Rate Analysis Format

MUNICIPAL CORPORATION OF GREATER MUMBAI

Hydraulic Engineer’s Department Rate Analysis Format

Important Points

1) The intending tenderer shall consider the various tender conditions

included in the tender regarding the site difficulties while calculating their rates. 2)

The intending tenderer should note that the rate analysis given herewith is for typical size of valves, water mains, cross connections etc. The contractor shall carry out the rate analysis in the given format separately for each size of valves, pipes, cross connections etc. taking into account tender Bill of Quantities.

MUNICIPAL CORPORATION OF GREATER MUMBAI

Hydraulic Engineer’s Department Rate Analysis Format

Code

RW 2.08

Descrip Descrip tion

Unit

Quantity

Rate Rate Rs

Providing & laying laying sub base 20 cm compacted(K.T.R.)thick made of metal obtained from rock having AIV of not more than 40% (metal varying in size from 90 mm to 45mm) and compacting the same to the satisfaction of the Engineer laid complete in to two layers the required level and camber, rolling with 10/12 tonnes roller interstices being filled with stone dust, watering, rolling and making each layer waterbound. As per new Road Specifications Clause no.220. Unit = sqm

Cost fo r 1 Sq. M. Consolid ated thickness = 10 cm. a)

b)

Labour Labour for spreding Metal

day

Forman

day

Material Aggregate 1 0Sq. M. = 0.14 Cu.M. Cu.M.

cum

stone chips/ screening material to fill Vioids Binding material stone grit

cum

c) Rolling Charges for 1 Layers 1.00 1.00 Sq. M. One layer=

sqm

cum

Two layer= Profit & overhead charges Rate per sqm =

say

Cost Rs

RW 2.13

Supplying & spreading 60mm metal compacting the same to 10cm. To the satisfaction of the Engineer by a roller weighing not less than 10 tonnes to the required grade,level & camber including binding with grit,sand stone du st, watering rolling etc. complete & making the layer waterbound.As per new Road Specifications Clause no.220. Unit = sqm

Cost fo r 1 Sq. M. Compacted thic kness = 10 cm. a)

b)

Labour Labour for spreding Metal

day

Forman

day

Material Material = 60 mm. Aggregate

cum

stone chips/ screening material to fill Vioids Binding material stone grit

cum

c) Rolling Charges for 1 Layers 1.00 1.00 Sq. M. Profit & overhead charges

sqm

cum

Rate per sqm =

say

RW 2.20

Providing & laying, spreading & compacting graded crushed stone stone agreegate to to wet mix macadam satisfaction including premixing the material with water to OMC in mechanical mix (pug mill) carriage of mix material by tipper to site laying in uniform layer of 75mm to100mm(compacted thickness each)with sensor paver finisher on prepared subbase & compacting with vibratory roller (10 tonne) to achieve desired density including lighing, guarding barricating & maintenance of diversion etc. as directed by the Engineer, ( Rebate for not using sensor paver should be taken,(metal gradation from 53mm to 75mm micron as per MCGM MCGM Road Road Specifications clause no.240). Unit = Cu.M

Rate analysis for wet mix macadam for Qty. 1 M3 Loose Volume = 1 M3 x 1.40 = 1.40 M3 i.e 1.40 x 0.71 = 1.00 M3

Ar ea = 1 / 0.75 mm . Thick) a) Labour

= 13.33 M2

( f or 75

Male Mazdoor b)

day

Material Metal No. I+II+III

cum

Stone grit

cum

Water (10% by weight including losses) c)

Lit

Machinery Plant charges ( In plant )

MT

Spreading Sensor Paver

sqm

Rolling by vibratory roller

sqm

Transportation to site or mixed o n site any where in MCGM limits Profit & overhead charges

MT

Rate per Cu.M =

say

RW 2.21

Providing & laying, spreading & compacting specified crushed stone in granular subbase course including premixing the material in mechanical mixer (pug mill or approved type), spreading of mixed material in uniform layer of 100mm to 75mm (compacted thickness each) with motor grader or paver on prepared murum surface & compacting with 10 tonne vibratory roller to achieve desired density including all material, labour, machinery, lighing barricating to all lifts & lead maintenance of diversion etc. complete (metal gradation from 75mm to 75mm micron as per MCGM Road Specifications clause no.210). Unit = Cu.M

Rate Analysi s for granul ar subbase for Qty. 1 M3 Loose Volume = 1 M3 x 1.40 = 1.40 M3 i.e 1.40 x 0.71 = 1.00 M3 Ar ea = 1 / 0.100 mm . Thick) a) Labour

= 10 M2

( f or 100

Male Mazdoor b)

day

Material Metal No. I+II+III

cum

Stone grit

cum

Water (10% by weight including losses)

Lit

c)

Machinery: For mixing 1 m3

MECHANICAL MIXER/ PUG MILL ( In plant ) Spreading Motor grader/ ordinary Paver Rolling by vibratory roller Transportation to site or mixed o n site any where in MCGM limits Profit & overhead charges

MT sqm sqm MT

Rate per Cu.M =

say

Code

RW 3.11

Description

Unit

Quantity

Rate Rs

Providing & fixing 80 mm thick interlocking unishape concrete pavers ( monolithicsingle layer precast concrete blocks) of gray cement coloured in the carriageway having average crushing strength 50N/sq.m.m. as per technical specification, placed on average compacted thickness of 25 mm, uniformly graded river sand cushioning with proper compacting with mechanical compactor with the proper level, grade and camber etc. complete as specified and as directed by the Engineer. Unit = sqm

Cost for 1 sq mtr a)

b)

Labour Pavior / Tiler

day

Labour

day

Material

80 mm thick interlocking unishape concrete pavers Bedding Sand (screened -for 25 mm thk & jointing) c) Machinery Vibrator

sqm cum

day

Profit & overhead charges Rate per sqm =

say

Cost Rs

RW 3.17

Providing & fixing in the footpath, 60 mm thick Lacquer coated (Reflective) interlocking gray cement concrete pavers in red (Terra Cotta) Black, Brown, Lemon Yellow or any colour with vermeticular or any antiskid texture on top surface of approved pattern/ shape and colour having average crusting strength 40 N/mm² manufactured in double layer precast concrete blocks. The top layer of paver block should be 12 to 15 mm thick and consist cubical shape stone aggregate 8 mm size sieve 100% passing and retain on 4.75 mm size sieve , silica sand and with pure iron oxide ultra voilete stabilized pigment @ 5% by weight of cement and should be coated with lacquer having hard, high abrasive resistance and water repellent. The bottom layer should be 45 to 48 mm thick having 12 mm size sieve 100% passing aggregate as per technical specification placed on uniformly graded river sand cushioning of average compacted thickness 25 mm properly compacted with mechanical compactor with required level, grade and camber etc. complete as specified and as directed by the Engineer. Unit = sqm


b)


day

Labour

day

Material

60 mm thick Lacquer coated ( Reflective) interlocking gray cement concrete pavers Bedding Sand (screened -for 25 mm thk & jointing) c) Machinery Vibrator

sqm

cum

day


say

RW 3.20

Providing & Fixing in the carriageway interlocking 100 mm thick gray cement concrete unishape pavers in Red ( Terra Cotta), Black, Brown or any colour unishape (monolithic-single layer precast concrete blocks) with pigment @ 3% by weight of cement having average crushing strength of 50N/sq.m.m., placed on uniformly graded river sand cushioning of average compacted thickness 25 mm with proper compacting with mechanical compactor with the proper level, grade and camber etc. complete as specified and as directed by the Engineer. Unit = sqm


b)


day

Labour

day

Material

100 mm thick gray cement concrete unishape pavers (Terra Cotta) Bedding Sand (screened -for 25 mm thk & jointing) c) Machinery Vibrator

sqm cum

day


say

Code

RW 4-01

Descrip tion

Unit

Providing & Fixing kerb stones 30 cm.to 40 cm. long., 15 cm. wide, 38 cm. deep medium dressed in all exposed surfaces, set in cement mortar 1:2 on a 15 cm. thick and 25 cm. wide RMC M-10 C.C. bed including filling the joints with 1:2 C.M. pointing, curing etc. complete. Unit = Rmt

Cost for 1 RM b)

Material kerb stone M-10

No. cum

Quantity

Rate Rs

Cost Rs

Excavation and removal of material

cum

For fixing 50m a)

Labour Mason

day

Male Labour

day

C.M. 1:2

cum for 1m

Profit & overhead charges Rate per Rm=

Code

RW 7-45

Description

Unit

Providing and fiixing the barigating in double row with G.I. Sheets of 22 guage manufactured by TATA Co. and JINDAL Co. fixed on 3 inch dia. (75mm.) woden bullies which will be buried in existing road sufficeintly. Embossing of TATA/JINDAL TATA/JINDAL Brand on G.I. Sheet shall be ensured before painting with yellow and black bands of Synthetic enamel paint as per the traffic norms and as directed by the Engineer. Unit = RM

Basic rates Ballis 3" Ø G.I.. cor ru gated s heet of 2.4 G.I 2.44*0 4*0.75 .75 m.

sheet

Synth. Enamel paint

sqm

An alys al ys is fo r 500m 500 m leng le ng th No. of Bal lis =500 =500 m. /2.00m. /2.00m.

