Add 11.5 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 1.6 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3740.00
11.50
430.10
1.60
59.84 845.99 507.59
Rate perm (a+b+c+d+e+f)
5583.52 say
13.5 G (q)
5430.00
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (G) Case II d) formwork
e)
Add 11.5 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 1.6 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
5584.00
3686.00
11.50
423.89
1.60
58.98 833.77 500.26
Rate perm (a+b+c+d+e+f)
5502.90 say Page 9 of 264
5503.00
Remarks/ Input ref.
Sr No 13.5 G
Ref. to MoRTH Spec.
Description (r)
Unit
Quantity
Rate Rs
Cost Rs
Height above 10m For height, above 10m, add 3.5 per cent of cost as above excluding formwork. For cost of formwork add 14 per cent of cost of material, labour and machinery
Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (G) Case I d) formwork
e)
Add 14 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 3.5 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3740.00
14.00
523.60
3.50
130.90 878.90 527.34
Rate perm (a+b+c+d+e+f)
5800.74 say
13.5 G (r)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (G) Case II d) formwork
e)
Add 14 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 3.5 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3686.00
14.00
516.04
3.50
129.01 866.21 519.73
Rate perm (a+b+c+d+e+f)
5716.99 say
13.5
H
5801.00
5717.00
RCC Grade M35
(p) Height upto 5m Same as Item 12.8 (H) upto 5m height, excluding formwork. For cost of formwork, add 10 per cent of cost of material, labour and machinery instead of 3 per cent . Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (H) Case I d) formwork
e)
Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3816.00
10.00
381.60 839.52 503.71
Rate perm (a+b+c+d+e+f)
5540.83 say
13.5 H (p)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (H) Case II d) formwork
e)
Add 10 per cent of cost of material, labour and machinery (a+b+c) for Formwork Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3838.00
10.00
383.80 844.36 506.62
Rate perm (a+b+c+d+e+f)
5572.78 say
13.5 H
5541.00
(q) Height 5m to 10m For height, upto 10m, add 1.4 per cent of cost as above excluding formwork. For cost of formwork add 11 per cent of cost of material, labour and machinery . Case Using concrete Mixer I
Page 10 of 264
5573.00
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (H) Case I d) formwork
e)
Add 11 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 1.4 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3816.00
11.00
419.76
1.40
53.42 857.84 514.70
Rate perm (a+b+c+d+e+f)
5661.72 say
13.5 H (q)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (H) Case II d) formwork
e)
Add 11 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 1.4 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3838.00
11.00
422.18
1.40
53.73 862.78 517.67
Rate perm (a+b+c+d+e+f)
5694.36 say
13.5 H
(r)
5662.00
5694.00
Height above 10m For height, above 10m, add 3 per cent of cost as above excluding formwork. For cost of formwork add 13 per cent of cost of material, labour and machinery
Case Using concrete Mixer I Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (H) Case I d) formwork
e)
Add 13 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 3 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3816.00
13.00
496.08
3.00
114.48 885.31 531.19
Rate perm (a+b+c+d+e+f)
5843.06 say
13.5 H (r)
Case With Batching Plant, Transit Mixer and Concrete Pump II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item 12.8 (H) Case II d) formwork
e)
Add 13 per cent of cost of material, labour and machinery (a+b+c) for Formwork Add 3 per cent of cost of material, Labour and machinery excluding formwork to cater for extra lift Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
3838.00
13.00
498.94
3.00
115.14 890.42 534.25
Rate perm (a+b+c+d+e+f)
5876.75 say
Note
5843.00
The basic components of this analysis are the same as those of items 13.8 (A to H). The only changes are as under: a) Ramps/Stairs: Extra expenditure on structures which are more than 5 m high @ 2 per cent of cost for height upto 10 m and 4 per cent for heights above 10 m will be involved for approaching the work spot by providing higher ramp/stair case for use by the working parties.
Page 11 of 264
5877.00
Remarks/ Input ref.
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
b) The above mentioned percentages have been suitably modified for different categories as cost for various categories varies, whereas effort for access for same height will be similar. As the cost of richer concrete is comparatively more, the percentage to be added has been reduced to maintain the same cost for extra efforts. 13.6
Section 1600 & 2200
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications Output: MT Taking output = 1 MT a) Material HYSD bars including 5 per cent overlaps and wastage Binding wire b) Labour for cutting, bending, shifting to site, tying and placing in position Mate
tonne
1.05
45000.00
47250.00
M-082
kg
6.00
100.00
600.00
M-072
day
0.34
151.44
51.49
L-12
Blacksmith
day
2.00
264.50
529.00
L-02
Mazdoor
day
6.50
136.69
888.49
L-13
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
9863.79 5918.28
Rate for per MT (a+b+c+d) 13.7
1600 & 2200
65101.05 say
65101.00
Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification Unit = MT Taking output = 1 MT a) Material MS bars including 5 per cent overlaps and wastage Binding wire b) Labour for straightening, cutting, bending, shifting to site, tying and placing in position Mate
tonne
1.05
47307.50
49672.88
M-126
kg
6.00
100.00
600.00
M-072
day
0.28
151.44
42.40
L-12
Blacksmith
day
1.50
264.50
396.75
L-02
Mazdoor
day
5.50
136.69
751.80
L-13
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
10292.76 6175.66
Rate for per MT (a+b+c+d) 13.8
2706 & 2200
67932.25 say
67932.00
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Unit = Nos. Taking output = 30 Nos. a) Material AC pipe 100 mm dia. (including wastage @ 5 per cent )
metre
31.50
65.00
2047.50
Average length of weep hole is taken as one metre for the purpose of estimating. MS clamp
each.
30.00
13.00
390.00
M-123
each.
10.00
6.50
65.00
M-056/10
cum
0.05
3425.00
171.25
Item 12.6 (A)
Mate
day
0.03
151.44
4.54
L-12
Mason
day
0.50
223.36
111.68
L-11
collar for AC pipe (average) taking 10% of above pipe rate Cement mortar 1:3 (Rate as in Item 12.6) b)
M-056
Labour
Page 12 of 264
Sr No
Ref. to MoRTH Spec.
Description
Unit
Mazdoor
day
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
Quantity 0.25
Rate Rs
Cost Rs
136.69
338.90 3727.87
Rate per m (a+b+c+d)/30
124.26 say
13.9
L-13
564.83
Cost for 30 m = a+b+c+d
Note
34.17
Remarks/ Input ref.
124.00
1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter. 2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately. Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
710.1.4. of IRC:78 & 2200
Unit = cum Taking output = 10 cum A
Granular material a)
b)
Labour Mate
day
0.28
151.44
42.40
L-12
Mazdoor
day
7.00
136.69
956.83
L-13
cum
12.00
727.79
8733.48
M-009
Plate compactor/power rammer
hour
2.50
101.70
254.25
P&M-086
Water Tanker
hour
0.05
200.00
10.00
P&M-060
Material Granular material
c)
Machinery
d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
1999.39 1199.64
Cost for 10 cum of granular backfill = a+b+c+d+e
13195.99
Rate per cum = (a+b+c+d+e)/10
1319.60 say
13.9
B
a)
b)
Labour Mate
day
0.28
151.44
42.40
L-12
Mazdoor for filling, watering, ramming etc.
day
7.00
136.69
956.83
L-13
cum
12.00
476.80
5721.60
M-006
Plate compactor/power rammer
hour
2.50
101.70
254.25
P&M-086
Water Tanker
hour
0.06
200.00
12.00
P&M-060
Material Sand
c)
Machinery
d)
Overhead charges @ 0.2 on (a+b+c)
1397.42
e)
Contractor's profit @ 0.1 on (a+b+c+d)
838.45
Cost for 10 cum of sandy backfill = a+b+c+d+e
9222.95
Rate per cum = (a+b+c+d+e)/10 13.10
710.1.4. of IRC:78 and 2200
1320.00
Sandy material
922.29 say
922.00
151.44
48.46
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Unit = cum Taking output = 10 cum. a) Labour Mate
day Page 13 of 264
0.32
L-12
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Mazdoor for filling, watering, ramming etc.
day
7.00
136.69
956.83
L-13
Mazdoor (Skilled)
day
1.00
164.69
164.69
L-15
10728.00
b)
Material cum
12.00
894.00
c)
Filter media of stone aggregate conforming to clause 2504.2.2. of MoRTH specifications. Machinery Water Tanker of 6 KL capacity
hour
0.06
200.00
d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
P&M-060
1429.20 15721.17
Rate per cum = (a+b+c+d+e)/10
1572.12 say
2000, 1000 & 2200
12.00
M-012
2382.00
cost for 10 cum of Fiter Media = a+b+c+d+e
13.11
Remarks/ Input ref.
1572.00
Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Unit: one tonne capacity Considering a 250 tonne capacity bearing for this analysis a)
b)
Labour Mate
day
0.06
151.44
9.09
L-12
Mazdoor (Skilled)
day
0.50
164.69
82.35
L-15
Mazdoor
day
1.00
136.69
136.69
L-13
each.
1.00
50000.00
50000.00
Material Cast steel rocker bearing assembly of 250 tonne design load capacity duly painted complete with all its components as per drawing and specifications Add 1 per cent of cost of bearing assembly for foundation anchorage bolts, lifting arrangements, grease and other consumables.
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
500.00
10145.62 6087.37
cost for 250 tonnes capacity bearing = a+b+c+d
66961.12
Rate per tonne capacity = (a+b+c+d)/250
267.84 say
13.12
2000 , 1000 & 2200
M-065
268.00
Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Unit: one tonne capacity Considering a 250 tonne capacity bearing for this analysis a)
b)
Labour Mate
day
0.06
151.44
9.09
L-12
Mazdoor
day
1.00
136.69
136.69
L-13
Mazdoor (Skilled)
day
0.50
164.69
82.35
L-15
each.
1.00
41309.00
41309.00
Material Forged steel roller bearing of 250 tonne design load capacity duly painted complete with all its components as per drawing and specifications Add 1 per cent of cost of bearing assembly for foundation anchorage bolts, lifting arrangements, grease and other consumables.
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
413.09
8390.04 5034.03
cost for 250 tonnes capacity bearing = a+b+c+d
55374.28
Rate per tonne capacity = (a+b+c+d)/250
221.50 say
Page 14 of 264
221.00
M-067
Sr No 13.13
Ref. to MoRTH Spec. 2000 & 2200
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications. Unit: one tonne capacity Considering a 80 tonne capacity bearing for this analysis a)
b)
Labour Mate
day
0.06
151.44
9.09
L-12
Mazdoor
day
1.00
136.69
136.69
L-13
Mazdoor (Skilled)
day
0.50
164.69
82.35
L-15
each.
