d Site:
0 Computer Code No. :
Location : W1
Pune Default Date : Revised on Date : U nit :
Item No. : FDAPL/WP/VIII/3 Description :
Jan 0, 00 14-08-06 per sqm
Box type W/P to RCC raft, walls
Providing box type waterproofing treatment to RCC raft, wall, footings, columns, beams in basement by fixing rough shahabad stone slabs of about 25 mm thickness in C:M. 1:3 with waterproofing layer in between shahabad stone and slab bottom/ wall surfaces well pointed with cement plaster mixed with waterproofing compound carefully well pressed and cured. The said treatment shall be carried out at the hands of approved waterproofing agency. Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Shahabad stone with 5% wastag d) Waterproofing compound 2
Labours : Masons for laying tiles & finishing Unskilled labour
3
Center tering ing & Sh Shu utteri ering Nil
4
Others
Quantity
U n it
Rate per
A m o un t
1.28 0.04 1.05 0.60
Bags Cum Sqm. Kg.
245.00 1060.00 8 2 .5 0 4 0 .0 0
313.60 42.40 86.63 24.00
0.15 0.30
No. No.
150.00 8 0 .0 0
22.50 24.00
0 .0 0
0 .0 0
0.00
513.13 5 6 7
Tools & Plan Plantts Ch Charges ges Water charges Elect ectricit city Char harges ges
2.00% 0.50% 0.00%
on total (A) on total (A) on total (A)
10.26 2 .5 7 0 .0 0 525.95
8
Over head & Profit
15.00%
on total (B)
78.89 604.85
TOTAL
Say Rs.
Prepared by :
605 /- Per
per sqm
Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : W2
Pune Default Date : Revised on Date : U nit :
Item No. : FDAPL/WP/VIII/2 Description :
Jan 0, 00 14-08-06 per Cum
Brickbat water proofing for toilets
Providing & laying brick bat coba of required thickness in C:M. 1:4 over the specified area including rubbing and cleaning the base formwork if necessary giving proper slope compacting and curing etc. complete, (in sunk sunk portion of toilets) including providing and fixing 1" dia GI water escape pipe etc. complete. Sr.No. 1
2
3
4 5 6
7
Particulars Quantity Assuming the thickness of 200mm Materials : a) Cement 0.63 b) Sand 0.07 c) Brickbats 0.16 d) Waterproofing compound 0.63 e) 1" dia. GI pipe 0.30
Bags Cum Cum Kg. Rmt.
245.00 1060.00 250.00 4 0 .0 0 8 9 .0 0
154.35 74.20 40.00 25.20 26.70
Labours : Laying of brickbats & finishing Mason Helper
0.50 0.50
No. No.
200.00 8 0 .0 0
100.00 40.00
Others Lift
1.00
Cum
1 7 .7 5
17.75
TOTAL (A)
478.20 9 .5 6 2 .3 9 0 .0 0
TOTAL (B)
490.16 73.52
TOTAL
563.68
Tools & Plan Plantts Ch Charges ges Water charges Elect ectricit city Char harges ges
Over head & Profit Costing for 0.2 cum
2.00% 0.50% 0.00%
15.00%
U n it
Rate per
on total (A) on total (A) on total (A)
on total (B)
A m o un t
2,818 2,818 /- Per
Say Rs.
per Cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : W3
Item No. : FDAPL/WP/VIII/1 Description :
Pune Default Date : Revised on Date : U nit :
Jan 0, 00 14-08-06 per sqm
Brickbat water proofing for terrace
Providing and laying cement cement bonded waterproofing treatment using brick bats bats fixed in concrete concrete 1:2:4 in required slope and finishing top with neat cement punning, marking lines at 300 mm c/c including providing and mixing waterproofing compound ( work to be carried out at the hands of approved nominated sub contractors) including curing, testing against watertightness Sr.No.
Particulars Quantity Assuming 1 sqm. Of area with 115 thk. Coba
U n it
Rate per
A m o un t
a) Cement b) Sand c) Metal d) Brickbats e) Waterproofing compound
0.40 0.03 0.03 0.08 0.43
Bags Cum Cum Cum Kg.
245.00 1060.00 340.00 250.00 4 0 .0 0
98.74 31.80 10.20 20.00 17.20
Labours : Laying of brickbats & finishing Mason Helper
0.40 0.40
No. No.
200.00 8 0 .0 0
80.00 32.00
Others Lift
0.12
Cum
1 7 .7 5
2 .0 4
TOTAL (A)
291.98 5 .8 4 1 .4 6 0 .0 0
1
2
3
4 5 6
Tools & Plan Plantts Ch Charges ges Water charges Elect ectricit city Char harges ges
2.00% 0.50% 0.00%
on total (A) on total (A) on total (A)
7
Over head & Profit
15.00%
TOTAL (B)
299.28 44.89
TOTAL
344.17
on total (B)
344 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : W4
Item No. : 35 Description :
Pune Default Date : Revision on Date : Unit :
Jan 0, 00 14-08-06 per sqm
Chemical w/p for terrace, toilets
Providing and applying approved waterproofing chemical as per manufacturer's specifications to terrace slab, toilet bottoms and sides, balconies etc wherever required with all labour and material Sr.No. Particulars 1 Materials : Rate given by water proofing agency
2
Labours :
3
Center tering ing & Sh Shu utteri ering Nil
4
Others
5 6
Tools & Plan Plantts Ch Charges ges Water charges
Quantity
1.00
2.00% 0.50%
U n it
Sqm
on total (A) on total (A)
Rate per
A m o un t
275.00
275.00
TOTAL (A)
275.00 5 .5 0 1 .3 8
7
8
Elect ectricit city Char harges ges
Over head & Profit
1.00%
15.00%
on total (A)
2 .7 5 TOTAL (B)
284.63 42.69
TOTAL
327.32
on total (B)
327 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : W3
Item No. : FDAPL/PAINT/IX/1 Description :
0 Default Date : Revised on Date : U nit :
Jan 0, 00 14-08-06 per sqm
White wash
Providing and applying white wash to walls and ceilings , to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, including scaffolding of required type, all labour and material complete. Sr.No. 1
2
Particulars Assuming 10sqm of area Materials : a) Slaked Lime b) Ultramarine blue c) Glue d) Sodium chloride
Quantity
2.80 7.00 8.00 365.00
U n it
Kg. Gram Gram Gram
Rate per
A m o un t
1 .5 0 0 .1 1 0 .0 5 0 .0 1
4 .2 0 0 .8 0 0 .3 9 3 .6 5
100.00 8 0 .0 0
22.50 8 .4 0
Labours :
For 10 sqm. Area , labour required = (0.085+0.035) for first coat & (0.07+.035)*2 for two coat Lime washer Helper 3
Others
0.23 0.11
No. No.
4 5 6
7
Tools & Plan Plantts Ch Charges ges Water charges Elect ectricit city Char harges ges
Over head & Profit
2.00% 0.50% 0.00%
15.00%
TOTAL (A)
39.95 0 .8 0 0 .2 0 0 .0 0
TOTAL (B)
40.94 6 .1 4
TOTAL
47.09
on total (A) on total (A) on total (A)
on total (B)
For 10 sqm costing = 63/-
5 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : W3
Item No. : FDAPL/PAINT/IX/2 Description :
0 Default Date : Revised on Date : U nit :
Jan 0, 00 14-08-06 per sqm
Dry distemper
Providing and applying dry distemper of approved make, colour and shade to walls and ceilings , to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, including scaffolding of required type, all labour and material complete. Sr.No. 1
2
Particulars Assuming 10sqm of area Materials : a) Dry distemper b) Glue d) Putty
Quantity
U n it
Rate per
A m o un t
1.35 80.00 0.20
Kg. Gram Kg.
6 7 .0 0 0 .0 5 4 0 .9 5
90.45 3 .9 1 8 .1 9
0.37 0.09
No. No.
150.00 8 0 .0 0
54.75 7 .2 0
Labours :
For 10 sqm. Area , labour required = (0.22+0.05) for first coat & (0.145+.04) for second coat Painter Helper
3
4 5 6
7
Others
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.00%
15.00%
TOTAL (A)
164.50 3.29 0.82 0.00
TOTAL (B)
168.61 25.29
TOTAL
193.90
on total (A) on total (A) on total (A)
on total (B)
For 10 sqm costing = 290/-
19 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : W3
Item No. : FDAPL/PAINT/IX/3 Description :
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per sqm
Oil bound distemper
Providing and applying oil bound distemper of approved make,colour and shade to walls and ceilings , to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, filling the cracks, putty filling, rubbing etc including scaffolding of required type, all labour and material complete. Sr.No. 1
2
Particulars Assuming 10sqm of area Materials : a) OBD b) Primer c) Glue d) Whitning e) Putty Labours :
For 10 sqm. Area , labour required = (0.275+0.06) for first coat & (0.22+.05) for second coat
Quantity
1.50 0.85 80.00 1.00 0.20
Unit
Kg. lts. Gram Kg. Kg.
Rate per
90.00 60.90 0.05 20.00 40.95
Amount
135.00 51.77 3.91 20.00 8.19
Painter Helper 3
4 5 6
7
0.50 0.11
No. No.
150.00 80.00
74.25 8.80
TOTAL (A)
301.91 6.04 1.51 0.00
TOTAL (B)
309.46 46.42
TOTAL
355.88
Others
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.00%
15.00%
on total (A) on total (A) on total (A)
on total (B)
For 10 sqm costing = 371.5/-
36 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. : Item No. : FDAPL/PAINT/IX/4 Description :
Location : W3
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per sqm
Synthetic enamel paint
Providing and applying synthetic enamel paint of approved make,colour and shade to walls and ceilings , to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, filling the cracks, putty filling, rubbing etc including scaffolding of required type, all labour and material complete. Sr.No. Particulars Quantity Unit Rate per Amount Assuming 10sqm of area 1 Materials : a) Synthetic enamel 1.50 Kg. 141.75 212.63 b) Primer 0.85 lts. 60.90 51.77 c) Glue 80.00 Gram 0.05 3.91 d) Whitning 1.00 Kg. 20.00 20.00 e) Putty 0.20 Kg. 40.95 8.19 2
Labours :
For 10 sqm. Area , labour required = (0.295+0.09) for first coat & (0.265+.06) for second coat Painter Helper 3
4 5 6
7
0.56 0.15
No. No.
150.00 80.00
84.00 12.00
TOTAL (A)
392.49 7.85 1.96 0.00
TOTAL (B)
402.30 60.34
TOTAL
462.64
Others
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.00%
15.00%
on total (A) on total (A) on total (A)
on total (B)
For 10 sqm costing = 482.95/-
46 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : W3
Item No. : FDAPL/PAINT/IX/6 Description :
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per sqm
Lustre paint
Providing and applying lustre paint of approved make,colour and shade to walls and ceilings , to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, filling t he cracks, putty filling, rubbing etc including scaffolding of required type, all labour and material complete. Sr.No. 1
Particulars Assuming 10sqm of area Materials : a) Luster paint b) Primer c) Glue
Quantity
1.50 0.85 80.00
Unit
Ltr. lts. Gram
Rate per
218.75 60.90 0.05
Amount
328.13 51.77 3.91
d) Whitning e) Putty 2
1.00 0.30
Kg. Kg.
20.00 40.95
20.00 12.29
0.85 0.30
No. No.
150.00 80.00
127.88 23.76
TOTAL (A)
567.72 11.35 2.84 0.00
TOTAL (B)
581.91 87.29
TOTAL
669.20
Labours :
For 10 sqm. Area , labour required = (0.4+0.15) for first coat & (0.375+.12) for second coat Painter Helper 3
4 5 6
7
Others
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.00%
15.00%
on total (A) on total (A) on total (A)
on total (B)
For 10 sqm costing = 623.93/-
67 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : W3
Item No. : FDAPL/PAINT/IX/7 Description :
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per sqm
Cement paint
Providing and applying cement paint of approved make,colour and shade to walls and wherever required to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, filling the cracks, putty filling, rubbing , curing etc including scaffolding of required type, all labour and material complete. Sr.No. Particulars Quantity Unit Rate per Amount Assuming 10sqm of area 1 Materials :
2
3
4 5 6
7
a) Cement paint b) Putty
4.00 0.15
Kg. Kg.
49.35 40.95
197.40 6.14
Labours : For 10 sqm. Area , labour required = (0.25+0.15) for first coat & (0.2+.1) for second coat Painter Helper Unskilled
0.45 0.25 0.20
No. No. No.
150.00 80.00 80.00
67.50 20.00 16.00
TOTAL (A)
307.04 6.14 1.54 0.00
TOTAL (B)
314.72 47.21
TOTAL
361.93
Others
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.00%
15.00%
on total (A) on total (A) on total (A)
on total (B)
For 10 sqm costing = 377.82/-
36 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : W3
Item No. : FDAPL/PAINT/IX/8 Description :
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per sqm
Sandtex paint
Providing and applying sandtex paint of approved make,colour and shade to walls and wherever required to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, filling the cracks, putty filling, rubbing , curing etc including scaffolding of required type, all labour and material complete. Sr.No. Particulars Quantity Unit Rate per Amount Assuming 10sqm of area 1 Materials :
2
3
4 5 6
7
a) Sandtex paint b) Cement paint c) Putty
4.50 1.50 0.20
Kg. Kg. Kg.
86.36 49.35 40.95
388.63 74.03 8.19
Labours : For 10 sqm. Area , labour required = (0.3+0.1) for first coat & (0.25+.1) for second coat Painter Helper Unskilled
0.65 0.20 0.20
No. No. No.
150.00 80.00 80.00
97.50 16.00 16.00
TOTAL (A)
600.35 12.01 3.00 0.00
TOTAL (B)
615.35 92.30
TOTAL
707.66
Others
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.00%
15.00%
on total (A) on total (A) on total (A)
on total (B)
For 10 sqm costing = 761.5/-
71 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : W3
Item No. : FDAPL/PAINT/IX/9 Description :
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per sqm
Antifungal paint
Providing and applying anti fungal paint of approved make,colour and shade to walls to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, filling the cracks, putty f illing, rubbing , curing etc including scaffolding of required type, all labour and material complete. Sr.No.
Particulars
Quantity
Unit
Rate per
Amount
1
2
3
4 5 6
7
Assuming 10sqm of area Materials : a) Antifungal paint b) Cement paint c) Putty
4.50 1.50 0.20
Kg. Kg. Kg.
123.38 49.35 40.95
555.19 74.03 8.19
Labours : For 10 sqm. Area , labour required = (0.3+0.1) for first coat & (0.25+.1) for second coat Painter Helper Unskilled
0.65 0.30 0.20
No. No. No.
150.00 80.00 80.00
97.50 24.00 16.00
TOTAL (A)
774.90 15.50 3.87 0.00
TOTAL (B)
794.28 119.14
TOTAL
913.42
Others
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.00%
15.00%
on total (A) on total (A) on total (A)
on total (B)
For 10 sqm costing = 953.22/-
91 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : W3
Item No. : FDAPL/PAINT/IX/5 Description :
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per sqm
Plastic emulsion paint
Providing and applying plastic emulsion paint of approved make,colour and shade to walls and ceilings , to concrete / brick /block/ stone surfaces including preparing the surface by cleaning, filling the cracks, putty filling, rubbing etc including scaffolding of required type, all labour and material complete. Sr.No.
Particulars
Quantity
Unit
Rate per
Amount
1
2
Assuming 10sqm of area Materials : a) Plastic emulsion paint b) Primer c) Glue d) Whitning e) Putty
1.75 0.85 80.00 1.25 0.40
Kg. lts. Gram Kg. Kg.
205.15 60.90 0.05 20.00 40.95
359.01 51.77 3.91 25.00 16.38
0.80 0.40
No. No.