500 Nos. =

No.of G.I. (500/2.440)*2

corrugated

sheets

=

Nos. = a)

i.e. 500 i.e.

Cost of angle post per runn ing m. Cost of ballis

b) Cost of G.I. G.I. corr ugated sheet running m. 2.44*0.75 m. sheet

mt. per

Considering min. 4 times use of material reduced cost per m.=

mt.

Quantity

Rate Rs

Cost Rs

Total (a+b) = Synth. Enamel paint

mt.

Considering min. 2 times use of material reduced cost per m.= c) Labour (fixing (fixing & removing the barricating) 3 nos.carpenter for erect &dismental 50 m length 6 nos. of laboures, for erect & dismental 50 m. Toatal =

mt.

day day

Profit & overhead charges Rate per mt. =

Code

RW 1006

Description Providing & laying R.C.C. running beam in M-40 cement concrete including required formwork mixing, compacting & curing, etc. complete reinforced with 12mm dia.(Minimum 4 Nos.)M.S. main bars & 6mm Dia M.S. rings at 15cm/c/c 15 cm/c/c to be anchored in slipper slab properly with M.S. reinforcement as per drawing etc. complete as specified(Steel will not be paid separately).Contractor has to make his own arrangement for portable waterfor construction/curing with hessian cloth, etc. & will not be paid separately. Beam Size: b) 23cm. x 30cm. 30cm. Unit = RM

Unit

Cost for 1 RM Size of beam 23 cm x 30 cm. Cost of providing & laying M - 350 C.C Vol. of runner b eam / R.M. = 0.23 x 0.30 Cu.M. / Mt. = Rate for M:40 C.C. per Cu. M. a)

cum/mt Rs

Rebate Rebate for not using screed vibrators

day

Rebate for not using plate vibrators

day

Total Sundries 5 % Total Cost of owing machinary = (Say. Rs. ) = after 5 years @ 25 % salvage value

Quantity

Rate Rate Rs

Cost Rs

Minus the scrap / resale value Depriciated & Maintanance @ 25 % per annum Total 25 % per annum = Rebate for not using screed vibrators & plate vibrator Rebate /50bays*45*3*0.30

cum

After Deduction from rate of Item RW 10.01 Cost for beam of Size 23 cm x 30 cm = b)

Material Cost of reinforcement steel Wt. of reinforcement 4 Nos. 12mm dia. M. S. = 4 x 0.89 = 6/ M.S. Rings @ 15 cm. C/C Length of each ring = 2 x 19 + 2 x 26

kg

cm

+ 12 Wt./ ring = 1.02 x 0.22 = Wt. of reinforcement / mt. = 3.56 +1.57 = wastage 5 % 0.25 0.25 kg = 5.28 kg. say 5.3 kg. Say Cost of reinforcement c) Labour Labour for tieing & fixing labour for bending Profit & overhead charges

kg

kg MT MT day day

Rate per RM =

say

RW 10.17

Providing & fixing in position M.S. dowel bars of 32mm dia 55cm long & 30cm C/C whenever directed including handling, fixing, etc. complete(no extra payment will be made for applying bitumen & grease to dowel bars) Unit = sqm a)

b)

Labour Fitter

day

Labour

day

Labour for Cutting by machine

day

Material 32mm. Steel , including wastage

Nos.


say

RW 10.27

P/L R.M.C. M-10 C.C. having avg. compressive strength 13.5 Mpa grade in foundation/encasement/pavement with or without chequered design including formwork, mixing in batching plant, p lacing vibrating with plate or needle curing etc. complete as directed by the Engineer. C/s. has to make his own arrangement for water for curing with Hessian cloth etc. & will not be paid separately.(MINIMUM CEMNT CONTENT 220 Kg/m³.) Unit = cum a)

Labour (for 20 cum) mukadam

day

Mason

day

Mechanic

day

Unskilled Labour(M)

day

Unskilled Labour (female)

day

Bhisti

day Total for 20 cum = Cost per cum =

b)

Material Cement

bags

Metal I & II

cum

Sand Water for mixing & curing

cum lit

Hassan cloth =6.67 M² FOR 7 REPETITIONS= Cost fo r 20 CUM (c+d)

sqm

c)

Machinary

Needle Vibrator Plate Vibrator d) Formwork Approx. 20 M3@ 206.64/M² Formwork Cost / M3 = e) Cost of transpor tation. f) Fixed cost of the batck mix plant Total = Profit & overhead charges

day day

sqm

Rate per cum =

say

RW 10.33

Providing & laying M-40 C.C.avg. compressive strength 45 MPa and avg.flextural strength of 5.0 MPa (As per IRC 15-2002.N.1.6) procured from M.C.G.M.approved R.M.C. plant including use of approved make plasticizer / retarder & Contractors water with ice flakes and transported by transit mixer and placing at work site. Compacting finishing, initial curing by approved curing compound & Contractors water and tarring the sides of slab with hot bitumen as specified and directed (w/c ratio o.4 maximum)(vata for curring will be paid separately.) (MINIMUM CEMENT CONTENT 350 kg/m³) Unit = cum a)

Labo ur (for 40.5 cum ) mukadam

day

Mason

day

Mechanic

day

Unskilled Labour(M)

day


day

Bhisti

day

Mistry

day Total for 40.5 cum = Cost per cum =

b)

Material Cement

bags

Metal I & II

cum

Sand Ice flakes Water for mixing & curing

cum kg lit

Admixtures

lit

Curing compound

lit

Bitumen

LS

Cost for 40.5 CUM (c+d) c)

Machinary

Needle Vibrator Screed Vibrator Plate Vibrator d) Formwork Approx. 40.5 M3 Formwork

day day day

sqm Cost / M3 =

e) f)

Cost of transpor tation. Fixed cost of the batck mix plant Total = Profit & overhead charges Rate per cum =

say

RW 10.39

Extra & over for providing and using special admitures/ plasticizers to achieve required crushing & Average flexural strength 5.0 Mpa of M40 grade concrete in 7 days. NOTE :1)THIS ITEM SHOULD BE OPRATED ONLY AFTER SPECIFIC SANCTION OF DIR(E.S.& P.). NOTE: 2)FOR SPECIAL ADMIXUERES ITEMS SUCH AS ELKEM MICROSILICA, POLYPROPELYNE FIBER, BSF GLANIUM SKY,EARLY STRENGTH SUPER PLASTYSIZER, STEEL FIBER REINFORCEMENT ETC. ORIGINAL CHALAN SHOULD BE PRODUCED , FAILING WHICH NO PAYMENT TO BE MADE. Unit = cum a)

b)

Labo ur (for 40.5 cum ) Mukadam

day

Mason

day

Mechanic

day

Unskilled Labour(M)

day


day

MISTRY

day

Machinary Screed Vibrator Plate Vibrator Needle Vibrator

day day day Total for 40.5 cum = Cost per cum =

c)

Material Cement

bags

Metal I & II

cum

Sand Ice flakes

cum kg

Special Admixtures =ELECIUM-51 Special Admixtures = GLANIUMSKY784

lit lit

Water for mixing & curing

lit

Curing compound

lit

Bitumen d)

LS

Formwork Approx.40.5 M3 Formwork

sqm Cost / M3 =

e) f)

Cost of transpor tation. Fixed cost of the batck mix plant Total = Profit & overhead charges Rate per cum = Cost as per RW 10.33 = Extra & over cost =

say

Item Code: CS-EW-1 Excavation in ordinary soil upto depth 1.5M Sr. No.

Description

Unit

Quantity

Rate

Details of Cost for : 10.00 Cum 1

2

HIRE CHARGES: Hydraulic Excavator (3D) with driver and fuel (JCB) Hire and running charges of loader. Vibro Roller for compaction 5 HP pump for dewatering LABOUR : Coolie Mate/ Female coolie

A

Total Hire Charge & Labour c ost

B C

Overhead & Proffit % on A Total (A+B)

D

Per unit cost

Day Day Day Day Day Day

Say Rs.

Amount

Item Cod e: CS-EW-2-a Add for each additional lift from 1.5m to 3m Sr. No.

A

Description Details of Cost for : 10.00 Cum LABOUR : Mate/ Female coolie Semi Skilled Labour (Beldar) Total Labour

B C D E

Total (A) Overhead & Proffit % on B Total (B+C) Per unit cost

1

Unit

Quantity

Rate

Amount

Day Day

Say Rs.