1.00
16378.00
16378.00
Material PTFE sliding plate bearing assembly of 80 tonnes design load capacity duly painted complete with all its components as per drawing and Technical Specifications
c)
Add 1 per cent for foundation anchorage bolts and consumables. Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
163.78 3353.98 2012.39
cost for 80 tonnes capacity bearing = a+b+c+d
22136.27
Rate per tonne capacity = (a+b+c+d)/80
276.70 say
13.14
2000 & 2200
M-069
277.00
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Unit: one cubic centimetre Considering an elastomeric bearing of size 500 x 400 x 96 mm for this analysis. Overall volume - 19200 cu.cm Volume of 6 nos. 488 x 388 x 4 mm size reinforcing steel plates = 4545 cu.cm. Hence volume of elastometer = 14655 cu.cm. a)
b)
Labour Mate
day
0.06
151.44
9.09
L-12
Mazdoor
day
1.00
136.69
136.69
L-13
Mazdoor (Skilled)
day
0.50
164.69
82.35
L-15
each.
1.00
15000.00
15000.00
Material Elastomeric bearing assembly consisting of 7 layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, complete with all components as per drawing and Technical Specifications.
c)
Add 1 per cent of cost of bearing assembly for foundation anchorage bolts and consumables. Overhead charges @ 0.2 on (a+b)
150.00
d)
Contractor's profit @ 0.1 on (a+b+c)
1845.37
cost for 19200cc of elastomeric bearing = a+b+c+d
20299.12
3075.62
Rate per cc of elastomeric bearing = (a+b+c+d)/19200
1.06 say
13.15
2000 & 2200
Supplying, fitting and fixing in position true to line and level sliding plate bearing with stainless steel plate sliding on stainless steel plate with mild steel matrix complete including all accessories as per drawing and Technical Specifications. Unit: one tonne capacity Considering the sliding bearing of 80 tonnes design capacity for this analysis. a) Labour Page 15 of 264
1.00
M-066
Sr No
Ref. to MoRTH Spec.
Description
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Mate
day
0.04
151.44
6.06
L-12
Mazdoor
day
0.75
136.69
102.52
L-13
Mazdoor (Skilled)
day
0.35
164.69
57.64
L-15
each.
1.00
16378.00
16378.00
b)
Material
c)
Supply of sliding plate bearing of 80 tonne design capacity complete as per drawings and Technical Specifications. Add 1 per cent of cost of bearing assembly for foundation anchorage bolts and consumables. Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
2004.96
cost for 80 tonnes of capacity bearing = a+b+c+d
22054.56
M-070
163.78 3341.60
275.68 say 13.16
2000 & 2200
276.00
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.
Unit: one tonne capacity
387.20
Considering a Pot bearing assembly of 250 tonne capacity for this analysis. a) Labour
b)
Mate
day
0.08
151.44
12.12
L-12
Mazdoor
day
1.50
136.69
205.04
L-13
Mazdoor (Skilled)
day
0.50
164.69
82.35
L-15
each.
1.00
41309.00
41309.00
Material Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all components as per clause 2006 and complete as per drawings and Technical Specifications.
c)
Add 1 per cent of cost of bearing assembly for foundation anchorage bolts and consumables. Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
413.09 8404.32 5042.59
cost for 250 tonnes capacity bearing = a+b+c+d
55468.49
Rate per tonne capacity = (a+b+c+d)/250
221.87 say
Page 16 of 264
222.00
M-068
CHAPTER-14 SUPER-STRUCTURE Sr No 14.1
Ref. to MoRTH Spec.
Description
1500 &1600 1700
Unit
Quantity
Rate Rs
Cost Rs
Remarks/ Input ref.
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20
A
Case I Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a)
b)
c)
Material Cement
tonne
5.12
5000.00
25600.00
M-081
Coarse sand
cum
6.75
710.46
4795.61
M-005
20 mm Aggregate
cum
8.10
1028.00
8326.80
M-053
10 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
Mate
day
0.86
151.44
130.24
L-12
Mason
day
1.50
223.36
335.04
L-11
Mazdoor
day
20.00
136.69
2733.80
L-13
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
233.00
1398.00
P&M-009
Generator 33 KVA
hour
6.00
406.80
2440.80
P&M-079
Labour
Machinery
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum For formwork and staging add the following: 14.1A Case I
(i)
For solid slab super-structure, 20-30 per cent of (a+b+c)
(p)
Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 20 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
51188.00
51188.00 20.00
10237.60 12285.12 7371.07
Cost for 15 cum = a+b+c+d+e+f
81081.79
Rate per cum = (a+b+c+d+e+f)/15
5405.45 say
14.1A Case I (i)
(q)
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 25 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
51188.00 25.00
12797.00 12797.00 7678.20
Cost for 15 cum = a+b+c+d+e+f
84460.20
Rate per cum = (a+b+c+d+e+f)/15
5630.68 say
14.1A Case I (i)
(r)
5631.00
Height above 10m
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 30 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
51188.00 30.00
15356.40 13308.88 7985.33
Cost for 15 cum = a+b+c+d+e+f
87838.61
Rate per cum = (a+b+c+d+e+f)/15
5855.91 say
14.1A Case I
5405.00
Height 5m to 10m
(ii) For T-beam & slab, 25-35 per cent of (a+b+c) (p)
Height upto 5m Page 1 of 264
5856.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 25 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
51188.00 25.00
12797.00 12797.00 7678.20
Cost for 15 cum = a+b+c+d+e+f
84460.20
Rate per cum = (a+b+c+d+e+f)/15
5630.68 say
14.1A Case I (ii)
(q)
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 30 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
51188.00 30.00
15356.40 13308.88 7985.33
Cost for 15 cum = a+b+c+d+e+f
87838.61
Rate per cum = (a+b+c+d+e+f)/15
5855.91 say
14.1A Case I (ii)
(r)
5856.00
Height above 10m
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 35 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
51188.00 35.00
17915.80 13820.76 8292.46
Cost for 15 cum = a+b+c+d+e+f
91217.02
Rate per cum = (a+b+c+d+e+f)/15 14.1A
5631.00
Height 5m to 10m
6081.13 say
6081.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)
b)
c)
Material Cement
tonne
40.92
5000.00
204600.00
M-081
Coarse sand
cum
54.00
828.00
44712.00
M-004
20 mm Aggregate
cum
64.80
1028.00
66614.40
M-053
10 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
Mate
day
0.84
151.44
127.21
Mason
day
3.00
223.36
670.08
L-11
Mazdoor
day
18.00
136.69
2460.42
L-13
Batching Plant @ 20 cum/hour
hour
6.00
2232.00
13392.00
P&M-002
Generator 100 KVA
hour
6.00
762.75
4576.50
P&M-080
Loader
hour
6.00
806.00
4836.00
P&M-017
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
Lead =1 km & P&M050
6.00
256.00
1536.00
P&M-007
Labour L-12
Machinery
Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto1 Km Lead beyond 1 Km, L - lead in Kilometer
Concrete Pump
hour
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum For formwork and staging add the following: 14.1A Case II
(i)
For solid slab super-structure, 20-30 per cent of (a+b+c)
(p)
Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 20 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d) Page 2 of 264
402806.00
402806.00 20.00
80561.20 96673.44
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
58004.06
Cost for 120 cum = a+b+c+d+e+f
638044.70
Rate per cum = (a+b+c+d+e+f)/120
5317.04 say
14.1A Case II (i)
(q)
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 25 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
402806.00 25.00
100701.50 100701.50 60420.90
Cost for 120 cum = a+b+c+d+e+f
664629.90
Rate per cum = (a+b+c+d+e+f)/120
5538.58 say
14.1A Case II (i)
(r)
e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
402806.00 30.00
120841.80 104729.56 62837.74
Cost for 120 cum = a+b+c+d+e+f
691215.10
Rate per cum = (a+b+c+d+e+f)/120
5760.13 say
Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 25 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
402806.00 25.00
100701.50 100701.50 60420.90
Cost for 120 cum = a+b+c+d+e+f
664629.90
Rate per cum = (a+b+c+d+e+f)/120
5538.58 say
(q)
e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
402806.00 30.00
120841.80 104729.56 62837.74
Cost for 120 cum = a+b+c+d+e+f
691215.10
Rate per cum = (a+b+c+d+e+f)/120
5760.13 say
5760.00
(r)
Height above 10m
402806.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 35 per cent of (a+b+c)
35.00
140982.10 108757.62
e)
Overhead charges @ 0.2 on (a+b+c+d)
65254.57
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
717800.29
Cost for 120 cum = a+b+c+d+e+f
5981.67
Rate per cum = (a+b+c+d+e+f)/120 14.1
5539.00
Height 5m to 10m
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 30 per cent of (a+b+c)
14.1A Case II (ii)
5760.00
(ii) For T-beam & slab, 25-35 per cent of (a+b+c) (p)
14.1A Case II (ii)
5539.00
Height above 10m
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 30 per cent of (a+b+c)
14.1A Case II
5317.00
Height 5m to 10m
say
B Case I RCC Grade M25 Using Concrete Mixer Unit = 1 cum Page 3 of 264
5982.00
Taking output = 15 cum a)
Material
tonne
5.99
5000.00
29950.00
M-081
Cement
cum
6.75
710.46
4795.61
M-005
Coarse sand
cum
8.10
1028.00
8326.80
M-053
20 mm Aggregate
cum
5.40
1005.00
5427.00
M-051 L-12
10 mm Aggregate b)
Labour
day
0.86
151.44
130.24
Mate
day
1.50
223.36
335.04
L-11
Mason
day
20.00
136.69
2733.80
L-13
Machinery
hour
6.00
233.00
1398.00
P&M-009
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
406.80
2440.80
P&M-079
Mazdoor c)
Generator 33 KVA
14.1B Case I
55538.00
(i)
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum For formwork and staging add the following:
(p)
For solid slab super-structure, 20-30 per cent of (a+b+c) Height upto 5m
55538.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 20 per cent of (a+b+c)
20.00
11107.60 13329.12
e)
Overhead charges @ 0.2 on (a+b+c+d)
7997.47
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
87972.19
Cost for 15 cum = a+b+c+d+e+f
5864.81
Rate per cum = (a+b+c+d+e+f)/15 14.1B Case I (i)
say
Height 5m to 10m
55538.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 25 per cent of (a+b+c)
25.00
13884.50 13884.50
e)
Overhead charges @ 0.2 on (a+b+c+d)
8330.70
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
91637.70
Cost for 15 cum = a+b+c+d+e+f
6109.18
Rate per cum = (a+b+c+d+e+f)/15 14.1B Case I (i)
say
55538.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 30 per cent of (a+b+c)
30.00
16661.40 14439.88
e)
Overhead charges @ 0.2 on (a+b+c+d)
8663.93