150.00 80.00
120.00 32.00
TOTAL (A)
608.06 12.16 3.04 0.00
TOTAL (B)
623.27 93.49
TOTAL
716.75
Labours :
For 10 sqm. Area , labour required = (0.425+0.25) for first coat & (0.375+.15) for second coat Painter Helper 3
4 5 6
7
Others
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.00%
15.00%
For 10 sqm costing = 553.7/-
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
72 /- Per
per sqm
Prepared by : Name : _________________________________
Sign: ________________
. 0.0152 1.2768
refer page 109 & 75
17.7
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/1 Description :
Jan 0, 00 14-08-06 per Sqm.
Ac trafford 6mm thk.sheets
Providing and fixing in position AC sheet roofing with 6mm thick Trafford sheets at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material.
Sr.No. 1
Particulars Quantity Assuming area of 15 x 4 = 60 sqm. Materials : a) AC trafford sheets 72.77 (adding 100mm for side laps & 200mm for end lap & 5% for wastage)
3
7
Amount
149.10
10849.26
c) J hooks & nuts d) GI flat washer 2mm thk.
0.30 64.00 0.30
Kg. Nos. Kg.
32.00 6.30 47.25
9.60 403.20 14.18
Labours : For fixing the sheets
60.00
Sqm.
35.00
2100.00
0.00
0.00
TOTAL (A)
13376.24 267.52 0.00 66.88
TOTAL (B)
13710.64 2056.60
TOTAL
15767.24
Others Nil
4 5 6
Rate per
Sqm.
b) Bitumen washers 3mm thk.
2
Unit
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.00% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Costing for 60 sqm. area
Say Rs.
263 /- Per
per Sqm.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/2 Description :
Jan 0, 00 14-08-06 per Rmt.
Ac 6mm thk.ridges
Providing and fixing in positional AC ridges as required including all fixing accessories complete Sr.No. Particulars 1 Materials : a) AC ridges (adding 5% for wastage)
3
7
Rate per
Amount
Rmt.
94.50
99.23
c) J hooks & nuts d) GI flat washer 2mm thk.
0.02 2.00 0.02
Kg. Nos. Kg.
32.00 6.30 47.25
0.64 12.60 0.95
Labours : For fixing the sheets
1.00
Rmt
25.00
25.00
0.00
0.00
TOTAL (A)
138.41 2.77 0.00 0.69
TOTAL (B)
141.87 21.28
TOTAL
163.15
Others Nil
4 5 6
Unit
1.05
b) Bitumen washers 3mm thk.
2
Quantity
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.00% 0.50%
15.00%
Say Rs. Prepared by :
on total (A) on total (A) on total (A)
on total (B)
163 /- Per
per Rmt.
Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/3 Description :
Jan 0, 00 14-08-06 per Sqm.
Ac trafford 6mm thk.sheets cladding
Providing and fixing in position AC sheet roofing with 6mm thick Trafford sheets at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material. For Cladding, flashing etc. Sr.No. 1
Particulars Quantity Assuming area of 15 x 4 = 60 sqm. Materials : a) AC trafford sheets 69.30 (adding 100mm for side laps & 5% for wastage) b) Bitumen washers 3mm thk. c) J hooks & nuts d) GI flat washer 2mm thk.
2
3
Labours : For fixing the sheets
7
Rate per
Amount
Sqm.
149.10
10332.63
0.30 48.00 0.30
Kg. Nos. Kg.
32.00 6.30 47.25
9.60 302.40 14.18
1.00
Sqm.
42.00
42.00
0.00
0.00
TOTAL (A)
10700.81 214.02 0.00 53.50
TOTAL (B)
10968.33 1645.25
TOTAL
12613.57
Others Nil
4 5 6
Unit
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.00% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Costing for 60 sqm. area
Say Rs.
210 /- Per
per Sqm.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/4 Description :
Jan 0, 00 14-08-06 per Rmt.
Ac gutter
Providing and fixing in required slope AC gutter including fixing with MS flat brackets at 600 mm c/c of required size, filling the joints with polysulphide sealants etc with all labour and material and testing against watertightness. (MS bracket to be measured & paid separately) Sr.No. Particulars 1 Materials : a) AC Gutter (adding 5% for wastage)
3
7
Rate per
Amount
Rmt.
105.00
110.25
c) J hooks & nuts d) GI flat washer 2mm thk.
0.02 2.00 0.02
Kg. Nos. Kg.
32.00 6.30 47.25
0.64 12.60 0.95
Labours : For fixing the sheets
1.00
Rmt
25.00
25.00
0.00
0.00
TOTAL (A)
149.44 2.99 0.00 0.75
TOTAL (B)
153.17 22.98
TOTAL
176.15
Others Nil
4 5 6
Unit
1.05
b) Bitumen washers 3mm thk.
2
Quantity
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.00% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
176 /- Per
Say Rs.
per Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/5 Description :
Jan 0, 00 14-08-06 per Sqm.
MS precoated sheets
Providing and fixing in position MS precoated sheet roofing of 0.55 mm thickness of ISPAT or any other equivalent make at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material. Sr.No. 1
Particulars Quantity Assuming area of 15 x 5.6 = 84 sqm. Materials : a) MS precoated sheets 97.74 0.55mm (adding 70mm for side laps & 200mm for end lap & 5% for wastage)
3
7
Amount
319.00
31180.50
c) J hooks & nuts d) GI flat washer 2mm thk.
0.38 80.00 0.38
Kg. Nos. Kg.
32.00 6.30 47.25
12.00 504.00 17.72
Labours : For fixing the sheets
84.00
Sqm.
72.80
6115.20
0.00
0.00
TOTAL (A)
37829.41 756.59 0.00 189.15
TOTAL (B)
38775.15 5816.27
Others Nil
4 5 6
Rate per
Sqm.
b) Bitumen washers 3mm thk.
2
Unit
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.00% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Costing for 84 sqm. area
TOTAL
531 /- Per
Say Rs.
44591.42
per Sqm.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/2 Description :
Jan 0, 00 14-08-06 per Rmt.
MS precoated ridges
Providing and fixing in position MS precoated ridges as required including all fixing accessories complete Sr.No. Particulars 1 Materials : a) MS precoated ridges (adding 5% for wastage)
3
7
Rate per
Amount
Rmt.
181.50
190.58
c) J hooks & nuts d) GI flat washer 2mm thk.
0.02 2.00 0.02
Kg. Nos. Kg.
32.00 6.30 47.25
0.64 12.60 0.95
Labours : For fixing the sheets
1.00
Rmt
55.00
55.00
0.00
0.00
TOTAL (A)
259.76 5.20 0.00 1.30
TOTAL (B)
266.25 39.94
TOTAL
306.19
Others Nil
4 5 6
Unit
1.05
b) Bitumen washers 3mm thk.
2
Quantity
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.00% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
306 /- Per
Say Rs.
per Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/3 Description :
Jan 0, 00 14-08-06 per Sqm.
MS precoated .55mm thk.sheets cladding
Providing and fixing in position MS precoated sheet roofing of 0.55 mm thickness of ISPAT or any other equivalent make at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material. For Cladding Sr.No. 1
Particulars Quantity Assuming area of 15 x 2 = 30 sqm. Materials : a) MS precoated sheets 33.71 0.55mm (adding 70mm for side laps & 5% for wastage)
3
7
Amount
319.00
10751.90
c) J hooks & nuts d) GI flat washer 2mm thk.
0.23 48.00 0.23
Kg. Nos. Kg.
32.00 6.30 47.25
7.20 302.40 10.63
Labours : For fixing the sheets
32.00
Sqm.
90.00
2880.00
0.00
0.00
TOTAL (A)
13952.13 279.04 0.00 69.76
TOTAL (B)
14300.93 2145.14
Others Nil
4 5 6
Rate per
Sqm.
b) Bitumen washers 3mm thk.
2
Unit
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.00% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Costing for 32 sqm. area
TOTAL
514 /- Per
Say Rs.
16446.07
per Sqm.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/4 Description :
Jan 0, 00 14-08-06 per Rmt.
MS precoated gutter
Providing and fixing in required slope precoated sheet gutter including fixing with MS flat brackets at 600 mm c/c of required size, filling the joints with polysulphide sealants etc with all labour and material and testing against watertightness. (MS bracket to be measured & paid separately) Sr.No. Particulars 1 Materials : a) MS precoated Gutter (adding 5% for wastage)
3
7
Rate per
Amount
Rmt.
216.15
226.96
c) J hooks & nuts d) GI flat washer 2mm thk.
0.02 2.00 0.02
Kg. Nos. Kg.
32.00 6.30 47.25
0.64 12.60 0.95
Labours : For fixing the sheets
1.00
Rmt
90.00
90.00
0.00
0.00
TOTAL (A)
331.14 6.62 0.00 1.66
TOTAL (B)
339.42 50.91
Others Nil
4 5 6
Unit
1.05
b) Bitumen washers 3mm thk.
2
Quantity
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.00% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
TOTAL
390 /- Per
Say Rs.
390.33
per Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/5 Description :
Jan 0, 00 14-08-06 per Sqm.
Alluminium sheets
Providing and fixing in position aluminium sheet roofing with 0.6 mm thick sheets at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material.
Sr.No. 1
Particulars Quantity Assuming area of 15 x 5.6 = 84 sqm. Materials : a) MS precoated sheets 97.74 0.55mm (adding 70mm for side laps & 200mm for end lap & 5% for wastage)
Rate per
Amount
Sqm.
415.80
40642.16
c) J hooks & nuts d) GI flat washer 2mm thk.
0.38 80.00 0.38
Kg. Nos. Kg.
32.00 6.30 47.25
12.00 504.00 17.72
Labours : For fixing the sheets
84.00
Sqm.
72.80
6115.20
b) Bitumen washers 3mm thk.
2
Unit
3
Centering & Shuttering Nil
4
Others Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00 0.00 0.00
2.00% 0.00% 0.50%
15.00%
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
47291.08 945.82 0.00 236.46
TOTAL (B)
48473.36 7271.00
TOTAL
55744.36
on total (A) on total (A) on total (A)
on total (B)
Costing for 84 sqm. area
664 /- Per
Say Rs.
per Sqm.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/10 Description :
Jan 0, 00 14-08-06 per Rmt.
Alluminium ridges
Providing and fixing in position aluminium ridges as required including all fixing accessories complete
Sr.No. Particulars 1 Materials :
Quantity
Unit
Rate per
Amount
a) MS precoated ridges (adding 5% for wastage)
1.05
Rmt.
236.50
248.33
c) J hooks & nuts d) GI flat washer 2mm thk.
0.02 2.00 0.02
Kg. Nos. Kg.
32.00 6.30 47.25
0.64 12.60 0.95
Labours : For fixing the sheets
1.00
Rmt
55.00
55.00
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
317.51 6.35 0.00 1.59
TOTAL (B)
325.45 48.82
TOTAL
374.26
b) Bitumen washers 3mm thk.
2
3
Centering & Shuttering Nil
4
Others Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00 0.00 0.00
2.00% 0.00% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Say Rs.
374 /- Per
per Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date :
Jan 0, 00
Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/11 Description :
14-08-06 per Sqm.
Alluminium sheets cladding
Providing and fixing in position aluminium sheet roofing with 0.6 mm thick sheets at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material. For cladding
Sr.No. 1
Particulars Quantity Assuming area of 15 x 2 = 30 sqm. Materials : a) MS precoated sheets 33.71 0.55mm (adding 70mm for side laps & 5% for wastage)
Amount
415.80
14014.54
c) J hooks & nuts d) GI flat washer 2mm thk.
0.23 48.00 0.23
Kg. Nos. Kg.
32.00 6.30 47.25
7.20 302.40 10.63
Labours : For fixing the sheets
32.00
Sqm.
90.00
2880.00
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
17214.77 344.30 0.00 86.07
3
Centering & Shuttering Nil
4
Others Nil
5 6 7
Rate per
Sqm.
b) Bitumen washers 3mm thk.
2
Unit
Tools & Plants Charges Water charges Electricity Charges
0.00 0.00 0.00
2.00% 0.00% 0.50%
on total (A) on total (A) on total (A)
8
Over head & Profit
15.00%
TOTAL (B)
17645.14 2646.77
TOTAL
20291.91
on total (B)
Costing for 30 sqm. area
676 /- Per
Say Rs.
per Sqm.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/12 Description :
Jan 0, 00 14-08-06 per Rmt.
Alluminium gutter
Providing and fixing in required slope aluminium gutter including fixing with MS flat brackets at 600 mm c/c of required size, filling the joints with polysulphide sealants etc with all labour and material and testing against watertightness. (MS bracket to be measured & paid separately)
Sr.No. Particulars 1 Materials : a) MS precoated Gutter (adding 5% for wastage)
Unit
Rate per
Amount
1.05
Rmt.
302.50
317.63
c) J hooks & nuts d) GI flat washer 2mm thk.
0.02 2.00 0.02
Kg. Nos. Kg.
32.00 6.30 47.25
0.64 12.60 0.95
Labours : For fixing the sheets
1.00
Rmt
90.00
90.00
b) Bitumen washers 3mm thk.
2
Quantity
3
Centering & Shuttering Nil
4
Others Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00 0.00 0.00
2.00% 0.00% 0.50%
15.00%
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
421.81 8.44 0.00 2.11
TOTAL (B)
432.36 64.85
TOTAL
497.21
on total (A) on total (A) on total (A)
on total (B)
497 /- Per
Say Rs.
per Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/13 Description :
Jan 0, 00 14-08-06 per Sqm.
FRP sheets
Providing and fixing in position FRP sheet of 1.5 mm thick of Finoram or any other approved make at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material.
Sr.No. 1
Particulars Quantity Assuming area of 15 x 5.6 = 84 sqm. Materials :
Unit
Rate per
Amount
97.74
Sqm.
423.50
41394.80
c) J hooks & nuts d) GI flat washer 2mm thk.
0.38 80.00 0.38
Kg. Nos. Kg.
32.00 6.30 47.25
12.00 504.00 17.72
Labours : For fixing the sheets
84.00
Sqm.
72.80
6115.20
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
48043.71 960.87 0.00 240.22
TOTAL (B)
49244.81 7386.72
TOTAL
56631.53
a) FRP sheets 1.5mm (adding 70mm for side laps & 200mm for end lap & 5% for wastage) b) Bitumen washers 3mm thk.
2
3
Centering & Shuttering Nil
4
Others Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00 0.00 0.00
2.00% 0.00% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Costing for 84 sqm. area
Say Rs.
674 /- Per
per Sqm.
Prepared by : Name : _________________________________ Rate analysis
Sign: ________________
Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/14 Description :
Jan 0, 00 14-08-06 per Rmt.
FRP ridges
Providing and fixing in position FRP ridges as required including all fixing accessories complete
Sr.No. Particulars 1 Materials : a) MS precoated ridges (adding 5% for wastage)
Rate per
Amount
Rmt.
154.00
161.70
c) J hooks & nuts d) GI flat washer 2mm thk.
0.02 2.00 0.02
Kg. Nos. Kg.
32.00 6.30 47.25
0.64 12.60 0.95
Labours : For fixing the sheets
1.00
Rmt
48.05
48.05
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
223.93 4.48 0.00 1.12
3
Centering & Shuttering Nil
4
Others Nil
5 6 7
Unit
1.05
b) Bitumen washers 3mm thk.
2
Quantity
Tools & Plants Charges Water charges Electricity Charges
0.00 0.00 0.00
2.00% 0.00% 0.50%
on total (A) on total (A) on total (A)
8
Over head & Profit
15.00%
TOTAL (B)
229.53 34.43
TOTAL
263.96
on total (B)
264 /- Per
Say Rs.
per Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/15 Description :
Jan 0, 00 14-08-06 per Sqm.
FRP sheets cladding
Providing and fixing in position FRP sheet roofing with 1.5 mm thick sheets at all required levels including fixing with 'J' hooks, bitumen washers,etc complete with all labour and material. For cladding
Sr.No. 1
Particulars Quantity Assuming area of 15 x 2 = 30 sqm. Materials : a) MS precoated sheets 33.71 0.55mm (adding 70mm for side laps & 5% for wastage)
Rate per
Amount
Sqm.