Item Code: CS-EW-2-b Add for each additional lift from 3m to 4.5m Sr. No.

1

Description Details of Cost for : 10.00 Cum LABOUR : Mate/ Female coolie Semi Skilled Labour (Beldar)

A

Total Labour

B C D

Total (A) Overhead & Proffit % on B Total (B+C)

E

Per unit cost

Unit

Quantity

Rate

Day Day

Say Rs.

Amount

Item Code: CS-EW-2-c Add for each additional lift from 4.5m to 6m Sr. No.

1

Description Details of Cost for : 10.00 Cum

Unit

LABOUR : Mate/ Female coolie Semi Skilled Labour (Beldar)

A

Total Labour

B C D

Total (A) Overhead & Proffit % on B Total (B+C)

E

Per unit cost

Quantity

Rate

Amount

Day Day

Say Rs.

Item Code: CS-CW-1

Description A

B

C

Details of Cost for : 1.00 Cum Unit

MATERIALS : Stone aggregate 20mm

cum

Coarse sand

cum

Cement

tonne

LABOUR: Needle Vibrator operator

Day

Beldar

Day

Bhishti

Day

Mixer

Day

Vibrator

Day

Centering & shuttering

Sqm

Overhead & Proffit % o n A Total (A+B+C)

Quantity

Rate

Amount

Item Cod e: CS-MW-1-a

Description MATERIALS : Common burnt clay F.P.S (non modular) Bricks of class designation 7.5 Cement mortar 1:3 (1 cement : 3 coarse sand). LABOUR: Mason 1st Class Mason IInd Class Coolie Bhishti


Quantity

Rate

Amount

Rate

Amount

1000

Day Day Day Day Add C.P & OH @ % on Rate per One Cum:

Item Code: CS-MW-1-b

Description MATERIALS : Common burnt clay F.P.S (non modular) Bricks of class designation 7.5 Cement mortar 1:4 (1 cement : 4 coarse sand). LABOUR: Mason 1st Class Mason Ilnd Class Coolie Bhishti


Quantity

1000

Day Day Day Day Add C.P & OH @ % on Cost for 1.00 Cum Rate per One Cum:

Item Code : HE-2-12

Melting time reqd. per ele. in minute

Time per R.M. weld in minutes

Total Time

Length of weld per day(8hrs) in R.M.

Thickne ss of Plate in mm

Dia. of Electrode used

No. of Electro des Used

4mm

6mm

6

3.2

19.2

19.2

25

5mm

9mm

9

3.2

28.8

28.8

16.67

6mm

7mm

7

3.2

22.4

12mm

12

3.4

40.8

63.2

7.59

Code No

Descrip tion Providing and fixing MS frame and cover with its complete assembly including supply and fixing of the same etc complete for sluice valve, butterfly valves and kinetic air valve chambers and as directed and specified by Engineer In charge. The MS plate used for the cover shall be 20 mm thick.The new MS cover shall have anit skid arrangement.The anti skid arrangement shall be provided by welding 4mm thick MS flats of 50 mm width and 300 mm center to center. The rate for this item is worked out on per Nos. basis, calcualtion are done considering the cover of size 900x1200 mm. Note : Tolerance of +/5% of mentioned standard weights acceptable.

HE-2-16

Rate of electrode per No.

Cost per R.M.

Unit

Material Charges Mild Steel Plate 20 mm Thick

Kg

Mild Steel Flats 50 mm wide and 4 mm thick

Kg

MS Frame 900x1200 mm

Kg

Cost of Fabrication/ Welding

Kg

Labour Charges

Total Cost

Qty

Contra ct-ors Profit and Overhe ad Charge s

Labo ur & Mac hinery Cost Per RM

Rate

Amount

Total Rate per R.M. in Rs.

Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male Labour)

Shift

Semi Skilled Labour (Beldar)

Shift

Fitter (grade 2) /Gas cutter

Shift

A

Total Of Material, Labour & Hire

B

Overhead Sundries Water Charges and Contractors profit of % on A

Total Cost (A+B)

Per Unit Cost Code No

HE-2-3

Description Supplying, transporting MS fabricated material on site, aligning, fixing in position, tack welding including marginal cutting, synthetic Rubber packings etc. a) Minor fixtures such s man hole frame & covers, pressure and non-pressure type blank flanges, loose flanges, rings, small pieces to form sadd le pieces, ladders, platforms, stiffner rings etc. b) Major fixtures such as tees, domes, bends, branches, flange ring assembling etc. Details of cost for 9000 Kgs of MS Fabricated Material is worked out.

Rs./ Kg Unit

Assu mpti on s Cost of MS plates, strips etc is inclusive of excise duty Calculation based on fabricating materal we ighing Material Charges MS Plate 10 mm Thick Fabrication Charges

Kg Rs/K g

Add 20% extra for complexity of fabrication and minor fitment at site Labour Charges for Loading & Unloading Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male abour)

Shift

Qty

Rate

Amount

Hire Charges Mobile crane - with boom length 30m (min output 300 cu.m per shift)

Shift

Lorry Hire Charges

Shift

A


B

Overhead Sundries Water Charges and Contractors profit of 15% on A Total Cost (A+B) Rs/M .T

Per Unit Cost

Item code :- HE-3-16 Descrip tion Details of cost for butterfly valve with flange a dapter MATERIAL Butterfly Valve of Dia 1500 mm PN 1.0 Flange Adaptor of 1500 mm (PN 1.0) HIRE CHARGE LABOUR CHARGE Fitter (grade 1) / Drilling M/c Operator / Grinding Machine operator / Erector

Each Each Shift

Shift

Fitter (grade 2) /Gas cutter Semi Skilled Labour (Beldar) Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male Labour) Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male Labour) Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male Labour) Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male Labour) Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male Labour) Total Labour charge A B C

Unit

Total Material, Labour and Hire Charge Overhead and Contractors profit on A Cost of each Say

Shift Shift Shift Shift Shift Shift Shift

Qty

Rate

Amount

Code: HE-3-6 Descrip tion Details of cost for 1 sluice valve MATERIAL

Unit

Sluice Valve of dia ___mm PN 1.0 Tail Pieces HIRE CHARGE

Each Each

Welding Machine with Generator set

Qty

Rate

Amount

Qty

Rate

Amount

Shift Shift Shift

Total Hire charge LABOUR CHARGE Fitter (grade 2) /Gas cutter Welder Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male Labour)

Shift Shift Shift 0 Shift

Total Labour charge A B C

Code No

HE-4-1

Total Material, Labour and Hire Charge Overhead and Contractors profit on A Cost of each Say Description Making connection on live CI/DI main of various sizes including cutting of pipes with pipe cutting machine, providing & fixing, DI pipe upto 1 M. length of distance peice on live main , specials such as tee & collar,jointing the pipes with mechanical joint as per IS 13382 / 1992 sealing with rubber gasket of SBR, with cast iron follower gland and mild steel zinc coated nut bolts suitable for CI/DI pipe, pumping out body water, etc complete in all respect as directed by Engineer in Charge Note : (1) The required excavation, shoring, encasement in cement concrete, any pipe/specials/sluice valve provided beyond Tee will be paid separately under relevant items. Note : (2) Rebate for salvation cost of old pipe has been considered and old pipes shall be removed by the contractors as directed. One Cross Connection can be done in Half Day/Shift Material Charges _____ mm Dia. DI K9 Class Pipe

Unit

R.M

____mm x ___mm CI mechanical joint all socket tee with gasket / No. _____mm CI mechanical joint collar with gasket / No.

Nos. Nos.

Labour Charges Fitter (grade 1) / Drilling M/c Operator / Grinding Machine operator / Erector

Shift


Shift

Operator of Pump Gunite M/C or Compressor

Shift

Hire Charges Pump for Dewatering 5 Hp Pipe Cutting Machine____ mm Dia A

Total Of Material Hire Charges & Labo ur

B

Overhead and Contractors profit of __% on A

C

Rebate for salvation cost of old p ipe Salvage Cost of pipe ___mm Dia( Length of Salvage pipe = Length of Tee+ 1 m pipe + length of collar)

Shift Shift

Kg

Total Cost (A+B-C)

Per Unit Cost

Code No

HE-4-3

Description Making connection on live CI/DI water main of ….. mm dia., including cutting of pipes with cutting machine, providing & fixing, DI pipe upto 1 M. length of branch pipe, specials such as saddles, bends, distance pieces, flanges, collars etc. (suitable for lead joint), jointing the pipes with lead joint and pumping out body water etc. complete in all respects. Note : (1) The required excavation, shoring, encasement in cement concrete & sluice valve will be paid separately under relevant items. One Cross Connection can be done in One Day/Shift

Rs/N os.