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
95303.21
Cost for 15 cum = a+b+c+d+e+f
6353.55
Rate per cum = (a+b+c+d+e+f)/15
say
6354.00
(ii) (p)
For T-beam & slab, 25-35 per cent of (a+b+c) Height upto 5m
55538.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 25 per cent of (a+b+c)
25.00
13884.50 13884.50
e)
Overhead charges @ 0.2 on (a+b+c+d)
8330.70
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
91637.70
Cost for 15 cum = a+b+c+d+e+f
6109.18
Rate per cum = (a+b+c+d+e+f)/15 14.1B Case I (ii)
6109.00
(r)
Height above 10m
14.1B Case I
5865.00
(q)
say
(q)
Page 4 of 264
6109.00
Height 5m to 10m
55538.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 30 per cent of (a+b+c)
30.00
16661.40 14439.88
e)
Overhead charges @ 0.2 on (a+b+c+d)
8663.93
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
95303.21
Cost for 15 cum = a+b+c+d+e+f
6353.55
Rate per cum = (a+b+c+d+e+f)/15 14.1B Case I (ii)
say
Height above 10m
55538.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 35 per cent of (a+b+c)
35.00
19438.30 14995.26
e)
Overhead charges @ 0.2 on (a+b+c+d)
8997.16
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
98968.72
Cost for 15 cum = a+b+c+d+e+f
6597.91
Rate per cum = (a+b+c+d+e+f)/15 14.1B
6354.00
(r)
say
6598.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)
Material
tonne
47.95
5000.00
239750.00
M-081
Cement
cum
54.20
828.00
44877.60
M-004
Coarse sand
cum
64.80
1028.00
66614.40
M-053
20 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
10 mm Aggregate b)
Labour
day
0.84
151.44
127.21
Mate
day
3.00
223.36
670.08
L-12 L-11
Mason
day
18.00
136.69
2460.42
L-13
Machinery
hour
6.00
2232.00
13392.00
P&M-002
Batching Plant @ 20 cum/hour
hour
6.00
762.75
4576.50
P&M-080
Generator 100 KVA
hour
6.00
806.00
4836.00
P&M-017
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
Lead =1 km & P&M050
6.00
256.00
1536.00
P&M-007
Mazdoor c)
Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto1 Km
Lead beyond 1 Km, L - lead in Kilometer
hour
Concrete Pump
14.1B Case II
438122.00
(i)
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum For formwork and staging add the following:
(p)
For solid slab super-structure, 20-30 per cent of (a+b+c) Height upto 5m
438122.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 20 per cent of (a+b+c)
20.00
87624.40 105149.28
e)
Overhead charges @ 0.2 on (a+b+c+d)
63089.57
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
693985.25
Cost for 120 cum = a+b+c+d+e+f
5783.21
Rate per cum = (a+b+c+d+e+f)/120 14.1B Case II (i)
say
5783.00
(q)
Height 5m to 10m
438122.00
Basic Cost of Labour, Material & Machinery (a+b+c) 120 cum Page 5 of 264
for
25.00
109530.50
d)
Formwork and staging 25 per cent of (a+b+c)
e)
Overhead charges @ 0.2 on (a+b+c+d)
109530.50 65718.30
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
722901.30
Cost for 120 cum = a+b+c+d+e+f
6024.18
Rate per cum = (a+b+c+d+e+f)/120 14.1B Case II (i)
say
Height above 10m
438122.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 30 per cent of (a+b+c)
30.00
131436.60 113911.72
e)
Overhead charges @ 0.2 on (a+b+c+d)
68347.03
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
751817.35
Cost for 120 cum = a+b+c+d+e+f
6265.14
Rate per cum = (a+b+c+d+e+f)/120 14.1B Case II
say
For T-beam & slab, 25-35 per cent of (a+b+c) Height upto 5m
438122.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 25 per cent of (a+b+c)
25.00
109530.50 109530.50
e)
Overhead charges @ 0.2 on (a+b+c+d)
65718.30
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
722901.30
Cost for 120 cum = a+b+c+d+e+f
6024.18
Rate per cum = (a+b+c+d+e+f)/120
say
438122.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 30 per cent of (a+b+c)
30.00
131436.60 113911.72
e)
Overhead charges @ 0.2 on (a+b+c+d)
68347.03
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
751817.35
Cost for 120 cum = a+b+c+d+e+f
6265.14
Rate per cum = (a+b+c+d+e+f)/120
say
6265.00
(r)
Height above 10m
438122.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 35 per cent of (a+b+c)
35.00
153342.70 118292.94
e)
Overhead charges @ 0.2 on (a+b+c+d)
70975.76
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
780733.40
Cost for 120 cum = a+b+c+d+e+f
6506.11
Rate per cum = (a+b+c+d+e+f)/120 14.1
6024.00
(q)
Height 5m to 10m
14.1B Case II (ii)
6265.00
(ii) (p)
14.1B Case II (ii)
6024.00
(r)
say
6506.00
C Case I RCC Grade M 30 Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a)
Material
tonne
6.10
5000.00
30500.00
M-081
Cement
cum
6.75
710.46
4795.61
M-005
Coarse sand
cum
8.10
1028.00
8326.80
M-053
20 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
10 mm Aggregate b)
Labour
day
0.90
151.44
136.30
L-12
Mate
day
1.50
223.36
335.04
L-11
Mason
day
21.00
136.69
2870.49
L-13
Page 6 of 264
Mazdoor c)
Machinery
hour
6.00
233.00
1398.00
P&M-009
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
406.80
2440.80
P&M-079
Generator 33 KVA
14.1C Case I
56231.00
(i)
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum For formwork and staging add the following:
(p)
For solid slab super-structure, 20-30 per cent of (a+b+c) Height upto 5m
56231.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 20 per cent of (a+b+c)
20.00
11246.20 13495.44
e)
Overhead charges @ 0.2 on (a+b+c+d)
8097.26
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
89069.90
Cost for 15 cum = a+b+c+d+e+f
5937.99
Rate per cum = (a+b+c+d+e+f)/15 14.1C Case I (i)
say
Height 5m to 10m
56231.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 25 per cent of (a+b+c)
25.00
14057.75 14057.75
e)
Overhead charges @ 0.2 on (a+b+c+d)
8434.65
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
92781.15
Cost for 15 cum = a+b+c+d+e+f
6185.41
Rate per cum = (a+b+c+d+e+f)/15 14.1C Case I (i)
say
56231.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 30 per cent of (a+b+c)
30.00
16869.30 14620.06
e)
Overhead charges @ 0.2 on (a+b+c+d)
8772.04
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
96492.40
Cost for 15 cum = a+b+c+d+e+f
6432.83
Rate per cum = (a+b+c+d+e+f)/15
say
6433.00
(ii) (p)
For T-beam & slab, 25-35 per cent of (a+b+c) Height upto 5m
56231.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 25 per cent of (a+b+c)
25.00
14057.75 14057.75
e)
Overhead charges @ 0.2 on (a+b+c+d)
8434.65
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
92781.15
Cost for 15 cum = a+b+c+d+e+f
6185.41
Rate per cum = (a+b+c+d+e+f)/15 14.1C Case I (ii)
6185.00
(r)
Height above 10m
14.1C Case I
5938.00
(q)
say
6185.00
(q)
Height 5m to 10m
56231.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 30 per cent of (a+b+c)
30.00
16869.30 14620.06
e)
Overhead charges @ 0.2 on (a+b+c+d)
8772.04
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
96492.40
Cost for 15 cum = a+b+c+d+e+f
6432.83
Rate per cum = (a+b+c+d+e+f)/15
say
Page 7 of 264
6433.00
14.1C Case I (ii)
(r)
Height above 10m
56231.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 35 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
35.00
19680.85 15182.37 9109.42 100203.64
Cost for 15 cum = a+b+c+d+e+f
6680.24
Rate per cum = (a+b+c+d+e+f)/15 14.1C
say
6680.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump. Unit = cum Taking output = 120 cum a)
Material
tonne
48.79
5000.00
243950.00
M-081
Cement
cum
54.60
828.00
45208.80
M-004
Coarse sand
cum
64.80
1028.00
66614.40
M-053
20 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
10 mm Aggregate b)
Labour
day
0.88
151.44
133.27
Mate
day
3.00
223.36
670.08
L-12 L-11
Mason
day
19.00
136.69
2597.11
L-13
Mazdoor c)
Machinery
hour
6.00
2232.00
13392.00
P&M-002
Batching Plant @ 20 cum/hour
hour
6.00
762.75
4576.50
P&M-080
Generator 100 KVA
hour
6.00
806.00
4836.00
P&M-017
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
Lead =1 km & P&M050
6.00
256.00
1536.00
P&M-007
Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto1 Km
Lead beyond 1 Km, L - lead in Kilometer Concrete Pump
14.1C Case II
hour
442796.00
(i)
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum For formwork and staging add the following:
(p)
For solid slab super-structure, 20-30 per cent of (a+b+c) Height upto 5m
442796.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 20 per cent of (a+b+c)
20.00
88559.20 106271.04
e)
Overhead charges @ 0.2 on (a+b+c+d)
63762.62
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
701388.86
Cost for 120 cum = a+b+c+d+e+f
5844.91
Rate per cum = (a+b+c+d+e+f)/120 14.1C Case II (i)
say
Height 5m to 10m
442796.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 25 per cent of (a+b+c)
25.00
110699.00 110699.00
e)
Overhead charges @ 0.2 on (a+b+c+d)
66419.40
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
730613.40
Cost for 120 cum = a+b+c+d+e+f
6088.45
Rate per cum = (a+b+c+d+e+f)/120 14.1C Case II (i)
5845.00
(q)
say
6088.00
(r)
Height above 10m
442796.00 Page 8 of 264
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 30 per cent of (a+b+c)
30.00
132838.80 115126.96
e)
Overhead charges @ 0.2 on (a+b+c+d)
69076.18
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
759837.94
Cost for 120 cum = a+b+c+d+e+f
6331.98
Rate per cum = (a+b+c+d+e+f)/120 14.1C Case II
say
(p)
For T-beam & slab, 25-35 per cent of (a+b+c) Height upto 5m
442796.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 25 per cent of (a+b+c)
25.00
110699.00 110699.00
e)
Overhead charges @ 0.2 on (a+b+c+d)
66419.40
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
730613.40
Cost for 120 cum = a+b+c+d+e+f
6088.45
Rate per cum = (a+b+c+d+e+f)/120 14.1C Case II (ii)
say
442796.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 30 per cent of (a+b+c)
30.00
132838.80 115126.96
e)
Overhead charges @ 0.2 on (a+b+c+d)
69076.18
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
759837.94
Cost for 120 cum = a+b+c+d+e+f
6331.98
Rate per cum = (a+b+c+d+e+f)/120
say
6332.00
(r)
Height above 10m
442796.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 35 per cent of (a+b+c)
35.00
154978.60 119554.92
e)
Overhead charges @ 0.2 on (a+b+c+d)
71732.95
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
789062.47
Cost for 120 cum = a+b+c+d+e+f
6575.52
Rate per cum = (a+b+c+d+e+f)/120 14.1
6088.00
(q)
Height 5m to 10m
14.1C Case II (ii)
6332.00
(ii)
say
6576.00
D Case I
RCC/PSC Grade M35 Using Concrete Mixer. Unit = 1 cum Taking output = 15 cum a)