423.50
14274.07
c) J hooks & nuts d) GI flat washer 2mm thk.
0.23 48.00 0.23
Kg. Nos. Kg.
32.00 6.30 47.25
7.20 302.40 10.63
Labours : For fixing the sheets
32.00
Sqm.
90.00
2880.00
b) Bitumen washers 3mm thk.
2
Unit
3
Centering & Shuttering Nil
4
Others Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00 0.00 0.00
2.00% 0.00% 0.50%
15.00%
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
17474.30 349.49 0.00 87.37
TOTAL (B)
17911.16 2686.67
TOTAL
20597.83
on total (A) on total (A) on total (A)
on total (B)
Costing for 30 sqm. area
687 /- Per
Say Rs.
per Sqm.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/16 Description :
Jan 0, 00 14-08-06 per Rmt.
FRP gutter
Providing and fixing in required slope FRP gutter including fixing with MS flat brackets at 600 mm c/c of required size, filling the joints with polysulphide sealants etc with all labour and material and testing against watertightness. (MS bracket to be measured & paid separately)
Sr.No.
Particulars
Quantity
Unit
Rate per
Amount
1
Materials : a) MS precoated Gutter (adding 5% for wastage)
1.05
Rmt.
209.00
219.45
c) J hooks & nuts d) GI flat washer 2mm thk. e) Polysulphide sealant
0.02 2.00 0.02 0.03
Kg. Nos. Kg. Kg.
32.00 6.30 47.25 500.00
0.64 12.60 0.95 12.50
Labours : For fixing the sheets
1.00
Rmt
105.00
105.00
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
351.14 7.02 0.00 1.76
TOTAL (B)
359.91 53.99
TOTAL
413.90
b) Bitumen washers 3mm thk.
2
3
Centering & Shuttering Nil
4
Others Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00 0.00 0.00
2.00% 0.00% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Say Rs.
414 /- Per
per Rmt.
Prepared by : Name : _________________________________ Rate analysis Site:
0
Location : 0
Sign: ________________
Computer Code No. :
B1
Default Date : Revised on Date : Unit :
Item No. : FDAPL/ROOF/X/13 Description :
Jan 0, 00 14-08-06 per Sqm.
Polycarbonate sheets
Providing and fixing in position polycarbonate sheet roof as per detail design and drawing with minimum thickness of sheet as 2 mm of Lexan or any other approved make including making the joints waterproof with all labour and material and accessories to complete the work.
Sr.No. 1
Particulars Quantity Assuming area of 15 x 5.6 = 84 sqm. Materials : a) Polycabonate sheets 2mm
Unit
Rate per
Amount
88.20
Sqm.
1500.00
132300.00
c) J hooks & nuts d) GI flat washer 2mm thk.
0.38 80.00 0.38
Kg. Nos. Kg.
32.00 6.30 47.25
12.00 504.00 17.72
Labours : For fixing the sheets
84.00
Sqm.
72.80
6115.20
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
138948.92 2778.98 0.00 694.74
add 5% for wastage b) Bitumen washers 3mm thk.
2
3
Centering & Shuttering Nil
4
Others Nil
5 6 7
Tools & Plants Charges Water charges Electricity Charges
0.00 0.00 0.00
2.00% 0.00% 0.50%
on total (A) on total (A) on total (A)
8
Over head & Profit
15.00%
TOTAL (B)
142422.64 21363.40
TOTAL
163786.04
on total (B)
Costing for 84 sqm. area
Say Rs.
1,950 /- Per
per Sqm.
16.5 4.2 1.21275 72.765 (sheets in row + 1) x no. of purlins 64 hooks
1100
1100
1014 950 0.921818182 0.863636
sheet width = 1.07m, length = 3.2 15*2*1.07*2.9*1.05 97.7445 (sheets in row + 1) x no. of purlins area of sheets = 15*2*2.9*1.07 = 93.09 . = . . oo s
sheets required = 15*1.07*2*1.05 33.705
150.72 4.71 1.536 122.88
7.7
15.4
347908.2
160650
3080 757 73920 97.64861 2587777 2601726.8 538200 6075612 30378.06 15.4 1972.601299 9863.006494
Rate analysis Site:
0 Computer Code No. :
Location : F1
Pune Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/2 Description :
Jan 0, 00 14-08-06 per sqm
Grey Mosaic Tile Flooring of 25cm x 25cm
Providing,laying and fixing marble mosaic tiles in grey cement on C.M. 1:6 bed including filling the joins with coloured cement slurry of matching colour including polishing, washing, cleaning with dilute acid, waxing etc. complete. Size of tile 25 cm x 25 cm
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Mosaic tile ( as approved) d) White/ coloured cement 2
Labours : a) for fixing & joint grouting b) for polishing (including 3 coats)
3
Centering & Shuttering Nil
4
Others
Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Quantity
Unit
Rate per
Amount
0.16 0.03 1.05 0.01
Bags Cum Sqm Bags
245.00 1060.00 150.00 150.00
39.20 31.80 157.50 1.50
1.00 1.00
Sqm Sqm
32.00 20.00
32.00 20.00
0.00
0.00
TOTAL (A)
282.00 5.64 1.41 1.41
TOTAL (B)
290.46 43.57
TOTAL
334.03
0.00
2.00% 0.50% 0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
334 /- Per
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F1
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/2 Description :
Jan 0, 00 14-08-06 per sqm
Grey Mosaic Tile Flooring of 30x30
Providing,laying and fixing marble mosaic tiles in grey cement on C.M. 1:6 bed including filling the joins with coloured cement slurry of matching colour including polishing, washing, cleaning with dilute acid, waxing etc. complete. Size of tile 30 cm x 30cm
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Mosaic tile ( as approved) d) White/ coloured cement 2
Labours : a) For fixing & joint grouting b) for polishing (including 3 coats)
3
Centering & Shuttering Nil
4
Others
Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Quantity
Rate per
Amount
0.16 0.05 1.05 0.01
Bags Cum Sqm Bags
245.00 1060.00 220.00 150.00
39.20 53.00 231.00 1.50
1.00
Sqm
32.00
32.00
1.00
Sqm
20.00
20.00
0.00
0.00
TOTAL (A)
376.70 7.53 1.88 1.88
TOTAL (B)
388.00 58.20
TOTAL
446.20
0.00
2.00% 0.50% 0.50%
15.00%
Say Rs.
Prepared by :
Unit
on total (A) on total (A) on total (A)
on total (B)
446 /- Per
per sqm
Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F1
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/2 Description :
Jan 0, 00 14-08-06 per sqm
White Mosaic Tile Flooring of 25x25
Providing & laying mosaic tile flooring of 20 to 25 mm thk. & size 25x25cm of White colour in required positions & set in a bed of 1:6 cement mortor including neat cement float, filling the joint with appropriate coloured cement slurry, curing, polishing etc. complete
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Mosaic tile ( as approved) d) White/ coloured cement 2
3 4
5 6 7
8
Quantity
Unit
Rate per
Amount
0.16 0.03 1.05 0.55
Bags Cum Sqm Kg
245.00 1060.00 244.00 30.00
39.20 31.80 256.20 16.50
Labours : a) For fixing & joint grouting b) for polishing (including 3 coats)
1.00
Sqm
32.00
32.00
1.00
Sqm
20.00
20.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
395.70 7.91 1.98 1.98
TOTAL (B)
407.57 61.14
TOTAL
468.71
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
469 /- Per
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F1
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/2 Description :
Jan 0, 00 14-08-06 per sqm
White Mosaic Tile Flooring of 30 x 30
Providing,laying and fixing marble mosaic tiles in white cement on C.M. 1:6 bed including filling the joins with coloured cement slurry of matching colour including polishing, washing, cleaning with dilute acid, waxing etc. complete. Size of tile 30 cm x 30 cm
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Mosaic tile ( as approved) d) White/ coloured cement 2
Labours : a) For fixing & joint grouting b) for polishing (including 3 coats)
3
Centering & Shuttering Nil
4
Others
Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Quantity
Unit
Rate per
Amount
0.16 0.05 1.05 0.55
Bags Cum Sqm Kg
245.00 1060.00 350.00 30.00
39.20 53.00 367.50 16.50
1.00
Sqm
32.00
32.00
1.00
Sqm
20.00
20.00
0.00
0.00
TOTAL (A)
528.20 10.56 2.64 2.64
TOTAL (B)
544.05 81.61
TOTAL
625.65
0.00
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
626 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F2
Pune Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/22 Description :
Jan 0, 00 14-08-06 per rmt
Grey Mosaic Tile Skirting of 125 mm ht.
Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing filling the joints with cement slurry, polishing, cleaning complete - gray mosaic tile skirting 125 mm high
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Mosaic tile skirting(as approved)
2
3 4
5 6
Quantity
Unit
0.02 0.01
Bags Cum.
1.05
Rate per
Amount
245.00 1060.00
4.90 10.60
rmt
23.00
24.15
Labours : a) For fixing & joint grouting b) for polishing (including 3 coats)
1.00
rmt
10.00
10.00
1.00
rmt
9.00
9.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
58.65 1.17 0.29
Tools & Plants Charges Water charges
2.00% 0.50%
on total (A) on total (A)
7
8
Electricity Charges
Over head & Profit
0.50%
15.00%
on total (A)
0.29 TOTAL (B)
60.41 9.06
TOTAL
69.47
on total (B)
69 /- Per
Say Rs.
per rmt
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F2
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/23 Description :
Jan 0, 00 14-08-06 per rmt
Grey Mosaic Tile Skirting of 150 mm ht.
Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing, polishing, cleaning, curing etc complete - gray mosaic tile skirting 150 mm high
Sr.No. Particulars 1 Materials : a) Cement b) Mosaic tile skirting(as approved) c) Mosaic tile skirting(as approved) 2
Labours : a) For fixing & joint grouting b) for polishing (including 3 coats)
3
Centering & Shuttering Nil
4
Others
Nil
Quantity
Unit
Rate per
Amount
0.02
Bags
245.00
4.90
0.01
Cum
1060.00
10.60
1.05
rmt
32.00
33.60
1.00
rmt
10.00
10.00
1.00
rmt
9.00
9.00
0.00
0.00
0.00
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
TOTAL (A)
68.10 1.36 0.34 0.34
TOTAL (B)
70.14 10.52
TOTAL
80.66
on total (A) on total (A) on total (A)
on total (B)
81 /- Per
Say Rs.
per rmt
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F2
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/24 Description :
Jan 0, 00 14-08-06 per rmt
White Mosaic Tile Skirting of 125 mm ht.
Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing, filling the joints with cement slurry,polishing, cleaning curing etc complete white mosaic tile skirting 125 mm high
Sr.No. Particulars 1 Materials : a) Cement b) Sand b) Mosaic tile skirting(as approved) c) White/ coloured cement 2
3
Labours : a) For fixing & joint grouting b) for polishing (including 3 coats) Centering & Shuttering Nil
Quantity
Unit
0.02 0.01
Bags cum.
1.05 0.25
Rate per
Amount
245.00 1060.00
4.90 10.60
rmt Kg
30.00 30.00
31.50 7.50
1.00
rmt
10.00
10.00
1.00
rmt
9.00
9.00
4
Others
Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.50% 0.50%
15.00%
0.00
0.00
TOTAL (A)
73.50 1.47 0.37 0.37
TOTAL (B)
75.71 11.36
TOTAL
87.06
on total (A) on total (A) on total (A)
on total (B)
87 /- Per
Say Rs.
per rmt
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F2
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/25 Description :
Jan 0, 00 14-08-06 per rmt
White Mosaic Tile Skirting of 150 mm ht.
Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing,filling the joints with cement slurry, cleaning complete - white mosaic tile skirting 150 mm high
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Mosaic tile skirting(as approved) d) White/ coloured cement 2
Labours : a) For fixing & joint grouting
Quantity
Unit
0.02 0.01
Bags Cum
1.05 0.25
1.00
Rate per
Amount
245.00 1060.00
4.90 10.60
rmt Kg
45.00 30.00
47.25 7.50
rmt
10.00
10.00
3 4
5 6 7
8
b) for polishing (including 3 coats)
1.00
Centering & Shuttering Nil Others Nil
0.00
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
rmt
9.00
9.00
0.00
0.00
TOTAL (A)
89.25 1.79 0.45 0.45
TOTAL (B)
91.93 13.79
TOTAL
105.72
on total (A) on total (A) on total (A)
on total (B)
106 /- Per
Say Rs.
per rmt
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F1
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/1 Description :
Jan 0, 00 14-08-06 per sqm
P/L IPS 50mm thk.
Provding and laying in position IPS flooring 50mm thick in proportion of 1:2:4 laid in proper line and level including finishing the top surface with cement punning, curing, cleaning etc complete with all labour and material.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal 12mm
Quantity
0.22 0.02 0.05
Unit
Bags Cum Cum
Rate per
245.00 1060.00 340.00
Amount
53.90 23.85 15.30
2
3 4
5 6 7
8
Labours : a) for pouring b) for finishing c) for shuttering Centering & Shuttering Nil Others Nil
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
1.00 1.00 1.00
Sqm Sqm Sqm
16.00 23.00 10.56
16.00 23.00 10.56
1.00
Sqm
4.00
4.00
0.00
0.00
TOTAL (A)
146.61 2.93 0.73 0.73
TOTAL (B)
151.01 22.65
TOTAL
173.66
0.00
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
174 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F3
Pune Default Date : Revised on Date : Unit :
Item No. : 29 Description :
Jan 0, 00 14-08-06 per sqm
Ceramic Tile Flooring
Providing and laying ceramic tiles of approved quality of approved colour, size & thickness for flooring in required position laid on a bed 30mm thk.in 1:6 cement mortor including cement float filling joints with white/colour cement slurry cleaning curing etc. complete as shown in detailed drawing or as directed by architect incharge. Sr.No. Particulars 1 Materials : a) Cement b) Sand
Quantity
0.16 0.05
Unit
Bags Cum
Rate per
245.00 1060.00
Amount
39.20 53.00
2
c) Ceramic tile (as approved) d) white cement
1.05 0.55
Sqm Kg
380.00 30.00
399.00 16.50
Labours : for flooring including fixing, cleaning & curing etc. complete
1.00 0.00
Sqm
75.00 0.00
75.00 0.00
0.00
0.00
TOTAL (A)
582.70 11.65 2.91 2.91
TOTAL (B)
600.18 90.03
TOTAL
690.21
3
Centering & Shuttering Providing good Specified material/ material / erection & dismantling
4
Others
0.00
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
690 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
Pune Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/6 Description :
Jan 0, 00 14-08-06 per sqm
Marble Flooring
Providing, laying and fixing in position marble slabs for flooring in plain or diamond pattern or as required including fixing in CM 1:4, cutting if necessary filling joints in white cement slurry curing, polishing, cleaning etc. complete
Sr.No. Particulars 1 Materials : a) Cement b) Sand
3 4
5 6 7
8
U ni t
Rate per
A m ou n t
0 .2 2 0 .0 4
Bags Cum
245.00 1060.00
53.90 42.40
d) White cement
1 .0 5 0 .2 2
Sqm Kg
860.00 30.00
903.00 6.60
Labours : a) for fixing & joint grouting b) for polishing
1 .0 0 1 .0 0
Sqm Sqm
100.00 129.00
100.00 129.00
Cen Center tering ing & Sh Shu utteri ering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
1234.90 24.70 6.17 6.17
TOTAL (B)
1271.95 190.79
TOTAL
1462.74
c) Marble (including 5% wastage)
2
Quantity
Too Tools & Plan Plantts Ch Charges ges Water charges Elec Electr triicit city Char harges ges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
1,463 1,463 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : U n it :
Item No. : FDAPL/FLOOR/VI/35 FDAPL/FLOOR/VI/3 5 Description :
Jan 0, 00 14-08-06 per Rmt.