Unit

Material Charges ___ mm Dia. DI K9 Class Pipe

R.M

Cost of Saddle Piece ….. mm x ….. mm

Nos.

……mm CI joint collar

Kg.

Qty

Rate

Amount

CI 90 Deg. Bend …. mm

Kg.

Rubber Gasket ….mm

Nos.

Zinc coated 16 mm dia.100 mm long bolt with nut, washers etc.

Nos.

Fuel Wood

Kg.

Kerosene

Lts.

Pig Lead 6.10 x 4 joints

Kg.

Spun yarn 0.35 x 4 Joints

Kg.


Shift


Shift


Shift

Hire Charges Centrifugal Pump 100 mm inclusive of cost of deisel A


B

Overhead and Contractors profit of 15% on A

C

Total Cost (A+B)

D

Code No

HE-4-5

Per Unit Cost Description Making connection on live MS water main of various sizes, including cost of cutting, supplying, loading, transporting on site, unloading, lowering in trenches, assembling of required MS specials, MS pipe and jointing the pipes / specials etc. with butt and lap welding joint, removing body water etc complete in all respect as directed by Engineer in Charge. For following sizes. Note : (1) The required excavation, shoring, encasement in cement concrete & supply and fixing of sluice valve will be paid separately under relevant item. The Cross Connection can be done in two Day/Shift Material Charges Cost Of MS Specials : Flange, Branch Pipe, Stiffner Plate, Doubler etc. For _____mm x_____ mm connection Oxygen - Lumpsum

Shift

Rs/N os. Unit

Nos. L.S

Qty

Rate

Amount

Acytelene - Lumpsum

L.S

Welding rods

Nos.


Shift


Shift


Shift

Welder

Shift

Hire Charges Centrifugal Pump 100 mm inclusive of cost of deisel Welding Machine with Generator Set Gas Cutter Set A


B


C

Total Cost (A+B)

D

Code No

HE-6-1

Per Unit Cost

Description Providing and fixing CI Mechanical joint split collars suitable for repair of cracks/ leakages of CI/ DI pipes of 150 mm dia. as per MCGM specifications complete with sealing rubber gasket made of SBR and galvanized 'T' bolts and nuts. The whole assembly mechanically and Hydraulically tested to the provisions laid down in IS 1538/1993 or IS 13382/1992 whichever is applicable. This item includes dewatering of bodywater cleaning of pipe and arresting leakages etc complete as directed by Engineer in Charge. Details of cost for 4 Joints ( 4 joints of 150 mm can be done in one shift) Material -------- mm Dia. Mechanical Collar Split Joint Labour Charges

Shift Shift Shift

Rs/N os.

Unit

Nos.

Qty

Rate

Amount

Fitter (grade 1) / Drilling M/c Operator / Grinding Machine operator / Erector Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male abour) Operator of Pump Gunite M/C or Compressor

Shift Shift Shift

Hire Charges Shift

Deisel Generator

Shift

A


B

Overhead Sundries Water Charges and Contractors profit of ---------% on A

C

Total Cost (A+B)

D

Code No

HE-6-4

Shift

Pump for Dewatering 5 HP 1 Nos Tipper truck with 5 cum capacity

Rs/N os.

Per Unit Cost

Description Providing and fixing CI Mechanical joint Double Socket with Flanged Tees with Branch Flanged Tees, (dimensionally described inTable - 19 of IS : 13382 / 1992) inclusive of Sealing Rubber Gasket of SBR (dimensionally described in IS :12820), Cast Iron Follower Gland and Mild Steel Nut Bolts zinc coated or otherwise protected from ru sting and suitable for CI/DI Pipes of 150 mm Dia etc complete as directed by Engineer in Charge Details of cost for 8 Joints ( 8 joints of ----- mm can be done in one shift)

Unit

Material …….mm Tees Labour Charges Fitter (grade 1) / Drilling M/c Operator / Grinding Machine operator / Erector Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male abour) A


B

Overhead Sundries Water Charges and Contractors profit of ------% on A

C

Total Cost (A+B)

D

Per Unit Cost

Nos. Shift Shift

Rs/N os.

Qty

Rate

Amount

Code HE-3-30

Descrip tion Details of cost for Kinetic air valve with sluice valve MATERIAL Kinetic Air Valve of Dia 80mm PN 1.0 Sluice Valve HIRE CHARGE LABOUR CHARGE Fitter (grade 1) / Drilling M/c Operator / Grinding Machine operator / Erector

A B C Code No

HE-4-7

Unit

Rate

Amount

Qty

Rate

Amount

Each Each

Shift

Fitter (grade 2) /Gas cutter Fitter (grade 2) /Gas cutter Welder Semi Skilled Labour (Beldar) Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male Labour) Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male Labour) Total Labour charge Total Material, Labour and Hire Charge Overhead and Contractors profit on A Cost of each Say

Shift Shift

Description Discarding the existing live CI/DI/MS water main of 150 mm Dia. by plugging the same including cost of pipes and specials, Supplying, loading, transporting on site, unloading, lowering in trenches, assembling the CI / MS pipes / specials of required diameter, etc. complete including cost of mechanical cap or and with spun yarn and molten lead including caucking etc complete in all respect as directed by Engineer in Charge & including cost of lead for following diameters. The cost of item is for plugging the water main on either side at one location. Note :(1) The required excavation, shoring, encasement in cement cement concrete & sluice valve will be paid separately under relevant items. Note :(2) Rebate for salvation cost of old pipe has been considered and old pipes shall be removed by the contractors as directed. Work can be done in one Day/Shift 1 M. pipe will be removed for capping the water main the exsisting water main will be plugged from both ends.

Unit

Material Charges CI Mechanical End Cap ---- mm Dia.

Qty

Nos.


Shift


Shift


Shift

Hire Charges Pipe Cutting machine for ---- mm Pump for Dewatering 5 Hp A


B

Overhead and Contractors profit of % on A

C

Rebate for salvation cost of old p ipe Salvage Cost of pipe ---- mm Dia ( 1 m x 32.18 kg )

D E Code No

HE-4-1

Shift Shift

Kg

Total Cost (A+B-C) Per Unit Cost Description Making connection on live CI/DI main of various sizes including cutting of pipes with pipe cutting machine, providing & fixing, DI pipe upto 1 M. length of distance peice on live main , specials such as tee & collar,jointing the pipes with mechanical joint as per IS 13382 / 1992 sealing with rubber gasket of SBR, with cast iron follower gland and mild steel zinc coated nut bolts suitable for CI/DI pipe, pumping out body water, etc complete in all respect as directed by Engineer in Charge Note : (1) The required excavation, shoring, encasement in cement concrete, any pipe/specials/sluice valve provided beyond Tee will be paid separately under relevant items. Note : (2) Rebate for salvation cost of old pipe has been considered and old pipes shall be removed by the contractors as directed. One Cross Connection can be done in Half Day/Shift Material Charges mm Dia. DI K9 Class Pipe

Rs/N os. Unit

R.M

mm x mm CI mechanical joint all socket tee with gasket / No.

Nos.

mm CI mechanical joint collar with gasket / no.

Nos.


Shift


Shift


Shift

Hire Charges

Qty

Rate

Amount

Pump for Dewatering 5 Hp Pipe Cutting Machine 300 mm Dia A


B


C

Rebate for salvation cost of old p ipe Salvage Cost of pipe 300 mm Dia( Length of Salvage pipe = Length of Tee+ 1 m pipe + length of collar)

D E Code No

HE-7-4

Shift Shift

Kg

Total Cost (A+B-C) Per Unit Cost Description The transfer of existing service connections include cutting the existing connections, plugging the holes, supplying & fixing new Gun metal ferrules, required GI fittings(heavy) supplying & fixing new 'C' class G.I.pipes up to 1 meter length and and making the hole with hand tools, including necessary excavation and backfilling etc complete in all respect as directed by Engineer in Charge . Note : (1) Rebate for salvation cost of old pipe has been considered and old pipes may be removed by the contractors as directed. (2) Only MCGM approved GI pipe brands shall be used, all pipe and pipe fittings shall be C class (heavy grade) having ISI marking.

Rs/N os. Unit

Work will be done in half Day/Shift Material 15 mm Dia Class C GI Pipe

RM

15 mm Gun metal ferrule

Nos.

15 MM GI bend

Nos.

15 mm GI union coupling

Nos.

15 mm GI elbow

Nos.

15 mm plug

Nos.

15 mm coupling

Nos.

15 mm double barrel nipple

Nos.