Material
tonne
6.33
5000.00
31650.00
M-081
Cement
cum
6.75
710.46
4795.61
M-005
Coarse sand
cum
8.10
1028.00
8326.80
M-053
20 mm Aggregate
cum
5.40
1005.00
5427.00
M-051 L-12
10 mm Aggregate b)
Labour
day
0.90
151.44
136.30
Mate
day
1.50
223.36
335.04
L-11
Mason
day
21.00
136.69
2870.49
L-13
Machinery
hour
6.00
233.00
1398.00
P&M-009
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
406.80
2440.80
P&M-079
Mazdoor c)
Generator 33 KVA
14.1D Case I
57381.00
(i)
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum For formwork and staging add the following:
(p)
For solid slab super-structure, 18-28 per cent of (a+b+c)
Page 9 of 264
Height upto 5m
57381.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 18 per cent of (a+b+c)
18.00
10328.58 13541.92
e)
Overhead charges @ 0.2 on (a+b+c+d)
8125.15
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
89376.65
Cost for 15 cum = a+b+c+d+e+f
5958.44
Rate per cum = (a+b+c+d+e+f)/15 14.1D Case I (i)
say
Height 5m to 10m
57381.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 23 per cent of (a+b+c)
23.00
13197.63 14115.73
e)
Overhead charges @ 0.2 on (a+b+c+d)
8469.44
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
93163.79
Cost for 15 cum = a+b+c+d+e+f
6210.92
Rate per cum = (a+b+c+d+e+f)/15 14.1D Case I (i)
say
57381.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 28 per cent of (a+b+c)
28.00
16066.68 14689.54
e)
Overhead charges @ 0.2 on (a+b+c+d)
8813.72
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
96950.94
Cost for 15 cum = a+b+c+d+e+f
6463.40
Rate per cum = (a+b+c+d+e+f)/15
say
For T-beam & slab, 23-33 per cent of (a+b+c) Height upto 5m
57381.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 23 per cent of (a+b+c)
23.00
13197.63 14115.73
e)
Overhead charges @ 0.2 on (a+b+c+d)
8469.44
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
93163.79
Cost for 15 cum = a+b+c+d+e+f
6210.92
Rate per cum = (a+b+c+d+e+f)/15
say
6211.00
(q)
Height 5m to 10m
57381.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 28 per cent of (a+b+c)
28.00
16066.68 14689.54
e)
Overhead charges @ 0.2 on (a+b+c+d)
8813.72
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
96950.94
Cost for 15 cum = a+b+c+d+e+f
6463.40
Rate per cum = (a+b+c+d+e+f)/15 14.1D Case I (ii)
6463.00
(ii) (p)
14.1D Case I (ii)
6211.00
(r)
Height above 10m
14.1D Case I
5958.00
(q)
say
6463.00
(r)
Height above 10m
57381.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 33 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
33.00
18935.73 15263.35 9158.01 100738.08
Cost for 15 cum = a+b+c+d+e+f
6715.87
Rate per cum = (a+b+c+d+e+f)/15
say
Page 10 of 264
6716.00
14.1D Case I
(iii) (p)
For box girder and balanced cantilever, 38-58 per cent of cost of concrete. Height upto 5m
57381.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 38 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
38.00
21804.78 15837.16 9502.29 104525.23
Cost for 15 cum = a+b+c+d+e+f
6968.35
Rate per cum = (a+b+c+d+e+f)/15 14.1D Case I (iii)
say
Height 5m to 10m
57381.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 48 per cent of (a+b+c)
48.00
27542.88 16984.78
e)
Overhead charges @ 0.2 on (a+b+c+d)
10190.87
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
112099.52
Cost for 15 cum = a+b+c+d+e+f
7473.30
Rate per cum = (a+b+c+d+e+f)/15 14.1D Case I (iii)
6968.00
(q)
say
7473.00
(r)
Height above 10m
57381.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 58 per cent of (a+b+c)
58.00
33280.98 18132.40
e)
Overhead charges @ 0.2 on (a+b+c+d)
10879.44
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
119673.81
Cost for 15 cum = a+b+c+d+e+f
7978.25
Rate per cum = (a+b+c+d+e+f)/15
say
7978.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)
Material
tonne
50.64
5000.00
253200.00
M-081
Cement
cum
54.00
828.00
44712.00
M-004
Coarse sand
cum
64.80
1028.00
66614.40
M-053
20 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
10 mm Aggregate b)
Labour
day
0.88
151.44
133.27
Mate
day
3.00
223.36
670.08
L-12 L-11
Mason
day
19.00
136.69
2597.11
L-13
Mazdoor c)
Machinery
hour
6.00
2232.00
13392.00
P&M-002
Batching Plant @ 20 cum/hour
hour
6.00
762.75
4576.50
P&M-080
Generator 100 KVA
hour
6.00
806.00
4836.00
P&M-017
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
Lead =1 km & P&M050
6.00
256.00
1536.00
P&M-007
Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto1 Km
Lead beyond 1 Km, L - lead in Kilometer Concrete Pump
14.1D Case II
hour
451549.00
(i)
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum For formwork and staging add the following:
(p)
For solid slab super-structure, 18-28 per cent of (a+b+c)
Page 11 of 264
Height upto 5m
451549.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 18 per cent of (a+b+c)
18.00
81278.82 106565.56
e)
Overhead charges @ 0.2 on (a+b+c+d)
63939.34
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
703332.72
Cost for 120 cum = a+b+c+d+e+f
5861.11
Rate per cum = (a+b+c+d+e+f)/120 14.1D Case II (i)
say
(q)
Height 5m to 10m
451549.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 23 per cent of (a+b+c)
23.00
103856.27 111081.05
e)
Overhead charges @ 0.2 on (a+b+c+d)
66648.63
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
733134.96
Cost for 120 cum = a+b+c+d+e+f
6109.46
Rate per cum = (a+b+c+d+e+f)/120 14.1D Case II (i)
say
451549.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 28 per cent of (a+b+c)
28.00
126433.72 115596.54
e)
Overhead charges @ 0.2 on (a+b+c+d)
69357.93
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
762937.19
Cost for 120 cum = a+b+c+d+e+f
6357.81
Rate per cum = (a+b+c+d+e+f)/120
say
For T-beam & slab, 23-33 per cent of (a+b+c) Height upto 5m
451549.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 23 per cent of (a+b+c)
23.00
103856.27 111081.05
e)
Overhead charges @ 0.2 on (a+b+c+d)
66648.63
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
733134.96
Cost for 120 cum = a+b+c+d+e+f
6109.46
Rate per cum = (a+b+c+d+e+f)/120
say
6109.00
(q)
Height 5m to 10m
451549.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 28 per cent of (a+b+c)
28.00
126433.72 115596.54
e)
Overhead charges @ 0.2 on (a+b+c+d)
69357.93
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
762937.19
Cost for 120 cum = a+b+c+d+e+f
6357.81
Rate per cum = (a+b+c+d+e+f)/120 14.1D Case II (ii)
6358.00
(ii) (p)
14.1D Case II (ii)
6109.00
(r)
Height above 10m
14.1D Case II
5861.00
say
6358.00
(r)
Height above 10m
451549.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 33 per cent of (a+b+c)
33.00
149011.17 120112.03
e)
Overhead charges @ 0.2 on (a+b+c+d)
72067.22
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
792739.42
Cost for 120 cum = a+b+c+d+e+f
6606.16
Rate per cum = (a+b+c+d+e+f)/120
say
Page 12 of 264
6606.00
14.1D Case II
(iii) (p)
For box girder and balanced cantilever, 38-58 per cent of cost of concrete. Height upto 5m
451549.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 38 per cent of (a+b+c)
38.00
171588.62 124627.52
e)
Overhead charges @ 0.2 on (a+b+c+d)
74776.51
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
822541.66
Cost for 120 cum = a+b+c+d+e+f
6854.51
Rate per cum = (a+b+c+d+e+f)/120 14.1D Case II (iii)
say
Height 5m to 10m
451549.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 48 per cent of (a+b+c)
48.00
216743.52 133658.50
e)
Overhead charges @ 0.2 on (a+b+c+d)
80195.10
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
882146.13
Cost for 120 cum = a+b+c+d+e+f
7351.22
Rate per cum = (a+b+c+d+e+f)/120 14.1D Case II (iii)
say
7351.00
(r)
Height above 10m
451549.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 58 per cent of (a+b+c)
58.00
261898.42 142689.48
e)
Overhead charges @ 0.2 on (a+b+c+d)
85613.69
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
941750.59
Cost for 120 cum = a+b+c+d+e+f
7847.92
Rate per cum = (a+b+c+d+e+f)/120 14.1
6855.00
(q)
say
7848.00
E Case 1 PSC Grade M-40 Using concrete mixer. Unit = 1 cum Taking output = 15 cum a)
Material
tonne
6.45
5000.00
32250.00
M-081
Cement
cum
6.75
710.46
4795.61
M-005
Coarse sand
cum
8.10
1028.00
8326.80
M-053
20 mm Aggregate
cum
5.40
1005.00
5427.00
M-051
10 mm Aggregate
kg
25.80
44.70
1153.26
M-180 L-12
Admixture @ 0.4 per cent of cement b)
Labour
day
0.96
151.44
145.38
Mate
day
2.00
223.36
446.72
L-11
Mason
day
22.00
136.69
3007.18
L-13
Machinery
hour
6.00
233.00
1398.00
P&M-009
Concrete mixer (cap. 0.40/0.28 cum)
hour
6.00
406.80
2440.80
P&M-079
Mazdoor c)
Generator 33 KVA
14.1E Case I
59391.00
(i)
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum For formwork and staging add the following:
(p)
For solid slab super-structure, 20-30 per cent of (a+b+c) Height upto 5m
59391.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 20 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d) Page 13 of 264
20.00
11878.20 14253.84 8552.30
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
94075.34
Cost for 15 cum = a+b+c+d+e+f
6271.69
Rate per cum = (a+b+c+d+e+f)/15 14.1E Case I (i)
say
Height 5m to 10m
59391.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 25 per cent of (a+b+c)
25.00
14847.75 14847.75
e)
Overhead charges @ 0.2 on (a+b+c+d)
8908.65
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
97995.15
Cost for 15 cum = a+b+c+d+e+f
6533.01
Rate per cum = (a+b+c+d+e+f)/15 14.1E Case I (i)
say
59391.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 30 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
30.00
17817.30 15441.66 9265.00 101914.96
Cost for 15 cum = a+b+c+d+e+f
6794.33
Rate per cum = (a+b+c+d+e+f)/15
say
For T-beam & slab, 25-35 per cent of (a+b+c) Height upto 5m
59391.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 25 per cent of (a+b+c)
25.00
14847.75 14847.75
e)
Overhead charges @ 0.2 on (a+b+c+d)
8908.65
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
97995.15
Cost for 15 cum = a+b+c+d+e+f
6533.01
Rate per cum = (a+b+c+d+e+f)/15
say
59391.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 30 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
30.00
17817.30 15441.66 9265.00 101914.96
Cost for 15 cum = a+b+c+d+e+f
6794.33
Rate per cum = (a+b+c+d+e+f)/15
say
6794.00
(r)
Height above 10m