Marble Skirting
Providing and fixing in position position dado of tiles / stone as per requirement, including including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, polishing, curing etc complete -marble stone
Sr.No. Particulars 1 Materials : a) Cement b) Marble (including 10% wastage) c) White cement d) Sand 2
3 4
5 6 7
8
Quantity
U ni t
Rate per
A m ou n t
0 .2 2
Bags
245.00
53.90
1 .1 0 1 .0 0 0 .0 1
Sqm Kg Cum
860.00 30.00 1060.00
946.00 30.00 10.60
Labours : a) for fixing & joint grouting b) for polishing
1 .0 0 1 .0 0
Sqm Sqm
110.00 148.35
110.00 148.35
Cen Center tering ing & Sh Shu utteri ering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
1298.85 25.98 6.49 6.49
TOTAL (B)
1337.82 200.67
TOTAL
1538.49
Too Tools & Plan Plantts Ch Charges ges Water charges Elec Electr triicit city Char harges ges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Costing per Sqm.
154 /- Per
Say Rs.
per Rmt. Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
U n it :
Item No. : FDAPL/FLOOR/VI/7 Description :
0 Default Date : Revised on Date :
Jan 0, 00 14-08-06 per sqm
Kota Flooring
Providing, laying and fixing in required position machine cut machine polished Kotah stone flooring of
cement float ,filling joints with slurry curing rubbing, polishing and cleaning complete.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Kota (including 5% wastage) d) White cement 2
3 4
5 6 7
8
Quantity
U ni t
Rate per
A m ou n t
0 .2 2 0 .0 4 1 .0 5 0 .3 5
Bags Cum Sqm Kg
245.00 1060.00 290.52 30.00
53.90 42.40 305.05 10.50
Labours : a) for fixing & polishing
1 .0 0
Sqm
100.00
100.00
Cen Center tering ing & Sh Shu utteri ering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
511.85 10.24 2.56 2.56
TOTAL (B)
527.20 79.08
TOTAL
606.28
Too Tools & Plan Plantts Ch Charges ges Water charges Elec Electr triicit city Char harges ges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
606 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
U n it :
Item No. : FDAPL/FLOOR/VI/27 FDAPL/FLOOR/VI/2 7 Description :
0 Default Date : Revised on Date :
Jan 0, 00 14-08-06 per Rmt.
Kota Skirting
Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing, filling the joints with cement slurry, polishing, cleaning , curing etc complete - kotah stone 100 mm height
Sr.No. Particulars 1 Materials : a) Cement b) Kota (including 15% wastage) c) White / coloured cement d) Sand
2
3 4
5 6 7
8
Quantity
U ni t
Rate per
A m ou n t
0 .3 4 1 .1 5 1 .1 0 0 .0 1
Bags Sqm Kg Cum
245.00 290.52 30.00 1060.00
83.30 334.10 33.00 10.60
Labours : a) for fixing & polishing
1 .0 0
Sqm
121.00
121.00
Cen Center tering ing & Sh Shu utteri ering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
582.00 11.64 2.91 2.91
TOTAL (B)
599.46 89.92
TOTAL
689.38
Too Tools & Plan Plantts Ch Charges ges Water charges Elec Electr triicit city Char harges ges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Costing per sqm
69 /- Per
Say Rs.
per Rmt. Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : U n it :
Item No. : FDAPL/FLOOR/VI/9 Description :
Jan 0, 00 14-08-06 per sqm
Tandoor Flooring
Providing, laying and fixing in required position machine cut machine polished Tandur stone flooring of
cement float ,filling joints with slurry curing rubbing, polishing and cleaning complete.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Tandoor (including 5% wastage) d) White cement 2
3 4
5 6 7
8
Quantity
U ni t
Rate per
A m ou n t
0 .2 2 0 .0 4
Bags Cum
245.00 1060.00
53.90 42.40
1 .0 5 0 .3 5
Sqm Kg
291.00 30.00
305.55 10.50
Labours : a) for fixing & polishing
1 .0 0
Sqm
86.00
86.00
Cen Center tering ing & Sh Shu utteri ering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
498.35 9.97 2.49 2.49
TOTAL (B)
513.30 77.00
TOTAL
590.30
Too Tools & Plan Plantts Ch Charges ges Water charges Elec Electr triicit city Char harges ges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
590 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : U n it :
Item No. : FDAPL/FLOOR/VI/29 FDAPL/FLOOR/VI/2 9 Description :
Jan 0, 00 14-08-06 per Rmt
Tandoor Skirting
Provid Pro vidin in and fixin fixin in ositio ositionn skirt skirtin in of tiles tiles as er re uireme uirement nt flush flush to the laster laster surfac surfacee includ includin in
fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning , curing etc complete - tandur stone 100 mm height
Sr.No. Particulars 1 Materials : a) Cement b) Tandoor (including 15% wastage) c) White / coloured cement d) Sand 2
3 4
5 6 7
8
Quantity
U ni t
Rate per
A m ou n t
0 .3 4
Bags
245.00
83.30
1 .1 5 0 .3 5 0 .0 1
Sqm Kg Cum
291.00 30.00 1060.00
334.65 10.50 10.60
Labours : a) for fixing & polishing
1 .0 0
Sqm
94.60
94.60
Cen Center tering ing & Sh Shu utteri ering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
533.65 10.67 2.67 2.67
TOTAL (B)
549.66 82.45
TOTAL
632.11
Too Tools & Plan Plantts Ch Charges ges Water charges Elec Electr triicit city Char harges ges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Costing for each Sqm
63 /- Per
Say Rs.
per Rmt Rmt
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. : Item No. : FDAPL/FLOOR/VI/8
Location : F4
0 Default Date : Revised on Date : U n it :
Jan 0, 00 14-08-06 per sqm
Description :
Granite Flooring
Providing, laying and fixing in position granite stone for flooring in plain or diamond pattern or as required including fixing in CM 1:4, cutting if necessary filling joints in white cement slurry curing, polishing, cleaning etc. complete Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Granite (including 5% wastage) d) White / coloured cement 2
3 4
5 6 7
8
Quantity
Unit
Rate per
Amount
0.22 0.04
Bags Cum
245.00 1060.00
53.90 42.40
1.05 0.35
Sqm Kg
1695.00 30.00
1779.75 10.50
Labours : a) For fixing
1.00
Sqm
172.00
172.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
2058.55 41.17 10.29 10.29
TOTAL (B)
2120.31 318.05
TOTAL
2438.35
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
2,438 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. : Item No. : FDAPL/FLOOR/VI/28
Location : F4
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per Rmt.
Description :
Granite Skirting
Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing, filling the joints with white cement, cleaning, curing etc complete - granite stone / tile 100 mm height
Sr.No. Particulars 1 Materials : a) Cement b) Granite (including 15% wastage) c) White cement d) Sand
2
3 4
5 6 7
8
Quantity
Unit
Rate per
Amount
0.34
Bags
245.00
83.30
1.15 0.35 0.01
Sqm Kg Cum
1695.00 30.00 1060.00
1949.25 10.50 10.60
Labours : a) for fixing & polishing
1.00
Sqm
215.00
215.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
2268.65 45.37 11.34 11.34
TOTAL (B)
2336.71 350.51
TOTAL
2687.22
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Costing for each Ssqm
269 /- Per
Say Rs.
per Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date :
Jan 0, 00 14-08-06
Unit :
Item No. : FDAPL/FLOOR/VI/11 Description :
per sqm
Rough Shahabad flooring
Providing, laying and fixing in required position machine cut rough shahabad stone flooring of required size in plain or diamond pattern or as directed on a cement mortar bedding of 1:4 including cement float ,filling joints with slurry curing rubbing, polishing and cleaning complete.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Rough shahabad (including 5% wastage) d) White / coloured cement 2
3 4
5 6 7
8
Quantity
Unit
Rate per
Amount
0.22 0.04
Bags Cum
245.00 1060.00
53.90 42.40
1.05 0.35
Sqm Kg
75.00 3.00
78.75 1.05
Labours : a) For fixing
1.00
Sqm
65.00
65.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
241.10 4.82 1.21 1.21
TOTAL (B)
248.33 37.25
TOTAL
285.58
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
286 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date :
Jan 0, 00
Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/10 Description :
14-08-06 per sqm
Polished Shahabad flooring
Providing, laying and fixing in required position machine cut machine polished shahabad stone flooring of required size in plain or diamond pattern or as directed on a cement mortar bedding of 1:4 including cement float ,filling joints with slurry curing rubbing, polishing and cleaning complete.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Polished shahabad (including 5% wastege) d) White / coloured cement 2
3 4
5 6 7
8
Labours : a) For fixing Centering & Shuttering Nil Others Nil
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Quantity
Unit
Rate per
Amount
0.22 0.04
Bags Cum
245.00 1060.00
53.90 42.40
1.05 0.35
Sqm Kg
110.00 30.00
115.50 10.50
1.00
Sqm
80.00
80.00
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
302.30 6.05 1.51 1.51
TOTAL (B)
311.37 46.71
TOTAL
358.07
0.00 0.00 0.00
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Say Rs.
358 /- Per
per sqm
Prepared by : Name : _________________________________
Rate analysis
Sign: ________________
Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/13 Description :
Jan 0, 00 14-08-06 per sqm
Ceramic tiles flooring
Providing and fixing in position ceramic tile of various sizes such as 200 x 200 mm, 300 x 300 mm, 200 x 300 etc of approved make, color and shade on C:M 1:6 bedding including filling the joints with neat cement slurry of matching colour, including cutting the tiles to required size, curing, cleaning etc complete. Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Ceramic tiles(including 5% wastage) d) White / coloured cement 2
3 4
5 6 7
8
Quantity
Unit
Rate per
Amount
0.22 0.03
Bags Cum
245.00 1060.00
53.90 34.45
1.05 0.25
Sqm Kg
380.00 30.00
399.00 7.50
Labours : a) For fixing
1.00
Sqm
75.00
75.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
569.85 11.40 2.85 2.85
TOTAL (B)
586.95 88.04
TOTAL
674.99
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
675 /- Per
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/13 Description :
Jan 0, 00 14-08-06 per sqm
Ceramic tiles Dado
Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, polishing, curing etc complete - ceramic tiles of approved make and type and given height.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Ceramic tiles(including 10% wastage) d) White / coloured cement 2
3 4
5 6 7
8
Quantity
Unit
Rate per
Amount
0.28 0.03
Bags Cum
245.00 1060.00
68.60 26.50
1.10 0.30
Sqm Kg
380.00 30.00
418.00 9.00
Labours : a) For fixing
1.00
Sqm
90.00
90.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
612.10 12.24 3.06 3.06
TOTAL (B)
630.46 94.57
TOTAL
725.03
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
Say Rs.
Prepared by :
on total (A) on total (A) on total (A)
on total (B)
725 /- Per
per sqm
Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/33 Description :
Jan 0, 00 14-08-06 per Rmt
Ceramic tiles Skirting
Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, polishing, curing etc complete - ceramic tiles of approved make and type and colour 100 mm height
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Ceramic tiles(including 10% wastege) d) White / coloured cement 2
3 4
5 6 7
8
Quantity
Unit
Rate per
Amount
0.28 0.02
Bags Cum
245.00 1060.00
68.60 15.90
1.07 1.00
Sqm Kg
380.00 30.00
406.60 30.00
Labours : a) For fixing
1.00
Sqm
80.00
80.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
601.10 12.02 3.01 3.01
TOTAL (B)
619.13 92.87
TOTAL
712.00
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Costing per Sqm.
Say Rs.
71 /- Per
per Rmt
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/14 Description :
Jan 0, 00 14-08-06 per sqm
Vitrified tiles flooring
Providing and fixing in position vitrified tile flooring of approved make,size and shade on bed of cement mortar 1:6 in required line and level, filling the joints with white cement, cleaning etc complete.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Vetrified tiles(including 5% wastage) d) White / coloured cement 2
Labours : a) For fixing
3
Centering & Shuttering Nil
4
Others
Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Quantity
Unit
Rate per
Amount
0.20 0.03
Bags Cum
245.00 1060.00
49.00 26.50
1.05 0.25
Sqm Kg
800.00 30.00
840.00 7.50
1.00
Sqm
80.00
80.00
0.00
0.00
TOTAL (A)
1003.00 20.06 5.02 5.02
TOTAL (B)
1033.09 154.96
TOTAL
1188.05
0.00
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
1,188 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : 30 Description :
Jan 0, 00 14-08-06 per sqm
Vitrified tiles Dado
Providing and fixing in position vitrified tile flooring of approved make,size and shade in required line and level, filling the joints with white cement, cleaning etc complete.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Vetrified tiles(including 10% wastage) d) White / coloured cement 2
3 4
5 6 7
8
Quantity
Unit
Rate per
Amount
0.28 0.02
Bags Cum
245.00 1060.00
68.60 21.20
1.10 0.30
Sqm Kg
800.00 0.00
880.00 0.00
Labours : a) For fixing
1.00
Sqm
96.00
96.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
1065.80 21.32 5.33 5.33
TOTAL (B)
1097.77 164.67
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
1262.44
TOTAL
1,262 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : 30 Description :
Jan 0, 00 14-08-06 per Rmt.
Vitrified tiles Skirting
Providing and fixing in position skirting of tiles as per requirement, flush to the plaster surface including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, polishing, curing etc complete -polished vitrified tile 100 mm height
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Vetrified tiles(including 10% wastage) d) White / coloured cement 2
3 4
5 6 7
8
Quantity
Unit
Rate per
Amount
0.28 0.02
Bags Cum
245.00 1060.00
68.60 15.90
1.07 0.30
Sqm Kg
800.00 30.00
856.00 9.00
Labours : a) For fixing
1.00
Sqm
85.00
85.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
1034.50 20.69 5.17 5.17
TOTAL (B)
1065.54 159.83
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Costing per sqm
1225.37
TOTAL
1,225 /- Per
Say Rs.
per Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/16 Description :
Jan 0, 00 14-08-06 per sqm
Designer tiles flooring
Providing and fixing in position interlocking type designer tiles of approved make, colour and shade, over bed of 1:6 mortar in proper line and level including finishing, compaction, filling joints cleaning etc complete.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Designer tiles(including 5% wastage)
2
3 4
5 6 7
Quantity
Unit
Rate per
Amount
0.18 0.04
Bags Cum
245.00 1060.00
44.10 41.34
1.05
Sqm
430.40
451.92
Labours : a) For fixing
1.00
Sqm
60.00
60.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
597.36 11.95 2.99 2.99
Tools & Plants Charges Water charges Electricity Charges
2.00% 0.50% 0.50%
on total (A) on total (A) on total (A)
8
Over head & Profit
15.00%
TOTAL (B)
615.28 92.29
TOTAL
707.57
on total (B)
708 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/17 Description :
Jan 0, 00 14-08-06 per sqm
Paving blocks flooring (regular)
Providing and fixing in position interlocking type designer tiles of approved make, colour and shade, on bed of sand in proper line and level including compaction, filling joints with sand and surface vibrating etc complete. ( of strength M20 - 65 mm thick)
Sr.No. Particulars 1 Materials :
a) Sand b) Paver blocks (including 5% wastege) 2
3 4
5 6 7
Quantity
Unit
Rate per
Amount
0.05
Cum
1060.00
53.00
1.05
Sqm
242.10
254.21
Labours : a) For fixing
1.00
Sqm
30.00
30.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
337.21 6.74 1.69 1.69
Tools & Plants Charges Water charges Electricity Charges
2.00% 0.50% 0.50%
on total (A) on total (A) on total (A)
8
Over head & Profit
15.00%
TOTAL (B)
347.32 52.10
TOTAL
399.42
on total (B)
399 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/18 Description :
Jan 0, 00 14-08-06 per sqm
Paving blocks heavy duty (M40 & above)
Providing and fixing in position interlocking type designer tiles of approved make, colour and shade, on bed of sand in proper line and level including compaction, filling joints with sand and surface vibrating etc complete. ( of strength M40 - 65 mm thick)
Sr.No. Particulars 1 Materials :
a) Sand b) Paver blocks (including 5% wastage)
2
3 4
5
Quantity
Unit
Rate per
Amount
0.05
Cum
1060.00
53.00
1.05
Sqm
386.00
405.30
Labours : a) For fixing
1.00
Sqm
30.00
30.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
488.30 9.77
Tools & Plants Charges
2.00%
on total (A)
6 7
8
Water charges Electricity Charges
Over head & Profit
0.50% 0.50%
15.00%
on total (A) on total (A)
2.44 2.44 TOTAL (B)
502.95 75.44
TOTAL
578.39
on total (B)
578 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/19 Description :
Jan 0, 00 14-08-06 per sqm
Chequered tiles flooring
Providing and laying chequered tiles in required position in proper line and level, on bed of C:M 1:6 including filling the joints with neat cement slurry, cleaning, curing etc complete.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Chequered tiles(including 5% wastage)
2
3 4
Quantity
Unit
Rate per
Amount
0.21 0.04
Bags Cum
245.00 1060.00
51.45 41.34
1.05
Sqm
102.00
107.10
Labours : a) For fixing
1.00
Sqm
60.00
60.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
TOTAL (A)
259.89 5.20 1.30 1.30
TOTAL (B)
267.69 40.15
TOTAL
307.84
on total (A) on total (A) on total (A)
on total (B)
308 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/42 Description :
Jan 0, 00 14-08-06 per sqm
Kota for steps
Providing and fixing in position treads and risers of stone as per requirement, including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, polishing,edge polishing, curing nosing etc complete -kotah stone
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Kota steps (including 5% wastege)
2
3 4
Quantity
Unit
Rate per
Amount
0.28 0.04
Bags Cum
245.00 620.00
68.60 24.80
1.05
Sqm
250.00
262.50
Labours : a) for fixing & polishing
1.00
Sqm
400.00
400.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
TOTAL (A)
755.90 15.12 3.78 3.78
TOTAL (B)
778.58 116.79
TOTAL
895.36
on total (A) on total (A) on total (A)
on total (B)
895 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/40 Description :
Jan 0, 00 14-08-06 per Rmt
Marble for steps
Providing and fixing in position treads and risers of stone as per requirement, including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, polishing, edge polishing, nosing,curing etc complete -marble stone
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Marble steps (including 5% wastage) d) White cement 2
3 4
Labours : a) for fixing & polishing Centering & Shuttering Nil Others
Quantity
Unit
Rate per
Amount
0.28 0.04
Bags Cum
245.00 1060.00
68.60 42.40
1.05 0.35
Sqm Kg
1032.00 30.00
1083.60 10.50
1.00
Sqm
167.70
167.70
Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.50% 0.50%
15.00%
0.00
0.00
TOTAL (A)
1372.80 27.46 6.86 6.86
TOTAL (B)
1413.98 212.10
TOTAL
1626.08
on total (A) on total (A) on total (A)
on total (B)
Costing per sqm
163 /- Per
Say Rs.
per Rmt
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/41 Description :
Jan 0, 00 14-08-06 per Rmt
Granite for steps
Providing and fixing in position treads and risers of stone as per requirement, including fixing with C:M 1:4 backing, filling the joints with cement slurry,cleaning,polishing,edge polishing,nosing, curing etc complete -granite stone of approved colour
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Granite steps (including 5% wastage) d) White cement 2
3
Labours : a) for fixing & polishing Centering & Shuttering Nil
Quantity
Unit
Rate per
Amount
0.28 0.04
Bags Cum
245.00 1060.00
68.60 42.40
1.05 1.00
Sqm Kg
2118.75 30.00
2224.69 30.00
1.00
Sqm
223.60
223.60
4
Others
Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.50% 0.50%
15.00%
0.00
0.00
TOTAL (A)
2589.29 51.79 12.95 12.95
TOTAL (B)
2666.97 400.04
TOTAL
3067.01
on total (A) on total (A) on total (A)
on total (B)
Costing per sqm.
307 /- Per
Say Rs.
per Rmt
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/43 Description :
Jan 0, 00 14-08-06 per sqm
Tandoor for steps
Providing and fixing in position treads and risers of stone as per requirement, including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, polishing,edge polishing,nosing, curing etc complete -tandur stone Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Tandoor steps (including 5% wastage) d) White cement 2
3
Labours : a) for fixing & polishing Centering & Shuttering Nil
Quantity
Unit
Rate per
Amount
0.22 0.04
Bags Cum
245.00 1060.00
53.90 42.40
1.05 0.35
Sqm Kg
378.30 30.00
397.22 10.50
1.00
Sqm
111.80
111.80
4
Others
Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.50% 0.50%
15.00%
0.00
0.00
TOTAL (A)
615.82 12.32 3.08 3.08
TOTAL (B)
634.29 95.14
TOTAL
729.43
on total (A) on total (A) on total (A)
on total (B)
costing per sqm.
73 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/50
Jan 0, 00 14-08-06 per sqm
Description : Kota for sill & Jams Providing and fixing in position window sills and jambs of stone as per requirement, including fixing with C:M 1:4 bedding, filling the joints with cement slurry, cleaning, polishing,edge polishing, curing nosing etc complete -kotah stone Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Kota sill (including 10% wastege) d) White cement 2
3 4
Labours : a) for fixing & polishing Centering & Shuttering Nil Others
Quantity
Unit
Rate per
Amount
0.20 0.02
Bags Cum
245.00 1060.00
49.00 21.20
1.10 1.00
Sqm Kg
290.52 30.00
319.57 30.00
1.00
Sqm
132.00
132.00
Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.50% 0.50%
15.00%
0.00
0.00
TOTAL (A)
551.77 11.04 2.76 2.76
TOTAL (B)
568.33 85.25
TOTAL
653.57
on total (A) on total (A) on total (A)
on total (B)
654 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/48
Jan 0, 00 14-08-06 per sqm
Description : Marble for Sills & jams Providing and fixing in position window sills and jambs of stone as per requirement, including fixing with C:M 1:4 bedding, filling the joints with cement slurry, cleaning, polishing, edge polishing, nosing,curing etc complete -marble stone Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Marble sill (including 10% wastage) d) White cement
2
3
Labours : a) for fixing & polishing
Centering & Shuttering Nil
Quantity
Unit
Rate per
Amount
0.20 0.02
Bags Cum
245.00 1060.00
49.00 21.20
1.10 1.00
Sqm Kg
860.00 30.00
946.00 30.00
1.00
Sqm
132.00
132.00
4
Others
Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.50% 0.50%
15.00%
0.00
0.00
TOTAL (A)
1178.20 23.56 5.89 5.89
TOTAL (B)
1213.55 182.03
TOTAL
1395.58
on total (A) on total (A) on total (A)
on total (B)
1,396 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/49
Jan 0, 00 14-08-06 per sqm
Description : Granite for sills & Jams Providing and fixing in position window sills and jambs stone as per requirement, including fixing with C:M 1:4bedding, filling the joints with cement slurry,cleaning,polishing,edge polishing,nosing, curing etc complete -granite stone of approved colour Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Granite sill (including 10% wastage) d) White cement 2
3
Labours : a) for fixing & polishing Centering & Shuttering Nil
Quantity
Unit
Rate per
Amount
0.28 0.04
Bags Cum
245.00 1060.00
68.60 42.40
1.10 1.00
Sqm Kg
1695.00 30.00
1864.50 30.00
1.00
Sqm
258.00
258.00
4
Others
Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.50% 0.50%
15.00%
0.00
0.00
TOTAL (A)
2263.50 45.27 11.32 11.32
TOTAL (B)
2331.41 349.71
TOTAL
2681.12
on total (A) on total (A) on total (A)
on total (B)
2,681 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/51
Jan 0, 00 14-08-06 per sqm
Description : Tandoor for sills & jams Providing and fixing in position window sills and jambs of stone as per requirement, including fixing with C:M 1:4 bedding, filling the joints with cement slurry, cleaning, polishing,edge polishing,nosing, curing etc complete -tandur stone
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Tandoor sill (including 10% wastege) d) White cement 2
3
Labours : a) for fixing & polishing
Centering & Shuttering Nil
Quantity
Unit
Rate per
Amount
0.20 0.02
Bags Cum
245.00 1060.00
49.00 21.20
1.10 0.35
Sqm Kg
291.00 30.00
320.10 10.50
1.00
Sqm
113.52
113.52
4
Others
Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.50% 0.50%
15.00%
0.00
0.00
TOTAL (A)
514.32 10.29 2.57 2.57
TOTAL (B)
529.75 79.46
TOTAL
609.21
on total (A) on total (A) on total (A)
on total (B)
609 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/56
Jan 0, 00 14-08-06 Rmt.
Description : Granite Kitchen otta Providing, making and erecting in position kitchen platform with following specifications. Width of platform 2'3" and height 30" top Sr.No. Particulars Quantity Considering the size of 3.0m x.75m 1 Materials : a) Cement 2.55 b) Sand 0.03 c) Granite (including 10% 3.71 wastage)
d) Kaddappa (with 10% wastage) e) White / colour cement 2
Unit
Rate per
Amount
Bags Cum
245.00 1060.00
624.75 31.80
Sqm
1695.00
6293.54
3.82 0.35
Sqm Kg
220.00 30.00
840.40 10.50
2.25
Sqm
1506.00
3388.50
Labours :
a) for fixing of Kadappa & granite
(considering labour rate @ 105/per rft length I.e = 105/- per 0.75 sft. Rate per sqm = (105/.75)*10.76 = Rs. 1506 b) For moulding & edge polishing c) For Cutout making for sink fixing 3
8
Rmt.
246.00
1087.32
1.00
No.
400.00
400.00
0.00
0.00
TOTAL (A)
12676.81 253.54 63.38 63.38
TOTAL (B)
13057.11 1958.57
TOTAL
15015.68
Others
Nil
5 6 7
4.42
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Total costing for 3 Rmt. 5,005 /- Per
Say Rs.
Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/57
Jan 0, 00 14-08-06 Rmt.
Description : Marble Kitchen otta Providing, making and erecting in position kitchen platform with following specifications. Width of platform 2'3" and height 30" top- Marble stone Sr.No. Particulars Quantity Considering the size of 3.0m x.75m 1 Materials : a) Cement 2.55 b) Sand 0.03 c) Marble (including 10% 3.71 wastage)
d) Kaddappa (with 10% wastage)
3.82
Unit
Rate per
Amount
Bags Cum
245.00 1060.00
624.75 31.80
Sqm
860.00
3193.18
Sqm
220.00
840.40
e) White / colour cement 2
(considering labour rate @ 80/per rft length I.e = 80/- per 0.75 sft. Rate per sqm = (80/.75)*10.76 = Rs. 1147 b) For edge polishing c) For Cutout making for sink fixing
7
30.00
10.50
2.25
Sqm
1147.00
2580.75
4.57
Rmt.
196.80
900.00
1.00
No.
400.00
400.00
0.00
0.00
TOTAL (A)
8581.38 171.63 42.91 42.91
TOTAL (B)
8838.82 1325.82 10164.64
Others
Nil
4 5 6
Kg
Labours :
a) for fixing of Kadappa & Marble
3
0.35
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Total costing for 3 Rmt.
TOTAL
3,388 /- Per
Say Rs.
Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/58
Jan 0, 00 14-08-06 Rmt.
Description : Kadappa Kitchen otta Providing, making and erecting in position kitchen platform with following specifications. Width of platform 2'3" and height 30" top- Kadappa stone Sr.No. Particulars Quantity Considering the size of 3.0m x.75m 1 Materials : a) Cement 2.55 b) Sand 0.03 c) Top & shelf kadappa (including 3.80 10% wastage)
Unit
Rate per
Amount
Bags Cum
245.00 1060.00
624.75 31.80
Sqm
258.00
980.40
d) Kaddappa Verticals & Facia (with 10% wastage) e) White / colour cement 2
3
Labours : a) for fixing of Kadappa (considering labour rate @ 60/per rft length I.e = 60/- per 0.75 sft. Rate per sqm = (60/.75)*10.76 = Rs. 717 b) For moulding & edge polishing c) For Cutout making for sink fixing
7
Sqm Kg
220.00 30.00
352.00 10.50
2.25
Sqm
860.00
1935.00
4.57
Rmt.
82.00
375.00
1.00
No.
250.00
250.00
0.00
0.00
TOTAL (A)
4559.45 91.19 22.80 22.80
TOTAL (B)
4696.23 704.44
TOTAL
5400.67
Others
Nil
4 5 6
1.60 0.35
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Total costing for 3 Rmt.
1,800 /- Per
Say Rs.
Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : F4
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/FLOOR/VI/43 Description :
Jan 0, 00 14-08-06 per sqm
Designer tiles for steps
Providing and fixing in position treads and risers of designer tiles as per requirement, including fixing with C:M 1:4 backing, filling the joints with cement slurry, cleaning, etc complete -
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Designer Tiles (including 5% wastage) d) White cement 2
3 4
5 6 7
8
Quantity
Unit
Rate per
Amount
0.22 0.04
Bags Cum
240.00 620.00
52.80 24.80
1.05 0.35
Sqm Kg
780.00 30.00
819.00 10.50
Labours : a) for fixing & polishing
1.00
Sqm
300.00
300.00
Centering & Shuttering Nil Others Nil
0.00
0.00
0.00
TOTAL (A)
1207.10 -36.21 -6.04 -6.04
TOTAL (B)
1158.82 173.82
TOTAL
1332.64
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
-3.00% -0.50% -0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
costing per sqm.
Say Rs.
1,333 /- Per
per sqm
Rs 320/- per step Prepared by : Name : _________________________________
Sign: ________________
1
0.2 mason 0.5 labour
.
0.344 0.86 137.6
0.2 0.5 0.2 0.35
40 28 68
0.2 0.5
40 40
0.2 0.4
40 32
0.25 0.45 90
50 36
0.15 0.3
30 24
`
0.4 0.8
80 64 144 158.4
65.20
0.9 0.45
180 36
Rate analysis Site:
0 Computer Code No. :
Location : B1
Pune Default Date : Revised on Date : Unit :
Item No. : FDAPL/MAS/IV/2 Description :
Jan 0, 00 14-08-06 per cum
UCR In plinth
Providing & constructing UCR masonry II sort in cement mortar 1:6 for foundation steps, platforms etc.below plinth including curing , weepholes if required, including specials such as corners, quions, headers, through stones etc. dewatering if required, racking out joints 10 mm deep etc. complete.
Sr.No. Particulars 1 Materials : a) Rubble b) Cement c) Sand
2
Quantity
Labours : for U.C.R. masonry works
3
Centering & Shuttering Nil
4
Others Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Rate per
Amount
1.25 1.57 0.40
cum Bags cum
500.00 240.00 1060.00
625.00 376.80 424.00
1.00
cum
250.00
250.00
0.00
0.00
TOTAL (A)
1675.80 33.52 8.38 8.38
TOTAL (B)
1726.07 258.91
TOTAL
1984.99
0.00
2.00% 0.50% 0.50%
15.00%
Say Rs. Prepared by :
Unit
on total (A) on total (A) on total (A)
on total (B)
1,985 /- Per
per cum
Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : B1
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/MAS/IV/3 Description :
14-08-06 per cum
Uncoursed rubble masonry in superstructure
Providing & constructing UCR masonry II sort in cement mortar 1:6 for foundation for compound wall, steps, pillars , platforms etc. and wherever required including scaffolding, curing , weepholes if required, including specials such as corners, quions, headers through stones etc. dewatering if required, racking out joints 10 mm deep etc. complete.