Spun Yarn

Kg

White Zinc

Kg

Labour Fitter (grade 1) / Drilling M/c Operator / Grinding Machine operator / Erector

Shift

Semi Skilled Labour (Beldar) Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male Labour)

Shift Shift

Qty

Rate

Amount

Hire Charges Hand Held Tools A


B

Overhead Sundries Water Charges and Contractors profit of --------% on A

C

Rebate for Salvation o f Old Pipe

D E Code No

HE-7-2

LS

Rebate for old GI 15 mm Dia Pipe ( Weight of pipe = 1.503 Kg /RM)

Kg

Salvation Cost for old ferrule 15 mm dia

Kg

Total Cost (A+B-C) Per Unit Cost Description Supplying, providing laying and jointing GI pipes in trenches of following class and diameter by wrapping them by hessian cloth with tar coating and including any nominal pipe length required to be laid above ground level, conveyance from stores to site work, all labour, necessary excavation, backfilling, giving satisfactory hydraulic test, etc complete in all respect as directed by Engineer in Charge. Note : Only MCGM approved GI pipe brands shall be used, all pipe and pipe fittings shall be C class (heavy grade) having ISI marking.

Rs/N os. Unit

Pipe laying and jointing work for 50 M length can be done in one day/Shift Material ________ mm Dia Class C GI Pipes (2 % wastage considered) Cost of Hesian Cloth for Wrapping @ 5 % of the pipe cost

R.M L.S

Labour Fitter (grade 1) / Drilling M/c Operator / Grinding Machine operator / Erector

Shift


Shift


Shift

A


B

Overhead Sundries Water Charges and Contractors profit of ___% on A

C

Total Cost (A+B)

D

Per Unit Cost

Rs/R .M

Qty

Rate

Amount

Code No

HE-8-4

Description Providing and laying 200 mm thick hand sets dry rubble soling including filling the interestics with small chips, ramming etc. complete for foundations of pedestals, chairs, thrust blocks, etc. complete in all respect and as directed by Engineer In Charge. Work of 10 Sqm can be done in one day

Unit

Qty

Rate

Amount

Qty

Rate

Amount

Material Charges RUBBLE FOR SOLING 10SqmX0.2m = 2 Cum Rubble chips 2CumX0.2 Labour Charges Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male abour) Semi Skilled Labour (Beldar) Mason (brick layer) 1st class A


B

Overhead Sundries Water Charges and Contractors profit of ___ % on A

C

Total Cost (A+B)

D

Code No

HE-8-5

Per Unit Cost Description Providing M-20 cement concrete encasement with sulphur resistance cement to pipes, in thrust blocks etc., mixing, laying, consolidating by mechanical vibrator, curing etc. complete in all respect and as directed by Engineer In Charge. (M.S. reinforcement if provided will be paid separately.)

Cum Cum

Shift Shift Shift

Rs/S qm Unit

Rate worked out for 1 brass or 2.83 CuM.of concrete Material Charges Sulphate Resisting Cement (SRC) 23 Bags = 23X50 = 1150 Kg Stone Aggregate (Metal II) : 20-32 mm nominal size Stone Aggregate (Metal I) : 6-12 mm nominal size Labour Charges Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male abour) Semi Skilled Labour (Beldar) Mason (brick layer) 1st class Supervisor/Mistry/Mukadam / Foreman Bhisti (Water Man)

M.T Cum Cum

Shift Shift Shift Shift Shift

Hire Charges A


B

Overhead Sundries Water Charges and Contractors profit of ____ % on A

C

Total Cost (A+B)

D

Code No

HE-8-26

Per Unit Cost Description Supplying, transporting and fixing S .P. fire hydrants including mouth piece, duck foot bend, S.V. as per specifications & drawing, fixing flanged socket, supplying and laying C.I./ M.S. pipe upto 2 mtrs. length and jointing the same with spun yarn, molten lead, including caucking etc. complete as d irected & as specified in tender. (as per IS : 908) Note: Construction of valve chamber will be p aid separately Assu mpti on s Cost of fire hydrant including Valve including transport (Market rate)

Rs/C um Unit

Nos.

Weight of External hydrant Number of units

Kg Nos.

Material Charges Fire Hydrant Add 5% for gaskets Hardware etc,

Nos. L.S

Labour Charges for Loading, Handling Unloading & Erection Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male abour) Fitter (grade 1) / Drilling M/c Operator / Grinding Machine operator / Erector A


B

Overhead Sundries Water Charges and Contractors profit of ….% on A

C

Total Cost (A+B)

D

Shift

Per Unit Cost

Shift Shift

Rs/N os.

Qty

Rate

Amount

Code No

HE-6-3

Description Providing and fixing CI Mechanical joint Double Socket any degree bends, (dimensionally described in IS :13382 /1992) inclusive of Sealing Rubber Gasket of SBR (dimensionally described in IS : 12820), Cast Iron Follower Gland and Mild Steel Nut Bolts zinc coated or otherwise protected fro m rusting and suitable for CI/DI pipe of size 150 mm Dia etc complete as directed by Engineer in Charge. NOTE : The averge out rate for MJ double socket 90 45 22.5 and 11.25 has been considered for " All Degree Bend" the ratio taken is 1:1:3:5 taking into consideration the usage of the joint. Details of cost for 12 Joints ( 12 joints of …...mm can be done in one shift)

Unit

Qty

Rate

Amount

Qty

Rate

Amount

Material ….. mm dia. CI Mechanical joint Double S ocket any degree bend Labour Charges Fitter (grade 1) / Drilling M/c Operator / Grinding Machine operator / Erector Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male abour) A


B

Overhead Sundries Water Charges and Contractors profit of …..% on A

C

Total Cost (A+B)

D Code No

HE-8-27-a

Per Unit Cost Description Cutting of exsisting cement concrete road upto350 mm depth by using Diamond Saw machine etc. complete in all respects and as directed by Engineer In Charge. Note : The charges for supplying water and electricity are exclusive of the ra te worked out. 20 m Cutting work can be done in one day/shift HireCharges for Generator Cost of Water Required for the job

A


B

Overhead Sundries Water Charges and Contractors profit of …...% on A

C

Total Cost (A+B)

D

Per Unit Cost

Nos.

Shift Shift

Rs/N os. Unit

L.S L.S

Rs/N os.

Item CodeHE-2-9 Description A

C

D E F

Sr No. SWD-142

Unit

Rate (Rs)

Amount (Rs)

Material Pipe Inner Diameter Outer Diameter Dimensions of plate Length of plate Thickness of plate Weight of plate/RM (additional 5% fo r wastages, spiders) including taxes

B

Qty.

m m m m m MT

Labour Helper Welder Supervisor Total - Labour Cost (inclu ding 1% labour cess) Hire Charges Mobile crane charges Truck charges Welding set with generators Gas cutting machine Total - Hire charges

day day day

day day day day

Sub Total(B+C) Overheads and profit @ % Total/RM

Description water entrances clear size of chamber

Unit

Bed concrete (M15 CC) 1.18 x 1.28 x 0.15 CC Cap (M 20 CC) including shuttering 2x(0.75+0.85) x0.23 x0.10

Cu.M

0.5

Cu. M

Precast RC Runner Beam (M.200 CC)

R. M

B.M.in cement mortar 1:4

Cu. M

Qty

Rate 0.6

Amt

2x (0.75+0.85)x0.23x0.93 -(0.25*3.14x0.3x0.3x0.23) 12 mm thk plaster in C.M.1:2 ( 2 x(0.52 +0.62) x0.93 )- (0.25 x3.14 x0.3 x0.3 )

Sq.M.

Overheads and profit @ …..% Total cost Per unit cost

Code No HE-2-1

Description

Unit

Supplying mild steel pipes to site of work / any municipal store fabricated in any ISI/ ISO certified company, from mild steel plates of approved quality and thickness, confirming to IS 3589 . The M.S. plates shall bare corresponding ISI mark. The item includes marking, cutting, rolling bending, welding using automatic submerged arc type welding machine, factory testing of pipes, loading at fab rication yard/ factory transportation to site of work/ any municipal store using truck/ trailer, unloading and stacking nea r place of work etc complete as specified and as directed by Engineer in Charge. . Each pipe shall be about 5 to 7.5 mtr. long, fabricated as per IS:3589 and suitable for 10 kg/cm2 working pressure( spirally welded pipes fabricated from strips are not acceptable) Details of cost for MS pipe …. mm ….. mm thick Assumptions Pipe Dia (NB) Pipe thickness Pipe Length (each pipe piece) Number of pipes installed in one shift Total pipe Length Pipe weight

mm mm Mtr Nos. Mtr Kg

Material Charges MS Plate ... mm Thick Fabrication Charges

Kg Rs/K g

Labour Charges for Loading & Unloading Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male abour)

Shift

Qty

Rate

Amt

Hire Charges Mobile crane - with boom length 30m (min output 300 cu.m per shift) Lorry Hire Charges A


B C

Overhead Sundries Water Charges and Contractors profit of % on A Total Cost (A+B)

D

Shift Shift

Rs/R. M

Per Unit Cost

Item Code- WSP-2-19 12.5 mm cement plaster of mix in CM1:1 (1 cement: 1 fine sand)

Code

Details of Cost for : 10.00 Sqm Description MATERIALS : Cement mortar 1:1 (1 cement : 1 fine sand) MACHINERY 40% of cost of material LABOUR : Nozzleman Helper Bhisthi

Unit

Qty

Rate

Cum

Day Day Day Total :

Add water charges @ % on Add C.P & OH @ % on Cost for 10.00 Sqm Rate per One Sqm:

Rs.