59391.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 15 cum d) Formwork and staging 35 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
35.00
20786.85 16035.57 9621.34 105834.76
Cost for 15 cum = a+b+c+d+e+f
7055.65
Rate per cum = (a+b+c+d+e+f)/15 14.1E
6533.00
(q)
Height 5m to 10m
14.1E Case I (ii)
6794.00
(ii) (p)
14.1E Case I (ii)
6533.00
(r)
Height above 10m
14.1E Case I
6272.00
(q)
say
7056.00
5000.00
258000.00
Case II Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a)
Material
tonne Page 14 of 264
51.60
M-081
Cement
cum
54.00
828.00
44712.00
M-004
Coarse sand
cum
64.80
1028.00
66614.40
M-053
20 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
10 mm Aggregate
kg
206.40
44.70
9226.08
M-180 L-12
Admixture @ 0.4 per cent of cement b)
Labour
day
0.94
151.44
142.35
Mate
day
3.50
223.36
781.76
L-11
Mason
day
20.00
136.69
2733.80
L-13
Mazdoor c)
Machinery
hour
6.00
2232.00
13392.00
P&M-002
Batching Plant @ 20 cum/hour
hour
6.00
762.75
4576.50
P&M-080
Generator 100 KVA
hour
6.00
806.00
4836.00
P&M-017 P&M-049
Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto1 Km
Lead beyond 1 Km, L - lead in Kilometer Concrete Pump
14.1E Case II
(i) (p)
hour
15.00
1017.00
15255.00
tonne.km
300L
2.03
610.20
hour
6.00
256.00
465833.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum For formwork and staging add the following: For solid/voided slab super-structure, 18-28 per cent of (a+b+c) Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 18 per cent of (a+b+c)
465833.00 18.00
83849.94 109936.59
e)
Overhead charges @ 0.2 on (a+b+c+d)
65961.95
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
725581.48
Cost for 15 cum = a+b+c+d+e+f
6046.51
Rate per cum = (a+b+c+d+e+f)/120 14.1E Case II (i)
say
465833.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 23 per cent of (a+b+c)
23.00
107141.59 114594.92
e)
Overhead charges @ 0.2 on (a+b+c+d)
68756.95
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
756326.46
Cost for 120 cum = a+b+c+d+e+f
6302.72
Rate per cum = (a+b+c+d+e+f)/120
say
6303.00
(r)
Height above 10m
465833.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 28 per cent of (a+b+c)
28.00
130433.24 119253.25
e)
Overhead charges @ 0.2 on (a+b+c+d)
71551.95
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
787071.44
Cost for 120 cum = a+b+c+d+e+f
6558.93
Rate per cum = (a+b+c+d+e+f)/120 14.1E Case II
6047.00
(q)
Height 5m to 10m
14.1E Case II (i)
Lead =1 km & P&M050 1536.00 P&M-007
say
6559.00
(ii) (p)
For T-beam & slab, 23-33 per cent of (a+b+c) Height upto 5m
465833.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 23 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
Page 15 of 264
23.00
107141.59 114594.92 68756.95
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
756326.46
Cost for 120 cum = a+b+c+d+e+f
6302.72
Rate per cum = (a+b+c+d+e+f)/120 14.1E Case II (ii)
say
Height 5m to 10m
465833.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 28 per cent of (a+b+c)
28.00
130433.24 119253.25
e)
Overhead charges @ 0.2 on (a+b+c+d)
71551.95
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
787071.44
Cost for 120 cum = a+b+c+d+e+f
6558.93
Rate per cum = (a+b+c+d+e+f)/120 14.1E Case II (ii)
say
465833.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 33 per cent of (a+b+c)
33.00
153724.89 123911.58
e)
Overhead charges @ 0.2 on (a+b+c+d)
74346.95
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
817816.41
Cost for 120 cum = a+b+c+d+e+f
6815.14
Rate per cum = (a+b+c+d+e+f)/120
say
For cast-in-situ box girder, segment construction and balanced cantilever, 38-58 per cent of cost of concrete. Height upto 5m
465833.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 38 per cent of (a+b+c)
38.00
177016.54 128569.91
e)
Overhead charges @ 0.2 on (a+b+c+d)
77141.94
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
848561.39
Cost for 120 cum = a+b+c+d+e+f
7071.34
Rate per cum = (a+b+c+d+e+f)/120
say
465833.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 48 per cent of (a+b+c)
48.00
223599.84 137886.57
e)
Overhead charges @ 0.2 on (a+b+c+d)
82731.94
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
910051.35
Cost for 120 cum = a+b+c+d+e+f
7583.76
Rate per cum = (a+b+c+d+e+f)/120
say
7584.00
(r)
Height above 10m
465833.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 58 per cent of (a+b+c)
58.00
270183.14 147203.23
e)
Overhead charges @ 0.2 on (a+b+c+d)
88321.94
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
971541.30
Cost for 120 cum = a+b+c+d+e+f
8096.18
Rate per cum = (a+b+c+d+e+f)/120 14.1F
7071.00
(q)
Height 5m to 10m
14.1E Case II (iii)
6815.00
(iii) (p)
14.1E Case II (iii)
6559.00
(r)
Height above 10m
14.1E Case II
6303.00
(q)
say
F PSC Grade M-45 Unit = 1 cum Taking output = 120 cum Page 16 of 264
8096.00
a)
Material
tonne
55.80
5000.00
279000.00
M-081
Cement
cum
54.00
828.00
44712.00
M-004
Coarse sand
cum
64.80
1028.00
66614.40
M-053
20 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
10 mm Aggregate
kg
223.20
44.70
9977.04
M-180 L-12
Admixture @ 0.4 per cent of cement b)
Labour
day
0.94
151.44
142.35
Mate
day
3.50
223.36
781.76
L-11
Mason
day
20.00
136.69
2733.80
L-13
Mazdoor c)
Machinery
hour
6.00
2232.00
13392.00
P&M-002
Batching Plant @ 20 cum/hour
hour
6.00
762.75
4576.50
P&M-080
Generator 100 KVA
hour
6.00
806.00
4836.00
P&M-017
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
Lead =1 km & P&M050
6.00
256.00
1536.00
P&M-007
Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto1 Km
Lead beyond 1 Km, L - lead in Kilometer Concrete Pump
14.1F
(i) (p)
hour
487584.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum For formwork and staging add the following: For solid slab/voided slab super-structure, 16-26 per cent of cost of concrete (a+b+c) Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 16 per cent of (a+b+c)
487584.00 16.00
78013.44 113119.49
e)
Overhead charges @ 0.2 on (a+b+c+d)
67871.69
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
746588.62
Cost for 120 cum = a+b+c+d+e+f
6221.57
Rate per cum = (a+b+c+d+e+f)/120 14.1F (i)
say
Height 5m to 10m
487584.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 21 per cent of (a+b+c)
21.00
102392.64 117995.33
e)
Overhead charges @ 0.2 on (a+b+c+d)
70797.20
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
778769.16
Cost for 120 cum = a+b+c+d+e+f
6489.74
Rate per cum = (a+b+c+d+e+f)/120 14.1F (i)
say
6490.00
(r) Height above 10m
487584.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 26 per cent of (a+b+c)
26.00
126771.84 122871.17
e)
Overhead charges @ 0.2 on (a+b+c+d)
73722.70
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
810949.71
Cost for 120 cum = a+b+c+d+e+f
6757.91
Rate per cum = (a+b+c+d+e+f)/120 14.1F
6222.00
(q)
say
6758.00
(ii) (p)
For T-beam & slab including launching of precast girders by launching truss upto 40 m span, 21-31 per cent of cost of concrete. Height upto 5m
487584.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 21 per cent of (a+b+c)
21.00
102392.64 117995.33
e)
Overhead charges @ 0.2 on (a+b+c+d)
70797.20
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
778769.16
Page 17 of 264
Cost for 120 cum = a+b+c+d+e+f
6489.74
Rate per cum = (a+b+c+d+e+f)/120 14.1F (ii)
say
Height 5m to 10m
487584.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 26 per cent of (a+b+c)
26.00
126771.84 122871.17
e)
Overhead charges @ 0.2 on (a+b+c+d)
73722.70
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
810949.71
Cost for 120 cum = a+b+c+d+e+f
6757.91
Rate per cum = (a+b+c+d+e+f)/120 14.1F (ii)
say
487584.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 31 per cent of (a+b+c)
31.00
151151.04 127747.01
e)
Overhead charges @ 0.2 on (a+b+c+d)
76648.20
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
843130.25
Cost for 120 cum = a+b+c+d+e+f
7026.09
Rate per cum = (a+b+c+d+e+f)/120
say
For cast-in-situ box girder, segmental construction and balanced cantilever, 36-56 per cent of cost of concrete. Height upto 5m
487584.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 36 per cent of (a+b+c)
36.00
175530.24 132622.85
e)
Overhead charges @ 0.2 on (a+b+c+d)
79573.71
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
875310.80
Cost for 120 cum = a+b+c+d+e+f
7294.26
Rate per cum = (a+b+c+d+e+f)/120
say
487584.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 46 per cent of (a+b+c)
46.00
224288.64 142374.53
e)
Overhead charges @ 0.2 on (a+b+c+d)
85424.72
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
939671.88
Cost for 120 cum = a+b+c+d+e+f
7830.60
Rate per cum = (a+b+c+d+e+f)/120
say
7831.00
(r) Height above 10m
487584.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 56 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
56.00
273047.04 152126.21 91275.72 1004032.97
Cost for 120 cum = a+b+c+d+e+f
8366.94
Rate per cum = (a+b+c+d+e+f)/120 14.1
7294.00
(q) Height 5m to 10m
14.1F (iii)
7026.00
(iii) (p)
14.1F (iii)
6758.00
(r) Height above 10m
14.1F
6490.00
(q)
say
8367.00
G PSC Grade M-50 Unit = 1 cum Taking output = 120 cum a)
Material
tonne
58.80
5000.00
294000.00
M-081
Cement
cum
54.00
828.00
44712.00
M-004
Coarse sand
cum
64.80
1028.00
66614.40
M-053
20 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
10 mm Aggregate
kg
235.20
44.70
10513.44
M-180
Page 18 of 264
Admixture @ 0.4 per cent of cement b)
Labour
day
0.94
151.44
142.35
Mate
day
3.50
223.36
781.76
L-12 L-11
Mason
day
20.00
136.69
2733.80
L-13
Mazdoor c)
Machinery
hour
6.00
2232.00
13392.00
P&M-002
Batching Plant @ 20 cum/hour
hour
6.00
762.75
4576.50
P&M-080
Generator 100 KVA
hour
6.00
806.00
4836.00
P&M-017
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
Lead =1 km & P&M050
6.00
256.00
1536.00
P&M-007
Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto1 Km
Lead beyond 1 Km, L - lead in Kilometer
hour
Concrete Pump
14.1G
(i) (p)
503120.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum For formwork and staging add the following: For cast-in-situ box girder, segmental construction and balanced cantilever, 35-55 per cent of cost of concrete Height upto 5m
503120.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 35 per cent of (a+b+c)
35.00
176092.00 135842.40
e)
Overhead charges @ 0.2 on (a+b+c+d)
81505.44
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
896559.84
Cost for 120 cum = a+b+c+d+e+f
7471.33