Sr.No. Particulars 1 Materials : a) Rubble b) Cement c) Sand
2
Quantity
Labours : for U.C.R. masonry works
3
Centering & Shuttering Nil
4
Others Scaffolding
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
Unit
Rate per
Amount
1.25 1.57 0.40
cum Bags cum
500.00 245.00 1060.00
625.00 384.65 424.00
1.00
cum
252.00
252.00
1.00
Cum
20.00
20.00
TOTAL (A)
1705.65 34.11 8.53 8.53
TOTAL (B)
1756.82 263.52
TOTAL
2020.34
on total (A) on total (A) on total (A)
on total (B)
2,020 /- Per
Say Rs.
per cum
Rate analysis Site:
0 Computer Code No. :
Location : B1
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/MAS/IV/1 Description :
14-08-06 per cum
Brick masonary 35cm thk. Below plinth
Providing & constructing general BB masonry 350 mm (13.5") or above in thickness in C.M. 1:4 in plinth for steps, or any where as required including racking out joints 1.5 cm deep including scaffolding, curing etc. complete.
Sr.No. Particulars 1 Materials : a) Bricks b) Cement c) Sand
2
Quantity
Centering & Shuttering Nil
4
Others
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Amount
Nos. Bags cum
2.25 245.00 1060.00
1125.00 416.50 275.60
1.00
cum
164.00
164.00
0.00
0.00
TOTAL (A)
1981.10 39.62 9.91 0.00
TOTAL (B)
2030.63 304.59
TOTAL
2335.22
Nil
5 6 7
Rate per
500.00 1.70 0.26
Labours : for brick masonry works
3
Unit
0.00
2.00% 0.50% 0.00%
15.00%
on total (A) on total (A) on total (A)
on total (B)
2,335 /- Per
Say Rs.
per cum
Rate analysis Site:
0 Computer Code No. :
Location : B1
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/MAS/IV/4 Description :
Jan 0, 00 14-08-06 per cum
Brick work 35cm thk. In superstructure
Providing & constructing general BB masonry 350 mm (13.5") or above in thickness in C.M. 1:4 in superstructure at all levels wherever required including raking out joints 1.5 cm deep including scaffolding, curing etc. complete.
Sr.No. Particulars 1 Materials : a) Bricks b) Cement c) Sand
2
Centering & Shuttering Nil
4
Others Add for scaffolding & sand screening etc.
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Unit
Rate per
Amount
500.00 1.70 0.30
Nos. Bags cum
2.25 245.00 1060.00
1125.00 416.50 318.00
1.00
cum
164.00
164.00
1.00
cum
45.60
45.60
TOTAL (A)
2069.10 41.38 10.35 0.00
TOTAL (B)
2120.83 318.12
Labours : for brick masonry works
3
5 6 7
Quantity
2.00% 0.50% 0.00%
15.00%
on total (A) on total (A) on total (A)
on total (B)
TOTAL
2,439 /- Per
Say Rs.
2438.95
per cum
Rate analysis Site:
0 Computer Code No. :
Location : B2
Pune Default Date : Revised on Date : Unit :
Item No. : FDAPL/MAS/IV/5 Description :
Jan 0, 00 14-08-06 per cum
Plinth Masonry 23cm thk
Providing & constructing BB masonry of 23 cm thk in 1:4 C.M for walls,etc below plinth wherever required including raking out joints 1.5 cm deep including scaffolding, curing etc. complete.
Sr.No. Particulars 1 Materials : a) Bricks b) Cement c) Sand
2
3
Quantity
Rate per
Amount
500.00 0.90 0.05
No Bags cum
3.00 210.00 850.00
1500.00 189.00 42.50
1.00
sqm
38.00
38.00
0.00
0.00
TOTAL (A)
1769.50 35.39 8.85 0.00
Labours : for Brick masonry works
Others 0.00
Nil
5 6 7
Unit
Tools & Plants Charges Water charges Electricity Charges
2.00% 0.50% 0.00%
on total (A) on total (A) on total (A)
8
Over head & Profit
15.00%
TOTAL (B)
1813.74 272.06
TOTAL
2085.80
on total (B)
2,086 /- Per
Say Rs.
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : B2
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/MAS/IV/6 Description :
Jan 0, 00 14-08-06 per cum
BBM 23cm thk in superstructure
Providing & constructing BB masonry of 23 cm thk in 1:4 C.M for walls in superstructure at all levers wherever required including raking out joints 1.5 cm deep including scaffolding, curing etc. complete.
Sr.No. Particulars 1 Materials : a) Bricks b) Cement c) Sand
2
3
Quantity
Unit
Rate per
Amount
500.00 0.90 0.05
No Bags cum
3.00 245.00 1060.00
1500.00 220.50 53.00
Labours : for Brick masonry works
1.00
sqm
42.00
42.00
Others Scaffolding / sand screening etc.
1.00
sqm.
9.80
9.80
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.00%
TOTAL (A)
1825.30 36.51 9.13 0.00
TOTAL (B)
1870.93 280.64
TOTAL
2151.57
on total (A) on total (A) on total (A)
15.00%
on total (B)
2,152 /- Per
Say Rs.
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : B3
Pune Default Date : Revised on Date : Unit :
Item No. : FDAPL/MAS/IV/8 Description :
Jan 0, 00 14-08-06 per sqm
P/F 15cm thk. Brick Wall (C.M. 1:4)
Providing & constructing 6" thk, brick masonry using 'Thoklas' bricks in C.M. 1:4, at all levels wherever required including raking out joints, scaffolding, curing etc,. All complete.
Sr.No. Particulars 1 Materials : a) Thokla Bricks (15cm thk.) b) Cement c) Sand
2
3
Labours : for Brick masonry works
Centering & Shuttering Nil
Quantity
Unit
Rate per
Amount
48.00 0.26 0.04
No Bags Cum
4.00 245.00 1060.00
192.00 63.70 42.40
1.00
Sqm
46.00
46.00
4
5 6 7
8
Others Scaffolding / sand screening etc.
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.50% 0.00%
8.23
0.00
TOTAL (A)
344.10 6.88 1.72 0.00
TOTAL (B)
352.70 52.91
TOTAL
405.61
on total (A) on total (A) on total (A)
15.00%
on total (B)
406 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : B4
Pune Default Date : Revised on Date : Unit :
Item No. : FDAPL/MAS/IV/7 Description :
Jan 0, 00 14-08-06 per sqm
P/F 10cm thk. Brick Wall (C.M. 1:4)
Providing & constructing bricks on edges or half brick masonry at all levels in 1:4 C.M. with 8 cm thick 1:2:4 p.c.c. patli using 2 Nos. of dia 6 mm at every one meter height, including scaffolding, curing, racking out joints to receive plaster etc. complete. If length of wall exceeds4 .25 m then 4"x4.5" x ht, concrete mullion with 10 mm diameter 4 No. reinforcement is to be provided as stiffner at every 2 meter. ( Concrete and reinforcement will be paid in items of Columns and reinforcement respectively)
Sr.No. Particulars 1 Materials : a) Bricks b) Cement c) Sand
2
Labours : for Brick masonry works
Quantity
Unit
Rate per
Amount
58.00 0.17 0.03
No Bags Cum
3.00 245.00 1060.00
174.00 41.65 26.50
1.00
Sqm
41.50
41.50
3
Centering & Shuttering Nil
4
Others Scaffolding / sand screening etc.
1.00
Sqm.
5 6 7
Tools & Plants Charges Water charges Electricity Charges
2.00% 0.50% 0.00%
on total (A) on total (A) on total (A)
8
Over head & Profit
15.00%
on total (B)
7.70
7.70
TOTAL (A)
291.35 5.83 1.46 0.00
TOTAL (B)
298.63 44.80
TOTAL
343.43
343 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : B1
0 Default Date : Revised on Date : Unit :
Item No. : FDAPL/MAS/IV/9 Description :
Jan 0, 00 14-08-06 per cum
Coursed rubble masonary
Providing & constructing coursed rubble masonry II sort in cement mortar 1:6 for foundation steps, platforms etc.at all required levels including curing, scaffolding if required, weepholes if required, including specials such as corners, quions, headers through stones etc. dewatering if required, raking out joints 10 mm deep etc. complete.
Sr.No. Particulars 1 Materials : a) Rubble b) Cement c) Sand
Quantity 1.25 1.75 0.31
Unit cum Bags cum
Rate per 500.00 245.00 1060.00
Amount 625.00 428.75 332.84
2
Labours : For coursed rubble masonary
3
Centering & Shuttering Nil
4
Others Scaffolding & sand screening
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
1.00
cum
253.22
253.22
1.00
Cum.
29.71
29.71
TOTAL (A)
1669.53 33.39 8.35 0.00
TOTAL (B)
1711.27 256.69
TOTAL
1967.96
2.00% 0.50% 0.00%
15.00%
on total (A) on total (A) on total (A)
on total (B)
1,968 /- Per
Say Rs.
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site: Computer Code No. :
Location : B5
Default Date : Revised on Date : Unit :
Item No. : FDAPL/MAS/IV/11 Description :
14-08-06 per sqm
150mm thk. C.C. Solid block masonry
Providing & constructing 150 mm thick solid concrete block masonry in C.M. 1:4 including cutting if required, curing, scafflolding, raking out joints etc. complete..
Sr.No. Particulars 1 Materials : a) Concrete blocks
Quantity 18.00
Unit No
Rate per 16.00
Amount 288.00
2
b) Cement c) Sand
0.15 0.04
Bags Cum
245.00 1060.00
36.02 42.40
Labours : for C.C.block masonry works
1.00
Sqm
8.23
8.23
1.00
Job
8.23
8.23
TOTAL (A)
382.88 7.66 1.91 0.00
TOTAL (B)
392.45 58.87
TOTAL
451.31
3
Centering & Shuttering Nil
4
Others Scaffolding / sand screening etc.
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.00%
15.00%
on total (A) on total (A) on total (A)
on total (B)
451 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : B5
Pune Default Date : Revised on Date : Unit :
Item No. : FDAPL/MAS/IV/12 Description :
Jan 0, 00 14-08-06 per sqm
200mm thk. C.C. Solid block masonry
Providing & constructing 200 mm thick solid concrete block masonry in C.M. 1:4 including cutting if required, curing, scafflolding, raking out joints etc. complete..
Sr.No. Particulars 1 Materials : a) Concrete blocks b) Cement
Quantity 12.00 0.11
Unit No Bags
Rate per 34.00 245.00
Amount 408.00 26.95
2
c) Sand
0.05
Cum
1060.00
53.00
Labours : for C.C.block masonry works
1.00
Sqm
25.30
25.30
1.00 0.00
Job
8.76 0.00
8.76 0.00
TOTAL (A)
522.01 10.44 2.61 0.00
TOTAL (B)
535.06 80.26
TOTAL
615.32
3
Centering & Shuttering Nil
4
Others Scaffolding / sand screening etc.
5 6 7
Tools & Plants Charges Water charges Electricity Charges
2.00% 0.50% 0.00%
on total (A) on total (A) on total (A)
8
Over head & Profit
15.00%
on total (B)
615 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site: Computer Code No. :
Location : B5
Default Date : Revised on Date : Unit :
Item No. : 22 / Description :
14-08-06 per sqm
100mm thk. Siporex block masonry
Providing 100mm thk siporex blocks of size 0.1 x 0.1 x 0.2 with c.m. 1:6,in super structure including striking joints, taking out joints and scaffolding, curing etc. complete.
Sr.No. Particulars 1 Materials : a)Siporex blocks
Quantity 24.00
Unit No
Rate per 60.00
Amount 1440.00
2
b) Cement c) Sand
0.15 0.04
Bags Cum
245.00 1060.00
36.02 42.40
Labours : for 100mm Siporex block masonry works
1.00
Sqm
25.30
25.30
1.00
Sqm
7.70
7.70
TOTAL (A)
1551.42 31.03 7.76 0.00
TOTAL (B)
1590.20 238.53
TOTAL
1828.73
3
Centering & Shuttering Nil
4
Others Scaffolding / sand screening etc.
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.00%
15.00%
on total (A) on total (A) on total (A)
on total (B)
1,829 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
#REF! Computer Code No. :
Location : B5
#REF! Default Date : Revised on Date : Unit :
Item No. : 22 / Description :
#REF! 14-08-06 per sqm
150mm thk. Siporex block masonry
Providing 150mm thk siporex blocks of size 0.15 x 0.15 x 0.3 with c.m. 1:6,in super structure including striking joints, taking out joints and scaffolding, curing etc. complete.
Sr.No. Particulars 1 Materials : a)Siporex blocks b) Cement c) Sand
2
Centering & Shuttering Nil
4
Others Scaffolding / sand screening etc.
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Unit
Rate per
Amount
24.00 0.15 0.04 0.00 0.00 0.00
No Bags Cum
0.00 245.00 1060.00 0.00 0.00 0.00
0.00 36.02 42.40 0.00 0.00 0.00
1.00
Sqm
28.06
28.06
1.00
Sqm
8.23
8.23
TOTAL (A)
114.71 2.29 0.57 0.00
TOTAL (B)
117.57 17.64
TOTAL
135.21
Labours : for 100mm Siporex block masonry works
3
5 6 7
Quantity
2.00% 0.50% 0.00%
15.00%
on total (A) on total (A) on total (A)
on total (B)
135 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : B5
0 Default Date : Revised on Date : Unit :
Item No. : 22 / III 7 Description :
200mm thk. Siporex block masonry
Jan 0, 00 14-08-06 per sqm
Providing 200mm thk Siporex blocks of size 0.2x0.2x0.4 with c.m. 1:6,in super structure including striking joints, taking out joints and scaffolding, curing etc. complete.
Sr.No. Particulars 1 Materials : a)Siporex blocks b) Cement c) Sand
2
Centering & Shuttering Nil
4
Others Scaffolding / sand screening etc.
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Unit
Rate per
Amount
13.00 0.11 0.05
No Bags Cum
0.00 245.00 1060.00
0.00 26.95 53.00
1.00
Sqm
28.06
28.06
1.00
Sqm
8.76
8.76
TOTAL (A)
116.77 2.34 0.58 0.00
TOTAL (B)
119.69 17.95
TOTAL
137.64
Labours : for 100mm Siporex block masonry works
3
5 6 7
Quantity
2.00% 0.50% 0.00%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
138 /- Per
per sqm
Prepared by : Name : _________________________________
Sign: ________________
2.631579 #REF!
0.304 1.7024
0.304 0.0608 1.7024 0.391552 0.04864 0.051072
WELCOME TO RATE ANALYSIS Enter the data in yellow cells. Location : Pune
a) Site Name :
Revision on date :
b) Default date : c) For MKS system click
MKS
For FPS system click
d) Tools & Plants & fixed Charges :
5.00%
e) Water Charges :
1.00%
f) Electricity Charges :
1.00%
g) PROFIT ( Over heads+ Profit) :
Instructions Enter Data
10.00%
+
(Over head)
+
5.00% ( Profit )
Uneditable text Clickable links
FPS
= =
15.00% (TOTAL)
Rate analysis Site:
0 Computer Code No. :
Location : C1
Item No. : FDAPL/PCC/II/3 Description :
Pune Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per cum
P.C.C. (1 :2:4 )
Providing & laying PCC 1:2:4 using metal 40 mm & 20 mm size in equal parts including, spreading, levelling, ramming, curing,formwork etc. all complete.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal (1.5") d) Metal ( 3/4)" 2
3
4
5 6 7
8
Quantity
Labours : a)Mixing & Pouring b)Levelling & finishing c) Shuttering
Centering & Shuttering Providing good Specified material/ Errection & dismantling Others Mixer & Vibrator
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Unit
Rate per
Amount
6.20 0.47 0.48 0.48
Bags cum cum cum
245.00 1060.00 575.00 500.00
1519.00 498.20 276.00 240.00
1.00 1.00 1.00
cum cum cum
120.00 7.50 57.50
120.00 7.50 57.50
1.00
cum
80.00
80.00
1.00
cum
25.00
25.00
TOTAL (A)
2823.20 56.46 0.28 0.00
TOTAL (B)
2879.95 431.99
TOTAL
3311.94
2.00% 0.50% 0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
3,312 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C1
Item No. : FDAPL/PCC/II/1 Description :
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per cum
P.C.C. (1 : 5 : 10 )
Providing & laying PCC 1:5:10 using metal 40 mm & 20 mm size in equal parts including, spreading, levelling, ramming, curing,formwork etc. all complete.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal (1.5") d) Metal ( 3/4)"
2
3
4
5 6 7
8
Quantity
Labours : a)Mixing & Pouring b)Levelling & finishing c) Shuttering
Centering & Shuttering Providing good Specified material/ Errection & dismantling Others Mixer & Vibrator
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Unit
Rate per
Amount
2.74 0.49 0.48 0.48
Bags cum cum cum
245.00 1060.00 575.00 500.00
671.30 519.40 276.00 240.00
1.00 1.00 1.00
cum cum cum
120.00 7.50 57.50
120.00 7.50 57.50
1.00
cum
80.00
80.00
1.00
cum
24.75
24.75
TOTAL (A)
1996.45 39.93 0.20 0.00
TOTAL (B)
2036.58 305.49
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
TOTAL
2,342 /- Per
Say Rs.