Amt

Code: FMR-7.57/2011 Structur al Steel Barricading. A.-Mater ial Requ ir emen t: -

Sr. No 1 2 3 4

Description Flats ISA 40 X 40 X 5 ISMB 250 X 125 2.5 M X 2 M X 1.25 mm thk M.S.Sheet

Length / area / volume 3.5 14.43 3.26

Unit Wt in Kg /m 1.57 3 37.3

5

9.8125

Unit R.mt R.Mt R.mt Sq.M .

Say Consider wastage @ 5%

Weight in Kgs

Rate

Amount

Rate

Amount

5.495 43.290 121.598 49.0625 219.446 219.500 10.975 230.475

Say-

B

Fabrication

Discription

231

219.500

Skilled Labour / Machine

Quantity Nos

Unit

For 8 boards fabrication requirement:Fitter Black Smith Welder Helper Supervisior Welding Machine DG set 33KVA DG Operator

2

Nos

2

6 2 6 1

Nos Nos Nos Nos

6 2 6 1

32

Hr

32

16

Hr

16

no

0.5

Add for sundries,welding roads etc @ 5 % Total=

Add 15 % overheads Total= Per Board Rate= Per Kg Rate= Say :-

C

Transportation ,Loading / unloading within lead of 10 Km up to site location 219.5

Discription For 14 nos of Barricades


Nos

Tipper Hydra Mazdoor

1 8 8

Unit

Quan tity

Rate

Amount

Day Hr Nos

CP & Overheads

Per Board Rate= Per Kg Rate= Say= D

Erection by Hydra Crane at site location (Including Cost of Drill bit ,Drilling Machine ,DG Set ,tools etc.) 219.5

Discription For 32 Barricading Boards

Skilled Labour / Machine Tata 407 Hydra Helper Driller Drill Bit Drill Machine Consumebles ,Sundries etc.

Nos 1 8 6 4 4 1.5

Unit Day Hour Nos Nos Nos 10 Hrs

L.S.

Quan tity

Rate

Amount

Add 15 % overheads Total= For one board= per kg rate Say= E

Painting

Discription


Nos

Unit

Quan tity

Rate

Amount

For two Barricades :(10Sq.M.) Painter Helper

1.5 2

Material Requirement Paint Synthetic enamal Primer Red Oxide Brush Sandpaper etc. Add 15 % overheads Total= Lettering with black Japan Paint Per Sq.M. of board=

Days Days

lit lit L.S.

no

1.63 0.8

60

say F

Less Scrap Value Discription

90% of total weight


Nos

Unit

Quan tity

Rate

207.9

Rate for 1 board 2.5 X 2 M size= Per running meter rate= Considering at least 8 repetetions = Say=

Amount

Code No.

Descrip tion

Unit

BW-2-21-a

Providing and placing in position controlled cement concrete of M-25 grade for foundation work with minimum cement 400 kg./cum. and water cement ratio not exceeding 0.4 for RCC raft foundation slab with V notches Sloped / flat / strlp footings, pile caps tie beams to required lines / levels including leveling, compacting by vibrators, curing including shuttering, centering as necessary and required etc. complete as specified and as directed but excluding reinforcement. Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork @ % of a+b+c. e) Contractor's profit & Overhead charges @ ….% on (a+b+c+d) Cost for 15 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/15

tonne cum cum cum

Quantity

Rate Rs

day day day hour hour

say

BW-5-8

Providing Fusion Bonded Epoxy Coating (FBEC) to reinfo rcin g steel bars as per IS 13620: 1993 specificatio ns fo r a coating thickness of 175 microns ( with permissible variation of 50 microns) including testing at plant etc. complete as per specification s. Unit - MT a) Material Fusion Bonded Epoxy Coating (FBEC) for 8 mm to 32 mm dia

MT

Cost Rs

Wastage in cut length @ % P.V.C coated G.I wires Repairs to cut ends and damages with special liquid epoxy & Carefull handling

MT kg cum

Transportation c) Contractor's profit & Overhead charges @......% on (a+b) Cost per sqm =

say

CS-CW-35-b

Reinfor cement fo r R.C.C. work all co mplete: - . Fe415 Details of Cost for : 100.00 Kg Description MATERIALS: Deformed twisted steel bars = 1.00 q Add % wastage = Total = 1.05 q Cover block LABOUR: For straightening, cutting, bending, binding and placing in positionBlaks smith I Class Beldar Sundries and binding wire L.S.

Unit

Quantity

Rate

Amount

quint L.S.

Day Day L.S. Total:

Add C.P & OH @ % on Cost for 1000.00 Kg Rate per One MT:

CS-CW-1-b

P/L CC inclu ding centering - All level: 1:2:4 - Coarse sand, 20mmstone aggregate. Details of Cost for : 1.00 Cum Description MATERIALS: Stone aggregate 20mm Coarse sand Cement LABOUR: Needle Vibrator operator Beldar Bhishti Mixer

Unit cum cum tonne Day Day Day Day

Quantity

Rate

Amount

Vibrator Centering & shuttering

Day Sqm Total:

Add C.P & OH @ % on Cost for 1.00 Cum Rate per One Cum: Providing & laying rough shahbad stone floor ing with 25mm thk. C.M. beding of CS-FL-04-a proportion 1:4 and pointing. Description Details of Cost for : 20.00 Sqm 1 MATERIAL: Rough shahbad Cost of cement mortar 1:4 Cement mortar 1:2 for pointing 2 LABOUR : Foreman Mason Beldar (M) Waterman A Total Material & Labour cost Total of A = B Overhead & Proffit % on A C Total (A+B) D

Unit

Quantity

Rate

Sqm Cum Cum Day Day Day Day

Per unit cost Say Rs.

HE-1-3

Supplying, lowering, laying and jointing in trenches C.I. Class 'LA' , S/S pipes conforming to IS:1536 with CI / MS specials of following diameter including chamfering cut edges of pipes for specials and fixing with Styrene Butadiene Rubber (SBR) gaskets conforming to IS:5382 & IS:12820 in proper position, grade and alignment etc complete in all respect and as directed by Engineer in Charge including conveyance of material from any municipal stores in Greater Mumbai to site of work, including cost of jointing materials and rubber rings labour, giving hydraulic testing upto 6 kg/sqm pressure etc complete as directed by Engineer in Charge ---- mm Dia Per Unit Cost of Pipe

Amount

Lowering Laying & Jointing Cost Total Cost for Supply Lowering Laying & Jointing

Rs/R.M

WATER PROOFING TREATMENT TO BASEMENT LIFT PITS

CS-WP-33

Description

Unit

Quantity

Rate

Amount

Rate

Amount

QUANTITY FOR CALCULATION : 1 SQM FOR FLOOR TREATMENT MATERIALS ROUGH SHAHABAD 20-25 mm

sqm

CEMENT

BAGS

SAND

CU.M.

WATER PROOFING COMPOUND

KG

LABOUR PAVIOR

DAY

MALE MAZDOOR

DAY

FEMALE MAZDOOR

DAY

FOR SIDE FACE MATERIALS CEMENT

BAGS

SAND

CU.M.

WATER PROOFING COMPOUND

KG

LABOUR PLASTERER

DAY

MALE MAZDOOR

DAY

FEMALE MAZDOOR

DAY Total

Add C.P & OH @15% on QUANTITY FOR 1 SQM Rate per One SQM :

CS-EW-10

Dewatering

Sr. No.

Description Details of Cost for 3HP pump for dewatering 1

Hire Charges

Unit

Quantity

Pump of 3 HP Capacity 2

Day

Labour Coolie for cleaning slush

A

Total Labour & eqipments

B

Add for tools, hire charges of pipe & i t's fixtures etc.

C

Total (A+B)

D

Overhead & Proffit 15% on C

E

Total (C+D)

F

Per unit cost (i. e. per Hr/HP)

Day

%

Say Rs.