Rate per cum = (a+b+c+d+e+f)/120 14.1G (i)
say
Height 5m to 10m
503120.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 45 per cent of (a+b+c)
45.00
226404.00 145904.80
e)
Overhead charges @ 0.2 on (a+b+c+d)
87542.88
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
962971.68
Cost for 120 cum = a+b+c+d+e+f
8024.76
Rate per cum = (a+b+c+d+e+f)/120 14.1G (i)
say
8025.00
(r) Height above 10m
503120.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 55 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
55.00
276716.00 155967.20 93580.32 1029383.52
Cost for 120 cum = a+b+c+d+e+f
8578.20
Rate per cum = (a+b+c+d+e+f)/120 14.1
7471.00
(q)
say
8578.00
H PSC Grade M- 55 Unit = 1 cum Taking output = 120 cum a)
Material
tonne
63.50
5000.00
317500.00
M-081
Cement
cum
54.00
828.00
44712.00
M-004
Coarse sand
cum
64.80
1028.00
66614.40
M-053
20 mm Aggregate
cum
43.20
1005.00
43416.00
M-051
10 mm Aggregate
kg
254.00
44.70
11353.80
M-180
Admixture @ 0.4 per cent of cement b)
Labour
day
0.94
151.44
142.35
Mate
day
3.50
223.36
781.76
L-11
Mason
day
20.00
136.69
2733.80
L-13
Page 19 of 264
L-12
Mazdoor c)
Machinery
hour
6.00
2232.00
13392.00
P&M-002
Batching Plant @ 20 cum/hour
hour
6.00
762.75
4576.50
P&M-080
Generator 100 KVA
hour
6.00
806.00
4836.00
P&M-017
hour
15.00
1017.00
15255.00
P&M-049
tonne.km
300L
2.03
610.20
6.00
256.00
Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto1 Km
Lead beyond 1 Km, L - lead in Kilometer Concrete Pump
14.1H
(i) (p)
hour
527460.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum For formwork and staging add the following: For cast-in-situ box girder, segmental construction and balanced cantilever, 35-55 per cent of cost of concrete Height upto 5m
527460.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 35 per cent of (a+b+c)
35.00
184611.00 142414.20
e)
Overhead charges @ 0.2 on (a+b+c+d)
85448.52
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
939933.72
Cost for 120 cum = a+b+c+d+e+f
7832.78
Rate per cum = (a+b+c+d+e+f)/120 14.1H (i)
say
7833.00
(q) Height 5m to 10m
527460.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 45 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
45.00
237357.00 152963.40 91778.04 1009558.44
Cost for 120 cum = a+b+c+d+e+f
8412.99
Rate per cum = (a+b+c+d+e+f)/120 14.1H (i)
say
8413.00
(r) Height above 10m
527460.00
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum d) Formwork and staging 55 per cent of (a+b+c) e)
Overhead charges @ 0.2 on (a+b+c+d)
f)
Contractor's profit @ 0.1 on (a+b+c+d+e)
55.00
290103.00 163512.60 98107.56 1079183.16
Cost for 120 cum = a+b+c+d+e+f
8993.19
Rate per cum = (a+b+c+d+e+f)/120
say
Note 1.Where ever concrete is carried out using batching plant, transit mixer, concrete pump, admixers conforming IS: 9103 @ 0.4 per cent of weight of cement may be added for achieving desired slump of concrete. 2. Cement provided for various components of the super structure is for estimating purpose only. Actual quantity of cement will be as per approved mix design. Similarly, the provision for coarse and fine aggregates is for estimating purpose and the exact quantity shall be as per the mix design. 14.2
Lead =1 km & P&M050 1536.00 P&M-007
1600
3. The items like needle and surface vibrators are part of minor T & P which is already covered under the overhead charges. As such these items have not been added separately in the rate analysis. Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Unit = 1 MT Taking output = 1 MT Page 20 of 264
8993.00
a)
Material HYSD bars including 5 per cent for laps and wastage
tonne
1.05
45000.00
47250.00
M-082
Kg
8.00
100.00
800.00
M-072
day
0.44
151.44
66.63
L-12
day
3.00
264.50
793.50
L-02
day
8.00
136.69
1093.52
L-13
Binding wire b) Labour for cutting, bending, tying and placing in position Mate Blacksmith Mazdoor
50004.00 Basic Cost of Labour & Material (a+b)
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
10000.73 6000.44 66004.82
Rate per MT = a+b+c+d 14.3
say
66005.00
1800 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Unit = 1 MT Taking output = 0.377 MT Details of cost for 12T13 strand 40 m long cable (weight = 0.377 MT) a) Material H.T. Strand @ 9.42 kg/m including 2 per cent for wastage and extra length for jacking Sheathing duct ID 66 mm along with 5 per cent extra length 40 x 1.05 = 42 m. Tube anchorage set complete with bearing plate, permanent wedges etc Cement for grouting including 3 per cent wastage @ 3.00 kg/m = 3 x 1.03 x 40 = 123.60 kg (say, = 125 kg)
b)
tonne
0.39
57453.00
22119.41
M-119
metre
42.00
304.00
12768.00
M-165
each
2.00
6064.00
12128.00
M-187
tonne
0.125
5000.00
625.00
M-081
2382.02
Add 0.50 per cent cost of material for Spacers, Insulation tape and miscellaneous items Labour
i) For making and fixing cables, anchorages
day
0.16
151.44
24.23
L-12
Mate
day
1.00
264.50
264.50
L-02
Blacksmith
day
3.00
136.69
410.07
L-13
Mazdoor ii) For prestressing
day
0.05
151.44
7.57
L-12
Mate/Supervisor
day
0.25
230.00
57.50
L-08
Prestressing operator / Fitter
day
1.00
136.69
136.69
L-13 L-12
Mazdoor iii) For grouting
day
0.05
151.44
7.57
Mate/Supervisor
day
0.25
223.36
55.84
L-11
Mason
day
1.00
136.69
136.69
L-13 P&M-040
Mazdoor c)
Machinery
hour
2.50
129.00
322.50
Stressing jack with pump
hour
1.00
304.00
304.00
M-111
Grouting pump with agitator
hour
3.50
406.80
1423.80
P&M-079
Generator 33 KVA.
630.19
d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
378.12 54181.70
Cost for 0.377 MT (a+b+c+d+e)
143718.03
Rate per MT = (a+b+c+d+e)/0.377
say
Note 14.4
2702
Cost of HT steel has been taken for delivery at site. Hence carriage has not been considered. Providing and laying Cement concrete wearing coat M30 grade including reinforcement complete as per drawing and Technical Specifications Unit = 1 cum Taking output = 1 cum
Page 21 of 264
143718.00
a)
Material
cum
1.00
3690.00
tonne
0.075
50004.00
b)
Cement concrete M30 Grade Refer relevant item of concrete in Item 14.1 excluding formwork HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP) Labour
day
0.15
136.69
Mazdoor for cleaning deck slab concrete surface. c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
Item 14.1(C) 3750.30 Item 14.2 A
20.50
L-13
1492.16 895.30 9848.26
Rate per cum (a+b+c+d) 14.5
3690.00
say
9848.00
515 & 2702 Mastic Asphalt Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.
Unit = sqm Taking output = 72.46 sqm (2 tonnes)(0.869 cum) assuming a density of 2.3 tonnes/cum. a) Labour
day
0.49
151.44
74.21
L-12
Mate
day
11.00
136.69
1503.59
L-13
Mazdoor
day
1.25
164.69
205.86
L-15
Machinery
hour
0.06
357.00
21.42
P&M-031
Mechanical broom @ 1250 sqm per hour
hour
0.06
319.00
19.14
P&M-001
Air compressor 250 cfm
hour
6.00
62.00
372.00
P&M-030
Mastic cooker 1 tonne capacity
hour
6.00
198.00
1188.00
P&M-005
Bitumen boiler 1500 litres capacity
hour
1.00
282.50
282.50
P&M-053
tonne
0.204
55132.00
11246.93
M-074
cum
0.39
476.80
185.95
M-021
tonne
0.36
4500.00
1620.00
M-188
cum
0.55
1005.00
552.75
M-051
cum
0.036
1213.00
43.67
M-142
kg
1.05
55.13
57.89
M074/1000
Mazdoor (Skilled) b)
c)
Tractor for towing and positioning of mastic cooker and bitumen boiler Material
Base mastic (without coarse aggregates) = 60 per cent Coarse aggregate(3.35mm to 9.5 mm size) = 40 per cent . Proportion of material required for mastic asphalt with coarse aggregates (based on mix design done by CRRI for a specific case) i) Bitumen 80/100 or 60/70 or 30/40 @ 10.2 per cent by weight of mix. 2 x 10.2/100 = 0.204 ii) Crusher stone dust @ 31.9 per cent by weight of mix = 2 x 31.9/100 = 0.638 tonnes = 0.638/1.625 = 0.39 iii) Lime stone dust filler with calcium carbonate content not less than 80 per cent by weight @ 17.92 per cent by weight of mix = 2 x 17.92/100 = 0.36 iv) Coarse aggregates 9.5 mm to 3.35 mm size @ 40 per cent by weight of mix = 2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55 v) Pre-coated stone chips of 9.5 mm nominal size for skid resistance = 72.46x0.005/10 = 0.036 vi) Bitumen for coating of chips @ 2 per cent by weight = 0.036 x 1.456 x 2/100 = 0.001048MT = 1.05kg d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 72.46 sqm = a+b+c+d+e
3474.78
2084.87 22933.55 316.50
Page 22 of 264
Rate per sqm = (a+b+c+d+e)/72.46
say
316.00
3690.00
15099.48
Note 1.The rates for 6 mm or any other thickness may be worked out on pro-rata basis. 2. Where tack coat is required to be provided before laying mastic asphalt, the same is required to be measured and paid separately.
14.6
3.The quantities of binder, filler and aggregates are for estimating purpose. Exact quantities shall be as per mix design. 4.This rate analysis is based on design made by CRRI for a specific case and is meant for estimating purposes only. Actual design is required to be done for each case. 5.The quantity of bitumen works out 17 per cent of the mastic asphalt blocks without aggregates and falls within the standards laid down by MoRTH Specifications.
2703, 1500, 1600 & 1700
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Unit = 1 RM Taking output = 2 x 24 m span = 48 m a)
Material
cum
4.09
Cement concreteM30 Grade Refer relevant item of concrete in Item 14.1(C) by using batching plant, excluding formwork i.e. per cum basic cost (a+b+c) No. of vertical posts = (12 + 2)2 = 28 Nos., External area of vertical post 0.25x0.275 = 0.069sqm, Concrete in Vertical posts = 0.069 x 28 = 1.932 cum, Hand rail in 3 tiers = 3 x 24 = 72 m, External area = 0.170 x 0.175 = 0.03 sqm, Concrete in hand rails = 0.03 x 72 = 2.16 cum, Total Concrete = 1.932 + 2.16 = 4.092 cum. (Refer MoRTH SD / 202). Add 5 per cent of above cost for form work for casting in casting yard. HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP) Refer MoRTH SD / 202.
Item 14.1(C)
754.97
tonne
0.87
50004.00
43253.46 Item 14.2 A
2955.40 12412.66
b)
Add 5 per cent of (a) for handling and fixing of precast panels in position Overhead charges @ 0.2 on (a)
c)
Contractor's profit @ 0.1 on (a+b)
81923.57
7447.60
Rate for 48 m (a+b+c)
1706.74
Rate per metre (a+b+c)/48
say
1707.00
3690.00
15099.48
Note
14.7
2703, 1500, 1600 & 1700
1.Quantities of material have been adopted from standard plans of MoRTH vide drawing no. SD/202. 2.48 m length is the total linear length adding both sides of 24 m span.