2342.07
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C2
Item No. : FDAPL/PCC/II/2 Description :
Pune Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per cum
P.C.C. (1 : 4: 8 )
Providing & laying PCC 1:4:8 using metal 40 mm & 20 mm size in equal parts including, spreading, levelling, ramming, curing,formwork etc. all complete.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal (1") d) Metal ( 3/4)" 2
3
Labours : for a)Mixing & Pouring b)Levelling & finishing c) Shuttering
Centering & Shuttering Providing good Specified material/ erection & dismantling
Quantity
Unit
Rate per
Amount
3.40 0.48 0.48 0.48
Bags cum cum cum
245.00 1060.00 575.00 500.00
833.00 508.80 276.00 240.00
1.00 1.00 1.00
cum cum cum
120.00 7.50 57.50
120.00 7.50 57.50
1.00
cum
80.00
80.00
1.00
cum
24.75
24.75
TOTAL (A)
2147.55
4 Others Mixer & Vibrator
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
on total (A) on total (A) on total (A)
15.00%
Say Rs.
42.95 10.74 10.74 TOTAL (B)
2211.98 331.80
TOTAL
2543.77
on total (B)
2,544 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C2
Item No. : FDAPL/PCC/II/6 Description :
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per cum
Plum concrete with P.C.C. (1 : 4: 8 )
Providing and laying plum concrete of 1:4:8 mix using stone of size not more than 230 mm in size and proportion of plum to concrete @ 35:65 including curing, formwork if required, etc complete.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal (1.5") d) Metal ( 1)" e) Rubble 2
3
Labours : for a)Mixing & Pouring b)Levelling & finishing c) Shuttering Centering & Shuttering Providing good Specified material/ erection & dismantling
4 Others
Quantity
Unit
Rate per
Amount
2.21 0.31 0.31 0.31 0.46
Bags cum cum cum cum
240.00 1060.00 575.00 500.00 500.00
530.40 330.72 179.40 156.00 227.50
1.00 1.00 1.00
cum cum cum
275.00 7.50 57.50
275.00 7.50 57.50
1.00
cum
80.00
80.00
Mixer & Vibrator
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
1.00
2.00% 0.50% 0.50%
cum
24.75
24.75
TOTAL (A)
1868.77 37.38 9.34 9.34
TOTAL (B)
1924.83 288.72
TOTAL
2213.56
on total (A) on total (A) on total (A)
15.00%
Say Rs.
on total (B)
2,214 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C4
Item No. : FDAPL/RCC/III/1 Description :
Pune Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per cum
C.C. M20 for Footing, raft
Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Footings, pedastals, raft,pilecaps.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)" 2
3
Labours : a) Mixing & Pouring (concreting) b)Levelling & finishing c) Shuttering Centering & Shuttering
Quantity
Unit
Rate per
Amount
7.77 0.45 0.60 0.25
Bags cum cum cum
210.00 850.00 500.00 340.00
1631.70 382.50 300.00 85.00
1.00 1.00 1.00
cum cum cum
107.20 16.50 86.25
107.20 16.50 86.25
Providing good Specified material for erection & dismantling 4
5 6 7
8
Others Mixer & Vibrator
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
1.00
cum
136.20
136.20
1.00
cum
24.75
24.75
TOTAL (A)
2770.10 55.40 13.85 13.85
TOTAL (B)
2853.20 427.98
TOTAL
3281.18
2.00% 0.50% 0.50%
on total (A) on total (A) on total (A)
15.00%
Say Rs.
on total (B)
3,281 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site: Computer Code No. :
Location : C6
Item No. : FDAPL/RCC/III/2 Description :
Default Date : Revised on Date : Unit :
14-08-06 per cum
C.C. M20 for Columns below plinth
Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Columns upto plinth
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)"
Quantity 7.77 0.45 0.60 0.25
Unit Bags cum cum cum
Rate per 245.00 1060.00 500.00 340.00
Amount 1903.65 477.00 300.00 85.00
2
3
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering
Centering & Shuttering Providing good Specified material/
1.00 1.00 1.00
cum cum cum
144.00 0.00 287.50
144.00 0.00 287.50
1.00
cum
820.00
820.00
1.00
cum
24.75
24.75
TOTAL (A)
4041.90 80.84 20.21 20.21
TOTAL (B)
4163.16 624.47
TOTAL
4787.63
Fixing & removing 4
5 6 7
8
Others Mixer & Vibrator
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
4,788 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C6
Item No. : FDAPL/RCC/III/3 Description :
Pune Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per cum
C.C. M20 for superstructure Columns
Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Columns at all levels
Sr.No.
Particulars
Quantity
Unit
Rate per
Amount
1
2
3
4
5 6 7
8
Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)"
7.77 0.45 0.60 0.25
Bags cum cum cum
245.00 1060.00 500.00 340.00
1903.65 477.00 300.00 85.00
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering
1.00 1.00 1.00
cum cum cum
176.00 0.00 359.38
176.00 0.00 359.38
1.00
cum
1040.00
1040.00
1.00
cum
24.75
24.75
TOTAL (A)
4365.78 87.32 21.83 21.83
TOTAL (B)
4496.75 674.51
TOTAL
5171.26
Centering & Shuttering Providing good Specified material/ erection & dismantling Others Mixer & Vibrator
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
5,171 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. : Item No. : FDAPL/RCC/III/5 Description :
Location : C8
Pune Default Date : Revised on Date : Unit :
14-08-06 per cum
C.C. M20 for floor Beams
Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Floor beams
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)" 2
3
4
5 6 7
8
Quantity
Labours : a) Mixing & Pouring (Concreting) b) Levelling & finishing c) Shuttering Centering & Shuttering Providing good Specified material/ Fixing & removing Others Mixer & Vibrator Lift
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Unit
Rate per
Amount
7.77 0.45 0.60 0.25
Bags cum cum cum
245.00 1060.00 500.00 340.00
1903.65 477.00 300.00 85.00
1.00 1.00 1.00
cum cum cum
176.00 15.00 480.13
176.00 15.00 480.13
1.00
cum
992.25
992.25
1.00 1.00
cum cum
24.75 17.75
24.75 17.75
TOTAL (A)
4471.53 89.43 22.36 22.36
TOTAL (B)
4605.67 690.85
TOTAL
5296.52
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
5,297 /- Per
Say Rs.
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. : Item No. : FDAPL/RCC/III/9 Description :
Location : C10
Pune Default Date : Revised on Date : Unit :
C.C. M20 for slab
14-08-06 per cum
Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Floor slabs
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)" 2
3
4
5 6 7
8
Quantity
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering
Centering & Shuttering Providing good Specified material/ Fixing & removing Others Mixer & Vibrator Lift
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Unit
Rate per
Amount
6.80 0.45 0.60 0.25
Bags cum cum cum
245.00 1060.00 500.00 340.00
1666.00 477.00 300.00 85.00
1.00 1.00 1.00
cum cum cum
160.00 15.00 310.50
160.00 15.00 310.50
1.00
cum
682.50
682.50
1.00 1.00
cum cum
24.75 17.75
24.75 17.75
TOTAL (A)
3738.50 74.77 18.69 18.69
TOTAL (B)
3850.66 577.60
TOTAL
4428.25
2.00% 0.50% 0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
4,428 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C11
Pune Default Date :
Jan 0, 00
Revised on Date : Unit :
Item No. : FDAPL/RCC/III/19 Description :
14-08-06 per cum
C.C. M20 for Staircase
Providing & casting M 200 for RCC staircase upto 17 cm riser 30 cm tread & 20 cm th waist slab but excluding parapet as per detailed drawing & design at all levels with all leads & lift or as directed including formwork, centering, scaffolding, machine mixing, & mixing , laying, levelling, vibrating and finishing rough and broken surfaces with C.M. 1:2 including curing etc. complete (excluding steel reinforcement)
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)" 2
3
4
5 6 7
8
Quantity
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering
Centering & Shuttering Providing good Specified material/ Fixing & removing Others Mixer & Vibrator Lift
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Unit
Rate per
Amount
7.77 0.60 0.65 0.20
Bags cum cum cum
245.00 1060.00 500.00 340.00
1903.65 636.00 325.00 68.00
1.00 1.00 1.00 0.00
cum cum cum
190.00 17.50 621.00 0.00
190.00 17.50 621.00 0.00
1.00
cum
800.00
800.00
1.00 1.00
cum cum
24.75 17.75
24.75 17.75
TOTAL (A)
4603.65 92.07 23.02 0.00
TOTAL (B)
4718.74 707.81
TOTAL
5426.55
2.00% 0.50% 0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
5,427 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location :
Item No. : FDAPL/RCC/III/17 Description :
Pune Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per cum
RCC M20 for Pardi, fins
Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For pardis,parapets and fins
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)" 2
3
4
5 6 7
8
Quantity
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering
Centering & Shuttering Providing good Specified material/ Fixing & removing Others Mixer & Vibrator Lifts
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Rate per
Amount
7.77 0.60 0.65 0.20
Bags cum cum cum
245.00 1060.00 500.00 340.00
1903.65 636.00 325.00 68.00
1.00 1.00 1.00 0.00 0.00 0.00 1.00
cum cum cum
cum
225.00 7.50 575.00 0.00 0.00 0.00 1520.00
225.00 7.50 575.00 0.00 0.00 0.00 1520.00
1.00 1.00
cum cum
24.75 17.75
24.75 17.75
TOTAL (A)
5302.65 106.05 26.51 26.51325
TOTAL (B)
5461.73 819.26
TOTAL
6280.99
2.00% 0.50% 0.50%
15.00%
Say Rs. Prepared by :
Unit
0
on total (A) on total (A) on total (A)
on total (B)
6,281 /- Per
per cum
Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C8
Item No. : FDAPL/RCC/III/4 Description :
0 Default Date : Revised on Date : Unit :
14-08-06 per cum
C.C. M20 for Plinth Beams
Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Plinth beams
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)" 2
3
4
5 6 7
Quantity
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering
Centering & Shuttering Providing good Specified material/ erection & dismantling Others Mixer & Vibrator
Tools & Plants Charges Water charges Electricity Charges
2.00% 0.50% 0.50%
Unit
Rate per
Amount
7.77 0.45 0.60 0.25
Bags cum cum cum
245.00 1060.00 500.00 340.00
1903.65 477.00 300.00 85.00
1.00 1.00 1.00
cum cum cum
176.00 10.50 359.38
176.00 10.50 359.38
1.00
cum
750.00
750.00
1.00
cum
24.75
24.75
TOTAL (A)
4086.28 81.73 20.43 20.43
TOTAL (B)
4208.86
on total (A) on total (A) on total (A)
8
Over head & Profit
15.00%
on total (B)
631.33 TOTAL
Say Rs.
4,840 /- Per
4840.19
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C8
Item No. : FDAPL/RCC/III/7&16 Description :
0 Default Date : Revised on Date : Unit :
Jan 1, 00 per cum
C.C. M20 for lintels & chajjas
Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For lintels & chajja
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)" 2
3
4
5
Quantity
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering
Centering & Shuttering Providing good Specified material/ erection & dismantling Others Mixer & Vibrator Lift
Tools & Plants Charges
2.00%
Unit
Rate per
Amount
7.77 0.45 0.60 0.25
Bags cum cum cum
245.00 1060.00 500.00 340.00
1903.65 477.00 300.00 85.00
1.00 1.00 1.00
cum cum cum
240.00 10.50 575.00
240.00 10.50 575.00
1.00
cum
996.00
996.00
1.00 1.00
cum cum
24.75 17.75
24.75 17.75
TOTAL (A)
4629.65 92.59
on total (A)
6 7
8
Water charges Electricity Charges
Over head & Profit
0.50% 0.50%
on total (A) on total (A)
15.00%
Say Rs.
23.15 23.15 TOTAL (B)
4768.54 715.28
TOTAL
5483.82
on total (B)
5,484 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C8
Item No. : FDAPL/RCC/III/6 Description :
0 Default Date : Revised on Date : Unit :
14-08-06 per cum
C.C. M20 for grid Beams
Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Grid beams
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)" 2
3
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering
Centering & Shuttering Providing good Specified material/ Fixing & removing
Quantity
Unit
Rate per
Amount
7.77 0.45 0.60 0.25
Bags cum cum cum
245.00 1060.00 500.00 340.00
1903.65 477.00 300.00 85.00
1.00 1.00 1.00
cum cum cum
240.00 10.50 575.00
240.00 10.50 575.00
1.00
cum
1344.00
1344.00
4
5 6 7
8
Others Mixer & Vibrator Lift
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
1.00 1.00
2.00% 0.50% 0.50%
cum cum
24.75 17.75
24.75 17.75
TOTAL (A)
4977.65 99.55 24.89 24.89
TOTAL (B)
5126.98 769.05
TOTAL
5896.03
on total (A) on total (A) on total (A)
15.00%
Say Rs.
on total (B)
5,896 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C8
Item No. : FDAPL/RCC/III/8 Description :
0 Default Date : Revised on Date : Unit :
14-08-06 per cum
C.C. M20 for RCC walls
Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For lift & Basement walls
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)" 2
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering
Quantity
Unit
Rate per
Amount
7.77 0.45 0.60 0.25
Bags cum cum cum
245.00 1060.00 500.00 340.00
1903.65 477.00 300.00 85.00
1.00 1.00 1.00
cum cum cum
176.00 0.00 460.00
176.00 0.00 460.00
3
4
5 6 7
8
Centering & Shuttering Providing good Specified material/ Fixing & removing Others Mixer & Vibrator Lift
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
1.00
cum
776.00
776.00
1.00 1.00
cum cum
24.75 17.75
24.75 17.75
TOTAL (A)
4220.15 84.40 21.10 21.10
TOTAL (B)
4346.75 652.01
TOTAL
4998.77
2.00% 0.50% 0.50%
on total (A) on total (A) on total (A)
15.00%
Say Rs.
on total (B)
4,999 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C11
Item No. : FDAPL/RCC/III/15 Description :
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per cum
M20 for folded Steps upto 150mm thk.
Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For folded staircase slabs
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)"
Quantity 7.77 0.45 0.60 0.25
Unit Bags cum cum cum
Rate per 245.00 1060.00 500.00 340.00
Amount 1903.65 477.00 300.00 85.00
2
3
4
5 6 7
8
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering
Centering & Shuttering Providing good Specified material/ Fixing & removing Others Mixer & Vibrator Lift
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
1.00 1.00 1.00
cum cum cum
240.00 37.50 931.50
240.00 37.50 931.50
1.00
cum
1224.00
1224.00
1.00 1.00
cum cum
24.75 17.75
24.75 17.75
TOTAL (A)
5241.15 104.82 26.21 26.21
TOTAL (B)
5398.38 809.76
TOTAL
6208.14
2.00% 0.50% 0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
6,208 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. : Item No. : FDAPL/RCC/III/28 Description :
Location : C11
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 Rmt.