RW 3.18

Providing & fixing in the footpath, 80 mm thick Lacquer coated (Reflective) interlocking gray cement concrete pavers in red (Terra Cotta) Black, Brown, Lemon Yellow or any colour with vermeticular or any antiskid texture on top surface of approved pattern/ shape and colour having average crusting strength 40 N/mm² manufactured in double layer precast concrete blocks. The top layer of paver block should be 12 to 15 mm thick and consist cubical shape stone aggregate 8 mm size sieve 100% passing and retain on 4.75 mm size sieve , silica sand and with pure iron oxide ultra voilete stabilized pigment @ 5% by weight of cement and should be coated with lacquer having hard, high abrasive resistance and water repellent. The bottom layer should be 45 to 48 mm thick having 12 mm size sieve 100% passing aggregate as per technical specification placed on uniformly graded river sand cushioning of average compacted thickness 25 mm properly compacted with mechanical compactor with required level, grade and camber etc. complete as specified and as directed by the Engineer. Unit = sqm

Cost for 1 sq mtr a) Labour

b)

Pavior / Tiler

day

Labour

day

Material


sqm

cum

day


say

RW 3.19

Providing & fixing in the carriageway interlocking , 100 mm thick grey cement concrete unishape pavers in red (Terra Cotta) Black, Brown, Lemon Yellow or any colour with vermeticular or any antiskid texture on top surface of approved pattern/ shape and colour having average crusting strength 50 N/mm² manufactured in double layer precast concrete blocks, as per technical specification placed on uniformly graded river sand cushioning of average compacted thickness 25 mm properly compacted with mechanical compactor with required level, grade and camber etc. complete as specified and as directed by the Engineer. Unit = sqm

Cost for 1 sq mtr a) Labour

b)

Pavior / Tiler

day

Labour

day

Material


sqm

cum

day


say

Item code :- HE-3-16-e Descrip tion HE-3-16 Details of cost for butterfly valve with flange a dapter MATERIAL Butterfly Valve of Dia ---- mm PN 1.0 Flange Adaptor of --- mm (PN 1.0) HIRE CHARGE LABOUR CHARGE Fitter (grade 1) / Drilling M/c Operator / Grinding Machine operator / Erector

Qty

Rate

Amount

Qty

Rate

Amount

Each Each Shift

Shift


Unit



Item code :- HE-3-16-f Descrip tion HE-3-16 Details of cost for butterfly valve with flange a dapter MATERIAL Butterfly Valve of Dia --- mm PN 1.0 Flange Adaptor of ---- mm (PN 1.0) HIRE CHARGE LABOUR CHARGE Fitter (grade 1) / Drilling M/c Operator / Grinding Machine operator / Erector

Unit

Each Each Shift

Shift




Code No

HE-7-3-ab-c-d &e

Description Removing and replacing existing GI pipes with new GI pipes in trenches of following class and diameter by wrapping them by hessian cloth with tar coating and including any nominal pipe length required to be laid above ground level, conveyance from stores to site work, all labour, necessary excavation, backfilling, giving satisfactory hydraulic test, etc complete in all respect as directed by Engineer in Charge. Note :1)Rebate for salvation cost of old pipe has been considered and old pipe may be removed as directed. 2) Only MCGM approved GI pipe brands shall be used, all pipe and pipe fittings shall be C class (heavy grade) having ISI marking.

Unit

Pipe laying and jointing work for 50 M length can be done in one day/Shift Material ________ mm Dia Class C GI Pipes (2 % wastage considered) Cost of Hesian Cloth for Wrapping @ 5 % of the pipe cost

R.M L.S

Labour

A

Fitter (grade 1) / Drilling M/c Operator / Grinding Machine operator / Erector

Shift


Shift


Shift


Qty

Rate

Amount

B

Overhead Sundries Water Charges and Contractors profit of ___% on A

C

Total Cost (A+B)

D

Per Unit Cost

CS-CW-1c

Rs/R.M

P/L CC includ ing centerin g - All level: 1:3:6 Coarse sand, 20mm stone Details of Cost for : 1.00 Cum Description MATERIALS: Stone aggregate 20mm Coarse sand Cement LABOUR: Needle Vibrator operator Beldar Bhishti Mixer Vibrator Centering & shuttering

Unit

Quantity

Rate

Amount

cum cum tonne Day Day Day Day Day Sqm Total:

Add C.P & OH @ % on Cost for 1.00 Cum Rate per One Cum:

Code No

Description

Unit

Qty

Rate

Amount

Code No

Description Taking access opening on C.I./ D.I.Water main by machine cut ( 2m / 3m length) and reinstating the same by using mechanical joint collar and SBR rings, including dewatering of body water and subsoil water, etc. complete in all respect and as directed by the Engineer In Charge for following diameters of CI/DI water mains: In case pipe is da maged, replacement pipe to be paid as per item rate

Unit

Qty

Rate

Amount

HE-10-1-a

For 150 mm Dia Pipe line Material Charges CI mechanical joint collar Rubber Gasket 150 mm Dia

Nos. Nos.


Shift


Shift

Coolie/Mazdoor / Needle Vibrator / Helper (Unskilled Male abour)

Shift

Hire Charges Dewatering Pump of 5HP 1 Pump for 2 shifts required Hire Charges for Pipe Cutting machine for 150 mm Dia. A


B


C

Total Cost (A+B)

D

Per Unit Cost

Shift Shift

Rs/Nos.

Code No

HE-10-1-b

Description Taking access opening on C.I./ D.I.Water main by machine cut ( 2m / 3m length) and reinstating the same by using mechanical joint collar and SBR rings, including dewatering of body water and subsoil water, etc. complete in all respect and as directed by the Engineer In Charge for following diameters of CI/DI water mains: In case pipe is damaged, replacement pipe to be paid as per item rate For 250 mm Dia Pipe line

Unit

Qty

Rate

Amount

Qty

Rate

Amount

Material Charges CI mechanical joint collar Rubber Gasket 250 mm Dia

Nos. Nos.


Shift


Shift


Shift

Hire Charges Dewatering Pump of 5HP 1 Pumps for 2 shifts required Hire Charges for Pipe Cutting machine for 250 mm Dia. A


B


C

Total Cost (A+B)

D

Per Unit Cost

Code No

HE-10-1-c

Description Taking access opening on C.I./ D.I.Water main by machine cut ( 2m / 3m length) and reinstating the same by using mechanical joint collar and SBR rings, including dewatering of body water and subsoil water, etc. complete in all respect and as directed by the Engineer In Charge for following diameters of CI/DI water mains: In case pipe is damaged, replacement pipe to be paid as per item rate

Shift Shift

Rs/Nos.

Unit

For 300 mm Dia Pipe line Material Charges CI mechanical joint collar Rubber Gasket 300 mm Dia.

Nos. Nos.


Shift


Shift


Shift

Hire Charges Dewatering Pump of 5HP 1 Pumps for 0.5 shifts required Hire Charges for Pipe Cutting machine for 300 mm Dia. A


B


C

Total Cost (A+B)

D

Per Unit Cost

Code No

HE-10-1-e


Shift Shift

Rs/Nos.

Unit

For 600 mm Dia Pipe line Material Charges CI mechanical joint collar Rubber Gasket 600 mm Dia. Labour Charges

Nos. Nos.

Qty

Rate

Amount

Fitter (grade 1) / Drilling M/c Operator / Grinding Machine operator / Erector

Shift


Shift


Shift

Hire Charges Dewatering Pump of 5HP 1Pumps for 0.75 shifts required Hire Charges for Pipe Cutting machine for 600 mm Dia. Hire Charges for Chain Pulley Block and Jack

Shift Shift Shift

Total Of Material Hire Charges & Labo ur Overhead and Contractors profit of 15% on A Total Cost (A+B) Per Unit Cost

Code No

HE-10-1-g


Rs/Nos.

Unit

For 900 mm Dia Pipe line Material Charges CI mechanical joint collar Rubber Gasket 900 mm Dia.

Nos. Nos.


Shift


Shift


Shift

Hire Charges

Qty

Rate

Amount

Dewatering Pump of 5HP 1 Pumps for 0.75 shifts required Hire Charges for Pipe Cutting machine for 900 mm Dia. Painting Machine A


B


C

Total Cost (A+B)

D

Per Unit Cost

Code No

HE-10-2-a

Description Scrapping and cleaning the internal surface of water main by mechanical scrapper including support machinary, manpower, fuel and tran sport of equipment etc complete in all respect and as directed by the Engineer In Charge and removing the scrapped material by plugging and preparing the pipe for lining for following diameters of C.I./D.I. pipes, including dewatering of body water and subsoil water, including removing scrap and debris.

Shift Shift Shift

Rs/Nos.