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Unit = 1 RM Taking output = 2 x 24 m span = 48 m. a)
Material
cum
Page 23 of 264
4.092
Item 14.1(C)
Cement concreteM30 Grade Refer relevant item of concrete in Item 14.1(C) by using batching plant, excluding formwork i.e. per cum basic cost (a+b+c) No. of vertical posts = (12 + 2)2 = 28 Nos., External area of vertical post 0.25x0.275 = 0.069sqm, Concrete in vehicle posts = 0.069 x 28 = 1.932 cum, Hand rail in 3 tiers = 3 x 24 = 72 m, External area = 0.170 x 0.175 = 0.03 sqm, Concrete in hand rails = 0.03 x 72 = 2.16 cum, Total Concrete = 1.932 + 2.16 = 4.092 cum. (Refer MoRTH SD / 202). Add 12 per cent of above cost for form work.
1811.94
tonne
0.87
50004.00
HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP) refer MoRTH SD / 202. b)
Overhead charges @ 0.2 on (a)
c)
Contractor's profit @ 0.1 on (a+b)
43253.46 Item 14.2 A
12032.98 7219.79 79417.64
Rate for 48 m (a+b+c)
1654.53
Rate per metre (a+b+c)/48
say
1655.00
Note
14.8
2703.2 & 1900
1. Quantities of material have been adopted from standard plans of MoRTH vide drawing no. SD/202. 2. 48 m length is the total linear length adding both sides of 24 m span. Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification Unit = 1 RM Taking output = 2 x 50 m span = 100 m a)
b)
Material:
tonne
2.95
45000.00
132570.00
M-179
1) ISMC 100 = 2.806 x 1.05 = 2.946 MT
tonne
1.01
45000.00
45540.00
M-179
2) MS Flat = 0.964 x 1.05 = 1.012 MT
tonne
0.18
45000.00
8100.00
M-179
3) MS bars = 0.17 x 1.05 = 0.180 MT
tonne
0.15
64070.00
9610.50
M130*1000
4) MS bolts, nuts and washers
9791.03
Add @ 5 per cent of cost of material for painting one shop coat with red oxide primer and three coats of synthetic enamel paint and consumables to safeguard against weathering and corrosion.
1958.21
Add for cost of concrete for fixing vertical posts in the performed recess @ 1 per cent of cost of material. Add for electricity charges, welding and drilling equipment, electrodes and other consumables @ 1 per cent of cost of material. Labour
1958.21
day
2.80
151.44
424.03
L-12
Mate
day
30.00
164.69
4940.70
L-15
Mazdoor (Skilled)
day
40.00
136.69
5467.60
L-13
Mazdoor
44072.05
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
26443.23 290875.55
Cost for 100 m steel railing = a+b+c+d
2908.76
Rate per metre (a+b+c+d)/100 14.9
say
2909.00
2705 Drainage Spouts complete as per drawing and Technical specification Unit = 1 No. Taking output = 1 No. a)
Material
Kg
4.00
46.53
186.10
M087/1000 M-056
Corrosion resistant Structural steel including 5 per cent wastage GI pipe 100mm dia
metre
6.00
65.00
390.00
each
6.00
13.00
78.00
M-110
GI bolt 10 mm Dia
each
2.00
25.00
50.00
M-101
day
0.02
151.44
3.03
L-12
Galvanised MS flat clamp b)
Labour
For fabrication Page 24 of 264
Mate
day
0.02
264.50
5.29
L-02
Skilled (Blacksmith, welder etc.)
day
0.02
136.69
2.73
L-13 L-12
Mazdoor For fixing in position
day
0.01
151.44
1.51
Mate
day
0.01
223.36
2.23
L-11
Mason
day
0.20
136.69
27.34
L-13
Mazdoor
37.31
c)
Add @ 5 per cent of cost of material and labour for electrodes, cutting gas, sealant, anti-corrosive bituminous paint, mild steel grating etc. Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
156.71
94.03 1034.29
Rate per metre (a+b+c+d)
say
1034.00
4066.00
4066.00
say
4066.00
3686.00
3686.00
Note 1. In case of viaducts in urban areas, the drainage spouts should be connected with suitably located pipelines to discharge the surface run-off to drains provided at ground level. 14.10
2. In case of bridges, sufficient length of G.I Pipe shall be provided to ensure that there is no splashing of water from the drainage spout on the structure.
2700
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Unit = 1 cum Taking output = 1 cum Material
14.11
cum
1.00
Concrete, Rate as per item No. 12.8 (A) excluding formworks Rate per cum
1500,16 00,1700 & 2704
Item 12.8 (A)
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Unit = 1 cum Taking output = 1 cum a)
Material
cum
1.00
Cement concreteM30 Grade Refer relevant item of concrete in item 12.8(G)by using batching plant, excluding formwork i.e. per cum basic cost (a+b+c) (Excluding OH & CP) ( Refer relevant item of concrete in item No. 13.8 (G) except that form work may be added at the rate of 2 per cent of cost against 3.5 per cent provided in the foundation concrete.
50004.00
2500.20 Item 14.2 A
c)
Contractor's profit @ 0.1 on(a+b)
8263.09
751.19 say
Providing anti-corrosive treatment to HYSD reinforcement with Fusion Bonded Epoxy Coating (FBEC) Unit = 1 MT Taking output = 1 MT Note
0.05
b)
The grade of reinforced cement concrete may be adopted as M30 for severe conditions and M25 for moderate conditions.
1600
tonne
1251.98
Rate per cum (a+b+c) 14.12
73.72
HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP) Overhead charges @ 0.2 on (a)
Note
To be taken as per the prevailing market rates.
Page 25 of 264
Item 12.8 (G)
8263.00
14.13
1800 & 2300
Contractors generally do not have expertise for this item . The job is therefore, got done from specialised firms who have the expertise in the field of construction chemicals. The prevailing rate in the market is required to be ascertained from the market and added in the cost estimate. Detailed guidelines in this regard have been issued by MoRTH vide their circular no. RW/NH-34041/44/91-S&R dated 21.3.2000. Precast - pretensioned Girders Providing, precasting, transportation and placing in position precast pretensioned concrete girders as per drawing and technical specifications Unit = 1 cum Taking output = 1 cum Grade of concrete - M40 a)
Material
tonne
0.47
5000.00
2350.00
M-081
Cement
cum
0.45
828.00
372.60
M-004
Coarse sand
cum
0.54
1028.00
555.12
M-053
20 mm Aggregate
cum
0.36
1005.00
361.80
M-051
10 mm Aggregate
Kg
1.88
44.70
84.04
M-180
Admixture @ 0.4 per cent of cement
tonne
0.10
45000.00
4500.00
M-082
HYSD steel .
tonne
0.06
57453.00
3447.18
M-119
HT strand with 5 per cent as wastage and extra length for anchoring LDO for steam curing
Litre
37.00
43.00
1591.00
M-122
132.62
Add consumables such as binding wire, foam, packing tape, shuttering oil, HDPE pipe for unbonding of strand, bolt & nuts etc @ 1 per cent of material cost b)
Labour
(i) Cutting, bending, making reinforcement cage, placing in position, binding etc. complete Taking quantity of steel 100 Kg/cum of concrete including laps and wastage Mate Mazdoor (Skilled)
day
0.06
151.44
9.09
L-12
day
0.35
day
1.40
164.69
57.64
L-15
136.69
191.37
L-13
Mazdoor (ii) Cable cutting and threading in position including binding by insulation tape with HDPE pipes etc., prestessing and cutting of extra length of HT strand after de-stressing. Taking quantity of HT strand 60 Kg/cum
day
0.02
151.44
3.03
L-12
Mate
day
0.14
164.69
23.06
L-15
Mazdoor (Skilled)
day
0.50
136.69
68.35
L-13
Mazdoor (iii) Erection and dismantling of shuttering Taking shuttering area 10 sqm/cum of concrete
day
0.12
151.44
18.17
L-12
Mate
day
1.00
164.69
164.69
L-15
Mazdoor (Skilled)
day
2.00
136.69
273.38
L-13
day
0.03
151.44
4.54
L-12
day
0.05
164.69
8.23
L-15
day
0.60
136.69
82.01
L-13
day
0.01
151.44
1.51
L-12
day
0.35
136.69
47.84
L-13
day
0.01
151.44
1.51
L-12
day
0.25
136.69
34.17
L-13
day
0.01
151.44
1.51
L-12
Mazdoor (iv) Concreting by Batching plant and stationary concrete pump Mate Mazdoor (Skilled) Mazdoor (v) Steam curing and manual curing Mate Mazdoor (vi) Handling of precast girder, stacking in stockyard and again loading in trailor Mate Mazdoor (vii) Placement of girders in position over pier caps including placement of sand jacks, channel, levelling etc. Page 26 of 264
Mate
day
0.06
164.69
9.88
L-15
Mazdoor (Skilled)
day
0.24
136.69
32.81
L-13
Mazdoor c)
Machinery
i) At casting yard
hour
0.05
762.75
38.14
P&M-080
Generator 100 KVA
hour
0.05
2232.00
111.60
P&M-002
Batching Plant @ 20 cum/hour
hour
0.10
1017.00
101.70
P&M-049
Transit Mixer 4 cum capacity
hour
0.05
256.00
12.80
P&M-007
Concrete Pump stationary
hour
0.10
853.00
85.30
P&M-012
Crane 35 tonne capacity
hour
0.10
847.50
84.75
P&M-089
Trailor 30 tonne capacity
hour
0.05
806.00
40.30
P&M-017 P&M-012
Loader ii) For transportation and placement at site Crane 35 tonne capacity
hour
0.15
853.00
127.95
tonne.km
2.5xL
0.68
1.70
hour
0.15
847.50
127.13
Lead =1 km & P&M090
Trailer 30 tonne capacity for transporting to site. (L - Lead in Kilometer) Trailor 30 tonne capacity during placement.
d)
Cost of formwork, steam curing arrangement, pretensioning arrangement etc @ 5 per cent of cost material, labour and machinery Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
745.09 3180.72
1908.43 20992.75
Rate per cum = (a+b+c+d+e) 14.14
P&M-089
say
20993.00
1700 & 1800 Providing and fixing Helical pipes in voided concrete slabs Unit = 1 RM Taking output = 1 RM a)
Material
metre
1.00
2426.00
2426.00
M-117
Helical pipes 600mm diameter
each
1.00
49.00
49.00
M-183
Tie rods 20mm diameter
123.75
Consumables for sealing joints etc.@ 5 per cent of cost of material b) Labour
day
0.01
151.44
1.51
L-12
Mate
day
0.05
230.00
11.50
L-08
Fitter
day
0.20
136.69
27.34
L-13
Mazdoor
527.82
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
316.69 3483.62
Rate per cum (a+b+c+d) 14.15
800
14.16
800
say
3484.00
Crash Barriers The rate analysis for rigid crash barrier in reinforced cement concrete, semi-rigid crash barrier with metal beam and flexible crash barrier with wire ropes have been made and included in chapter-8 on Traffic and Transportation. Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Unit = sqm Taking output = 10 sqm a)
Labour
day
0.01
151.44
1.51
L-12
Mate
day
0.25
223.36
55.84
L-18
Painter
day
0.25
164.69
41.17
L-15
Litres
5.00
31.00
155.00
M-190
Mazdoor (Skilled) b)
Material Page 27 of 264
c)
Water based paint of approved quality for cement concrete surface Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
50.71 30.42 334.66
Cost for 10 sqm (a+b+c+d)
33.47
Rate per sqm (a+b+c+d)/10 14.17
say
33.00
2604 Burried Joint Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604. Unit = Running meter Taking output = 12 m a)
Labour
day
0.02
151.44
3.03
L-12
Mate
day
0.40
136.69
54.68
L-13
Mazdoor
day
0.20
164.69
32.94
L-15
kg
237.50
54.57
12961.33
Mazdoor (Skilled) b)
Material
c)
Galvanised M.S plate 200 mm wide,12 mm thick @ 94.20 kg/sqm including 5 per cent wastage Add 1 per cent of cost of steel plate cutting, welding consumables and galvanised nails. Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
M060/1000
129.61 2636.32 1581.79 17399.69
Cost for 12 m = (a+b+c+d)
1449.97
Rate per m = (a+b+c+d)/12
say
1450.00
Note 14.18
Guidelines laid down vide the MoRTH circular No. RW/NH34059/1/96-S&R dated 30.11.2000 and subsequent corrigendum dated 25.01.2001 may be reffered for expansion joints.
2605
(i)
Filler joint Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. Unit = Running meter Taking output = 12 m a)
Labour
Cutting, bending, carrying & fixing etc.
day
0.04
151.44
6.06
L-12
Mate
day
0.50
136.69
68.35
L-13
Mazdoor
day
0.50
164.69
82.35
L-15
kg
55.00
290.55
15980.25
Mazdoor (Skilled) b)
Material Copper plate - 12m long x 250 mm wide
Area = 12 x 0.25 = 3 sqm Weight = 3 x 0.002 x 8900 = 53.4 kg Wastage @ 2.5 per cent = 1.33 kg/54.73 kg say = 55 kg. c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
3227.40 1936.44 21300.84
Cost for 12 m = (a+b+c+d)
1775.07
Rate per m = (a+b+c+d)/12 14.18
say
(ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Unit = Running meter Taking output = 12 m Page 28 of 264
1775.00
M-086
a)
Labour
For carrying, placing & fixing.
day
0.008
151.44
1.21
L-12
Mate
day
0.10
136.69
13.67
L-13
Mazdoor
day
0.10
164.69
16.47
L-15
sqm
3.00
486.00
1458.00
Mazdoor (Skilled) b)
Material
20 mm thick compressible fibre board 12 m long x 25 cm deep. Area = 12 x 0.25 = 3 sqm c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
297.87 178.72 1965.94
Cost for 12 m = (a+b+c+d)
163.83
Rate per m = (a+b+c+d)/12 14.18
M-084
say
164.00
(iii) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. Unit = Running meter Taking output = 12 m a)
Labour
day
0.01
151.44
1.51
L-12
Mate
day
0.20
136.69
27.34
L-13
Mazdoor
day
0.10
164.69
16.47
L-15
sqm
3.60
965.00
3474.00
Mazdoor (Skilled) b)
Material
c)
Premoulded joint filler 12 m long,20 mm thick and 300 mm deep. Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
422.32 4645.50
Cost for 12 m = (a+b+c+d)
387.13
Rate per m = (a+b+c+d)/12 14.18
M-141
703.86
say
387.00
(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight Unit = Running meter Taking output = 12 m 12m long x 100 mm wide x 10mm deep recess a)
Labour
day
0.02
151.44
3.03
L-12
Mate
day
0.50
136.69
68.35
L-13
Mazdoor
day
0.10
164.69
16.47
L-15
cum
0.012
710.46
8.53
M-005
cum
0.001
55132.00
55.13
M-074
Mazdoor (Skilled) b)
Material Sand
Volume 12 x 0.1 x 0.01 = 0.012 cum Weight 0.012 x 1400 = 16.8kg Bitumen 16.8 x 0.06 = 1 kg
30.30
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
18.18 199.98
Cost for 12 m = (a+b+c+d)
16.67
Rate per m = (a+b+c+d)/12
say
Note For arriving at the final rate of filler joints per m length and per cm depth of joint filling compound, 14.19
2600
the rates at Sl. No. i), ii), iii) & iv) shall be added Asphaltic Plug joint
Page 29 of 264
17.00
Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications.
Unit = Running meter Taking output = 12 m a)
Labour
day
0.052
151.44
7.87
L-12
Mate
day
1.00
136.69
136.69
L-13
Mazdoor
day
0.30
164.69
49.41
L-15
Mazdoor (Skilled) b)
2.4
Material
cum
0.75
1028.00
771.00
M-052
Crushed stone aggregate 12.5 mm nominal size
kg
77.50
38.74
3002.35
Polymer modified bitumen
kg
113.00
61.00
6893.00
M-078/ 1000 M-103
Galvanised structural steel plate 200 mm wide,6 mm thick, 12 m long (2.4 sqm) @ 47.10 kg/sqm including 5 per cent wastage
c)
108.60
Add 1 per cent for welding and foam caulking/backer rod and other incidentals. Machinery
hour
1.00
62.00
62.00
P&M-030
Mastic cooker 1 tonne capacity
hour
0.50
460.00
230.00
P&M-044
Smooth 3-wheeled steel roller 8-10 capacity d)
Overhead charges @ 0.2 on (a+b+c)
e)
Contractor's profit @ 0.1 on (a+b+c+d)
2252.19 1351.31 14864.42
Cost for 12 m asphalt plug joint = (a+b+c+d+e)
1238.70
Rate per m = (a+b+c+d+e)/12
say
1239.00
Note 14.20
2606
The nominal size of aggregates shall be 12.5 mm for depth of joint upto 75 mm and 20 mm for joints of depth more than 75 mm. Elastomeric Slab Steel Expansion Joint Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and clause 2606 of MoRTH specifications for road & bridge works. Unit = Running meter Taking output = 12 m a)
Labour
day
0.06
151.44
9.09
L-12
Mate
day
1.00
136.69
136.69
L-13
Mazdoor
day
0.50
164.69
82.35
L-15
metre
12.00
6064.00
72768.00
Mazdoor (Skilled) b)
Material Supply of elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of IRC: 83 (part II), complete as per approved drawings and standard specification conforming to clause 2606 of MoRT&H Specification
c)
Add 5 per cent of cost of material for anchorage reinforcement, welding and other incidentals. Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c) Page 30 of 264
3638.40
15326.90 9196.14 101157.57
M-093
Cost for 12 m = (a+b+c+d)
8429.80
Rate per m = (a+b+c+d)/12 14.21
say
8430.00
2600 Compression Seal Joint Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. Unit = Running meter Taking output = 12 m a)
Labour
day
0.036
151.44
5.45
L-12
Mate
day
0.60
136.69
82.01
L-13
Mazdoor
day
0.30
164.69
49.41
L-15
kg
446.00
61.00
27206.00
Mazdoor (Skilled) b)
Material 1. Galvanised angle sections 100mm x 100mm of 12mm thickness weldable structural steel as per IS: 2062, 2 nos. of 12 m length each @ 17.7 kg/m and 5 per cent wastage. Add 5 per cent of cost of above for structural steel for anchorage, welding and other incidentals. Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness.
c)
Add 1 per cent of cost of sealing element for lubricantcum-adhesive and other consumables. Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
M-103
1367.14
metre
12.00
668.00
8016.00
M-143
80.16
7361.24 4416.74 48584.15
Cost for 12 m = (a+b+c+d)
4048.68
Rate per m = (a+b+c+d)/12
say
4049.00
Note 1. The installation shall be done by the manufacturer or his authorised representative to the satisfaction of the Engineer.
14.22
2607
2. The concreting for joining the expansion joint assembly with the deck has not been included in this analysis as the same is catered in the quantities of RCC deck. 3. The anchoring bars of the expansion joint assembly shall be welded to the main reinforcement of the deck. Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. Unit = Running meter Taking output = 12 m a)
Labour
day
0.05
151.44
7.57
L-12
Mate
day
1.00
136.69
136.69
L-13
Mazdoor
day
0.25
164.69
41.17
L-15
metre
12.00
7500.00
90000.00
Mazdoor (Skilled) b)
Material Supply of complete assembly of strip seal expansion joint comprising of edge beams, anchorage, strip seal element and complete accessories as per approved specifications and drawings.
c)
Add 5 per cent of cost of material for anchorage reinforcement, welding and other incidentals. Overhead charges @ 0.2 on (a+b)
Page 31 of 264
4509.27
18938.94 11363.36
M-178
d)
Contractor's profit @ 0.1 on (a+b+c)
124997.01
Cost for 12 m = (a+b+c+d)
10416.42
Rate per m = (a+b+c+d)/12
say
10416.00
Note 1. The installation shall be done by the manufacturer or his authorised representative to the satisfaction of the Engineer. 14.23
2600
2. The concreting for joining the expansion joint assembly with the deck has not been included in this analysis as the same is catered in the quantities of RCC deck. Modular Strip / Box Seal Joint Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. Unit = Running meter Taking output = 12 m a)
Labour
day
0.056
151.44
8.48
L-12
Mate
day
1.00
136.69
136.69
L-13
Mazdoor
day
0.40
164.69
65.88
L-15
metre
12.00
1820.00
21840.00
Mazdoor (Skilled) b)
Material Supply of a modular strip/box seal joint assembly comprising of edge beams, central beam,2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative.
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
M-127
4410.21
2646.13 29107.38
Cost for 12 m Modular strip/box seal joint = (a+b+c+d)
2425.62
Rate per m = (a+b+c+d)/12
say
2426.00
Note 1. The installation shall be done by the manufacturer or his authorised representative to the satisfaction of the Engineer.
14.24
2600
2. The concreting for joining the expansion joint assembly with the deck has not been included in this analysis as the same is catered in the quantities of RCC deck. 3. The anchoring bars of the expansion joint assembly shall be welded to the main reinforcement of the deck. Modular Strip / Box Seal Joint Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. Unit = Running meter Taking output = 12 m a)
Labour
day
0.07
151.44
10.60
L-12
Mate
day
1.25
136.69
170.86
L-13
Mazdoor
day
0.50
164.69
82.35
L-15
metre
12.00
1820.00
21840.00
Mazdoor (Skilled) b)
Material Supply of a modular box/box seal joint assembly containing 3 modules/cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative.
Page 32 of 264
4420.76
M-128
c)
Overhead charges @ 0.2 on (a+b)
d)
Contractor's profit @ 0.1 on (a+b+c)
2652.46 29177.03
Cost for 12 m Modular strip/box seal joint = (a+b+c+d) Rate per m = (a+b+c+d)/12
2431.42 say
Note 1. The installation shall be done by the manufacturer or his authorised representative to the satisfaction of the Engineer. 2. The concreting for joining the expansion joint assembly with the deck has not been included in this analysis as the same is catered in the quantities of RCC deck.
Page 33 of 264
2431.00