Unit

For 150 mm Dia Pipe line 60 M length of pipe line can be cleaned in one day

Material Charges Deisel for Tractor & other machinery

Lts

Engine Oil

Lts

Labour Charges Supervisor/Mistry/Mukadam / Foreman

Shift


Shift


Shift

Hire Charges Pipe cleaning equipment set (set of scrapers and rubber pads , PVC rods, Steel cable etc) for 8 hours

Shift

Qty

Rate

Amount

Dewatering Pump of 5HP Tractor with trolley Water Tanker 5 to 6 KL capacity

Shift Shift Hr

Hire Charges for Jeep ( Inclusive of Cost of Fuel & Driver) Trolley mounted CC TV probe per shift of 8 hours

Shift

A


B


C

Total Cost (A+B)

D

Per Unit Cost

Code No

HE-10-2-b


Shift

Rs/RM

Unit



Lts

Engine Oil

Lts


Shift


Shift


Shift


Shift

Qty

Rate

Amount


Shift Shift Hr


Shift Shift

Total Of Material Hire Charges & Labo ur Overhead and Contractors profit of 15% on A Total Cost (A+B) Per Unit Cost

Code No

HE-10-2-c


Rs/RM

Unit



Lts

Engine Oil

Lts


Shift


Shift


Shift


Shift

Qty

Rate

Amount


Shift Shift Hr


Shift

A


B


C

Total Cost (A+B)

D

Per Unit Cost

Code No

HE-10-2-e


Shift

Rs/RM

Unit



Lts

Engine Oil

Lts

Labour Charges

A

Supervisor/Mistry/Mukadam / Foreman

Shift


Shift


Shift


Shift

Qty

Rate

Amount


Shift Shift Hr


Shift Shift

Total Of Material Hire Charges & Labo ur B


C

Total Cost (A+B)

D

Per Unit Cost

Code No

HE-10-2-g


Rs/RM

Unit



Lts

Engine Oil

Lts


Shift


Shift


Shift

Hire Charges

Qty

Rate

Amount

Pipe cleaning equipment set (set of scrapers and rubber pads , PVC rods, Steel cable etc) for 8 hours

Shift


Shift Shift Hr


Shift

A


B


C

Total Cost (A+B)

D

Per Unit Cost

Code No

HE-10-4

Description Providing in situ internal cement mortar lining as per AWWA C 602- 76 standards to distributory CI/DI water mains, with cement sand ratio 1:1 (Cement 43 grade : Godhra special sand) with the use of mortar lining machine including support machinary, manpower, fuel and tran sport of equipment, dewatering of body water and subsoil water etc complete in all respect and as directed by the Engineer In Charge , for following diameters and thickness of mortar lining.

Shift

Rs/RM

Unit

Qty

Rate

Amount

Dia

Thk

Length

Volume of Cement Mortar

150 250 300 450 600 750 900

4.65 4.65 4.65 7 7 7 7

60 65 70 60 60 55 50

0.13148 0.23739 0.30678 0.59376 0.79168 0.90713 0.98960

Assu mptio ns Made.

150 mm diameter with 4.65 mm lining thickness 250 mm diameter with 4.65 mm lining thickness 300 mm diameter with 7.0 mm lining thickness 450 mm diameter with 7.0 mm lining thickness 600 mm diameter with 7.0 mm lining thickness 750 mm diameter with 7.0 mm lining thickness 900 mm diameter with 7.0 mm lining thickness

Material Required f or Cement Mortar L ining For 1 cu.m lining cement = 1030 kg and Sand 0.7125 cum (Ref Nabhi Pub Vol 1 Page 577) For hose pipe 50 mm dia and 120 m L (considering Hopper) Cum of Cement

Code No

HE-10-4-a

0.23562 Total Vol. of Cement

Cement in Kg

No. of bags of Cement

Total Vol. of Sand

150 mm diameter with 4.65 mm lining thickness 250 mm diameter with 4.65 mm lining thickness 300 mm diameter with 7.0 mm lining thickness 450 mm diameter with 7.0 mm lining thickness 600 mm diameter with 7.0 mm lining thickness 750 mm diameter with 7.0 mm lining thickness 900 mm diameter with 7.0 mm lining thickness

0.36710 0.47301 0.54240 0.82938 1.02730 1.14275 1.22522

378.11 487.2 558.67 854.26 1058.1 1177 1262

7.5622 9.744 11.173 17.085 21.162 23.541 25.24

0.09 0.17 0.22 0.42 0.56 0.65 0.71

Description Providing in situ internal cement mortar lining as per AWWA C 602- 76 standards to distributory CI/DI water mains, with cement sand ratio 1:1 (Cement 43 grade : Godhra special sand) with the use of mortar lining machine including support machinary, manpower, fuel and tran sport of equipment, dewatering of body water and subsoil water etc complete in all respect and as directed by the Engineer In Charge , for following diameters and thickness of mortar lin ing.

Unit

Qty

Rate

Amount

For 150 mm Dia Pipe line 60 M length of mortar lining work can be done in one day Material Charges Cement for Mortar Lining Work Plaster Sand Deisel for Tractor & other machinery Engine Oil

Bag Cum Lts Lts

Labour Charges Semi Skilled Labour (Beldar)

Shift


Shift

Hire Charges Cement Mortar Lining machine

Shift

Tractor with trolley Water Tanker 5 to 6 KL capacity

Shift Hr


Shift

Concrete Pump of 45 & 30 cum capacity Concrete Mixer - 1 cum

A


B


C

Total Cost (A+B)

D

Per Unit Cost

Code No

HE-10-4-b

Description Providing in situ internal cement mortar lining as per AWWA C 602- 76 standards to distributory CI/DI water mains, with cement sand ratio 1:1 (Cement 43 grade : Godhra special sand) with the use of mortar lining machine including support machinary, manpower, fuel and tran sport of equipment, dewatering of body water and subsoil water etc complete in all respect and as directed by the Engineer In Charge , for following diameters and thickness of mortar lining. For 250 mm Dia Pipe line

Shift Shift Shift

Rs/RM

Unit

65 M length of mortar lining work can be done in one day Material Charges Cement for Mortar Lining Work Plaster Sand Deisel for Tractor & other machinery Engine Oil

Bag Cum Lts Lts


Shift


Shift

Hire Charges

Qty

Rate

Amount

Cement Mortar Lining machine Tractor with trolley Water Tanker 5 to 6 KL capacity Hire Charges for Jeep ( Inclusive of Cost of Fuel & Driver) Trolley mounted CC TV probe per shift of 8 hours Concrete Pump of 45 & 30 cum capacity Concrete Mixer - 1 cum

A


B


C

Total Cost (A+B)

D

Per Unit Cost

Code No

HE-10-4-c


Shift Shift Hr Shift Shift Shift Shift

Rs/RM

Unit

For 300 mm Dia Pipe line 70 M length of mortar lining work can be done in one day Material Charges Cement for Mortar Lining Work Plaster Sand Deisel for Tractor & other machinery Engine Oil

Bag Cum Lts Lts


Shift


Shift

Qty

Rate

Amount

Hire Charges Cement Mortar Lining machine Tractor with trolley Water Tanker 5 to 6 KL capacity Hire Charges for Jeep ( Inclusive of Cost of Fuel & Driver) Trolley mounted CC TV probe per shift of 8 hours Concrete Pump of 45 & 30 cum capacity Concrete Mixer - 1 cum

A


B


C

Total Cost (A+B)

D

Per Unit Cost

Code No

HE-10-4-e



Rs/RM

Unit

For 600 mm Dia Pipe line 60 M length of mortar lining work can be done in one day Material Charges Cement for Mortar Lining Work

Bag

Plaster Sand Deisel for Tractor & other machinery

Cum

Engine Oil Labour Charges

Lts Lts

Qty

Rate

Amount


Shift


Shift


A


B


C

Total Cost (A+B)

D

Per Unit Cost

Code No

HE-10-4-g



Rs/RM Unit

For 900 mm Dia Pipe line 50 M length of mortar lining work can be done in one day Material Charges Cement for Mortar Lining Work

Bag

Plaster Sand Deisel for Tractor & other machinery

Cum

Engine Oil Labour Charges

Lts Lts

Qty

Rate

Amount


Shift


Shift


A


B


C

Total Cost (A+B)

D

Per Unit Cost

RW 5.10


Rs/RM

P/L hot mixed graded Bituminous macadam with 3.30% ( with tolderance of +0.3) of 60/70 pen. Bitumen by weight of mix to the required grade, level and camber, rolling with 10/12 tones power roller,vibratory roller & sensor paver etc. complete as specified and as directed, using grading of II 'MORTH" and adding anti stripping agent 1.00% of by weight of bitumen )do--do-to thickness of 50mm.(using new material).(As per New Road Specifications Clause No. 351) Unit = cum Cost for 1 MT a)

Labour

Labours For sprading & laying b) Material Fine Aggregate Grit/Stone dust Coarse Aggregate Metal Bitumen 60/70 {(3.30% of material (±3% tolerance)}

day cum cum kg

Rate Analysis Format

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