P/F PVC sleeves 40mm dia. in concrete
Providing & fixing in corrent position.line, level 40 mm dia Finolex or equivalent PVC pipe in RCC members such as columns, beams, slabs, paradi, chajjas etc. including fixing / typing with binding wire & M.S. rod to secure in position during concrete including all lifts etc. complete.
Sr.No. Particulars 1 Materials : a) PVC pipe b) Binding wire 2
5 6 7
8
Quantity
Labours : a) Cutting & fixing sleeves
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Unit
Rate per
Amount
1.00 0.20
Rmt. Kg.
51.75 40.00
51.75 8.00
1.00 0.00
Rmt.
55.90 0.00
55.90 0.00
TOTAL (A)
115.65 2.31 0.00 0.00
TOTAL (B)
117.96 17.69
TOTAL
135.66
2.00% 0.00% 0.00%
on total (A) on total (A) on total (A)
15.00%
on total (B)
136 /- Per
Say Rs.
Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C11
Item No. : FDAPL/RCC/III/12 Description :
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per cum
M20 for sloping slabs
Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For sloping slabs
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)"
Quantity 7.77 0.45 0.60 0.25
Unit Bags cum cum cum
Rate per 245.00 1060.00 500.00 340.00
Amount 1903.65 477.00 300.00 85.00
2
3
4
5 6 7
8
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering Centering & Shuttering Providing good Specified material/ Fixing & removing Others Mixer & Vibrator Lift
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
1.00 1.00 1.00
cum cum cum
200.00 19.50 412.97
200.00 19.50 412.97
1.00
cum
682.50
682.50
1.00 1.00
cum cum
24.75 17.75
24.75 17.75
TOTAL (A)
4123.12 82.46 20.62 20.62
TOTAL (B)
4246.81 637.02
TOTAL
4883.83
2.00% 0.50% 0.50%
on total (A) on total (A) on total (A)
15.00%
Say Rs.
on total (B)
4,884 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C11
Item No. : FDAPL/RCC/III/11 Description :
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per cum
M20 for cantilever slabs upto 2.0m span
Providing & laying M 200 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For cantilever slabs
Sr.No. Particulars 1 Materials : a) Cement b) Sand
Quantity 7.77 0.45
Unit Bags cum
Rate per 245.00 1060.00
Amount 1903.65 477.00
2
3
4
5 6 7
8
c) Metal ( 3/4)" d) Metal ( 1/2)"
0.60 0.25
cum cum
500.00 340.00
300.00 85.00
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering
1.00 1.00 1.00
cum cum cum
160.00 10.50 363.29
160.00 10.50 363.29
1.00
cum
892.50
892.50
1.00 1.00
cum cum
24.75 17.75
24.75 17.75
TOTAL (A)
4234.44 84.69 21.17 21.17
TOTAL (B)
4361.47 654.22
TOTAL
5015.69
Centering & Shuttering Providing good Specified material/ Fixing & removing Others Mixer & Vibrator Lift
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
5,016 /- Per
per cum
Prepared by : Name : _________________________________
Site:
Sign: ________________
Item No. : FDAPL/RCC/III/19
Rate analysis Location : 0 C11 Default Date : Revised on Date : Unit :
Description :
M20 for Copings & sills
0 Computer Code No. :
Jan 0, 00 14-08-06 per cum
Providing and laying in situ C.C. M-20 of trap metal for R.C.C.work of Copings & sills as per detailed drawings and design or as directed including centering formwork, compacting using vibrator, curing and roughening the surface if special finish is to be provided etc. complete. (excluding reinforcement & fitter work).
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)" 2
3
4
5 6 7
8
Quantity
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering
Centering & Shuttering Providing good Specified material/ Fixing & removing Others Mixer & Vibrator Lift
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Unit
Rate per
Amount
7.77 0.45 0.60 0.25
Bags cum cum cum
245.00 1060.00 500.00 340.00
1903.65 477.00 300.00 85.00
1.00 1.00 1.00
cum cum cum
212.80 66.00 621.00
212.80 66.00 621.00
1.00
cum
1220.00
1220.00
1.00 1.00
cum cum
24.75 17.75
24.75 17.75
TOTAL (A)
4927.95 98.56 24.64 24.64
TOTAL (B)
5075.79 761.37
TOTAL
5837.16
2.00% 0.50% 0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
5,837 /- Per
per cum
Prepared by : Name : _________________________________
E/O for providing M25 grade concrete instead of M20 grade Cement consumption for M20 grade = 7.77 bags Cement consumption for M25 grade = 7.77 bags Difference in cement consumption = Basic rate difference = x 150 = Total rate difference including OH/profit etc. = Say Rs. = E/O for providing M30 grade concrete instead of M20 grade Cement consumption for M20 grade = 7.77 bags
Sign: ________________
Cement consumption for M25 grade = 7.77 bags Difference in cement consumption = Basic rate difference = x 150 = Total rate difference including OH/profit etc. = Say Rs. = E/O for providing M35 grade concrete instead of M20 grade Cement consumption for M20 grade = 7.77 bags Cement consumption for M25 grade = 7.77 bags Difference in cement consumption = Basic rate difference = x 150 = Total rate difference including OH/profit etc. = Say Rs. = E/O for providing M40 grade concrete instead of M20 grade Cement consumption for M20 grade = 7.77 bags Cement consumption for M25 grade = 7.77 bags Difference in cement consumption = Basic rate difference = x 150 = Total rate difference including OH/profit etc. = Say Rs. =
Rate analysis Site:
0 Computer Code No. :
Location : C11
Item No. : FDAPL/RCC/III/29 Description :
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 Rmt.
Welding of bars to existing reinforcement
Welding the reinforcement bars to existing steel or as per the requirement including finishing the welding work neatly, all labour and material etc complete. Sr.No. Particulars 1 Materials : a) Welding rods For one Rmt. Of welding (Assuming that average 6 nos of 16mm dia. Bars are welded for one end of beam) Welding rods used are of 4mm & ESAB / Advani make 2
Labours : a)Welder b)Helper One welder can do about 30rmt. Of welding
Quantity
Unit
Rate per
Amount
5.00
No.
2.34
11.70
0.03 0.03
No. No.
150.00 100.00
4.50 3.00
3
Scaffolding If required for welding at heights
15.49
Sft.
0.75
11.62
0.25
Hr.
31.25
7.81
TOTAL (A)
38.63 0.77 0.00 3.86
TOTAL (B)
43.27 6.49
TOTAL
49.76
Assuming the area of scaffolding to be 1.2m x1.2m 4
5 6 7
8
Others Hire charges of welding machine Assuming the hire charges rate of 250 /-for 8 hrs.
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.00% 10.00%
15.00%
on total (A) on total (A) on total (A)
on total (B)
50 /- Per
Say Rs.
Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C11
Item No. : FDAPL/RCC/III/30 Description :
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per sqm
Providing shalitex board expansion joint
Providing & fixing shalitex board expansion joint of 25mm thickness for beams, columns & slab
Sr.No. Particulars 1 Materials : a) Shalitex board
Quantity 1.00
Unit Sqm.
Rate per 800.00
Amount 800.00
Add for wastage @ 5%
2
4
5 6 7
8
Labours : a)carpenter b)Helper One pair of carp/helper can do about 2 columns as given below. Assuming the size of column to be 450x230 & joint on 450mm face, Ht. Of col.of about 3m. Area = 3 x 0.45 = 1.35 sqm.
0.05
Sqm.
800.00
40.00
0.37 0.37
No. No.
150.00 100.00
55.50 37.00
TOTAL (A)
932.50 18.65 0.00 4.66
TOTAL (B)
955.81 143.37
TOTAL
1099.18
Others
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.00% 0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
1,099 /- Per
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. : Item No. : FDAPL/RCC/III/9 Description :
Location : C10
0 Default Date : Revised on Date : Unit :
C.C. M20 for precast slab of 50 mm thick slab
14-08-06 per cum
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)" 2
3
4
5 6 7
8
Quantity
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering
Centering & Shuttering Providing good Specified material/ Fixing & removing Others Mixer & Vibrator Lift
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Unit
Rate per
Amount
0.10 0.03 0.04 0.02
Bags cum cum cum
215.00 850.00 425.00 450.00
21.50 25.50 17.85 7.88
0.07 0.07 0.07
cum cum cum
212.00 66.00 621.00
14.84 4.62 43.47
0.07
cum
1220.00
85.40
1.00 1.00
cum cum
24.75 17.75
24.75 17.75
TOTAL (A)
263.56 -7.91 -1.32 -1.32
TOTAL (B)
253.01 0.00
TOTAL
253.01
-3.00% -0.50% -0.50%
0.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
253 /- Per
per cum
Prepared by :
OR Rs 15/ sqm
Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. : Item No. : FDAPL/RCC/III/8
Location : C8
0 Default Date : Revised on Date : Unit :
14-08-06 per cum
Description :
C.C. M50 for RCC walls
Providing & laying M 50 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For lift & Basement walls
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)" 2
3
4
5 6 7
8
Quantity
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering Centering & Shuttering Providing good Specified material/ Fixing & removing Others Mixer & Vibrator Lift
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Unit
Rate per
Amount
9.65 0.85 0.70 0.50
Bags cum cum cum
210.00 1060.00 550.00 550.00
2026.50 901.00 385.00 275.00
1.00 1.00 1.00
cum cum cum
185.00 0.00 486.00
185.00 0.00 486.00
1.00
cum
776.00
776.00
1.00 1.00
cum cum
24.75 17.75
24.75 17.75
TOTAL (A)
5077.00 -152.31 -25.39 -25.39
TOTAL (B)
4873.92 731.09
TOTAL
5605.01
-3.00% -0.50% -0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
5,605 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C8
Item No. : FDAPL/RCC/III/8 Description :
0 Default Date : Revised on Date : Unit :
14-08-06 per cum
C.C. M30 for Concrete Road
Providing & laying M 30 (as per design mix) for Road work using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)" 2
3
4
5 6 7
8
Labours : a) Mixing & Pouring (Concreting) b)Levelling & finishing c) Shuttering Centering & Shuttering Providing good Specified material/ Fixing & removing Others Mixer & Vibrator Lift
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Quantity
Unit
Rate per
Amount
7.50 0.85 0.70 0.50
Bags cum cum cum
210.00 1060.00 550.00 550.00
1575.00 901.00 385.00 275.00
1.00 1.00 1.00
cum cum cum
185.00 0.00 150.00
185.00 0.00 150.00
1.00
cum
365.00
365.00
1.00 1.00
cum cum
24.75 17.75
24.75 17.75
TOTAL (A)
3878.50 -116.36 -19.39 -19.39
TOTAL (B)
3723.36 558.50
TOTAL
4281.86
-3.00% -0.50% -0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
4,282 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : C4
Item No. : FDAPL/RCC/III/2 Description :
0 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per cum
C.C. M30 for Footing, raft
Providing & laying M 300 (as per design mix) for RCC work (without plaster) using machine crushed metal of approved quality and grading, of size 20 mm to 12 mm in required proportions at all lead & lift including centering formwork, scaffolding, machine mixing, laying, levelling, vibrating curing etc, finishing rough broken surfaces with 1:2 c.m. etc. as per drawings and design etc. complete (excluding mild steel/tor steel reinforcement) .---For Footings, pedastals, raft,pilecaps.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Metal ( 3/4)" d) Metal ( 1/2)" 2
3
4
5 6 7
8
Quantity
Labours : a) Mixing & Pouring (concreting) b)Levelling & finishing c) Shuttering Centering & Shuttering Providing good Specified material for erection & dismantling Others Mixer & Vibrator
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Unit
Rate per
Amount
8.50 0.45 0.60 0.25
Bags cum cum cum
210.00 850.00 500.00 550.00
1785.00 382.50 300.00 137.50
1.00 1.00 1.00
cum cum cum
107.20 16.50 86.25
107.20 16.50 86.25
1.00
cum
136.20
136.20
1.00
cum
24.75
24.75
TOTAL (A)
2975.90 59.52 14.88 14.88
TOTAL (B)
3065.18 459.78
TOTAL
3524.95
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Say Rs.
3,525 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
2.21 0.312 0.624 0.312 0.455
0.276364 7.738182 7.970327
16.5 86.25
250 31.25 0.792 24.8 36 3.217503 2.284427 79.6332 56.53958 637.0656 452.3166 19749.03 0.309375 24.75 17.775 Assign 0.3 hrs
176 15 480.13
992.25
1165.5 254.25 270 100
160 15 310.5
682.5
24.75 17.75
3000.25 150.01 30.0025 30.0025 3210.27 481.5401 3691.81 0.833694
18.75 12.5
Rate analysis Site:
0 Computer Code No. :
Location : Pune Default Date :
Jan 0, 00
Revised on Date Item No. :
Unit :
Description :
Sr.No. Particulars 1 Materials :
2 Labours :
3 Centering & Shuttering
4 Others
Quantity
Unit
Rate per
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL (A) 4 Tools & Plants Charges 5 Water charges 6 Electricity Charges
5.00% 1.00% 1.00%
on total (A) on total (A) on total (A)
15.00%
on total (B)
TOTAL (B) 7 Over head & Profit
TOTAL
Say Rs.
0 /-
Amount 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00
Per
Prepared by : Name : _________________________________
Sign: ________________
Assumptions Tools and plants fixed charges
3%
Eleciticity Charges
0.50%
Water Charges
0.50%
Profit ( Overheads + Profit )
15%
Summary of Rateanalysis (MKS system)
Default date : Revision Date : Item. No.
Description
1 Excavation in soil and soft murum upto 1.5m dept 2 Excavation in Hard Murum & boulders 3 Excavation in Soft Rock 4 Excavation in Hard Rock by chiselling 5 Soling 230 thk below floor 6 Filling with selected murum obtained from excavat 7 Filling with outside murum 8 Fillind with sand 9 Antitrmite treatment 10 Carting away surplus xcavated work 11 Excavation in hard rock by blasting 12 P.C.C. (1 :2:4 ) 13 P.C.C.(1: 5: 10 ) 14 P.C.C. (1 : 4: 8 ) 15 P.C.C.(1 :4: 8 ) Plum Concrete 16 C.C. M20 for Footing, raft 17 C.C. M20 for column below plinth 18 C.C. M20 for superstructure Columns 19 C.C. M20 for floor Beams 20 C.C. M20 for slab 21 C.C. M20 for Staircase 22 RCC M20 for Pardi, fins 23 C.C.M20 for plith Beam 24 C.C.M20 for lintels & Chajja 25 C.C.M20 for Grid Beam 26 C.C.M20 for RCC walls 27 M20 for folded Steps upto 150mm thk. 28 M20 for sloping slabs 29 M20 for cantilever slabs upto 2.0m span 30 M20 for Copings & sills 31 P/F PVC sleeves 40mm dia. in concrete 32 Welding of bars to existing reinforcement 33 Providing shalitex board expansion joint 34 Ac trafford 6mm thk.sheets 35 Ac 6mm thk.ridges 36 Ac trafford 6mm thk.sheets cladding 37 Ac gutter 38 MS precoated sheets 39 MS precoated ridges 40 MS precoated .55mm thk.sheets cladding 41 MS precoated gutter 42 Alluminium sheets
01.03.06 09.12.06 Rate in Unit Rs. per cum per cum per cum per cum per Sqm per Cum per Cum per Cum per Sqm per Cum per cum per cum per cum per cum per cum per cum per cum per cum per cum per cum per cum per cum per cum per cum per cum per cum per cum per cum per cum per cum Rmt. Rmt. per sqm per Sqm. per Rmt. per Sqm. per Rmt. per Sqm. per Rmt. per Sqm. per Rmt. per Sqm.
90.02 106.61 289.25 777.03 192.72 63.96 248.75 1272.15 42.85 68.03 353.66 3311.94 2342.07 2543.77 2213.56 3281.18 4787.63 5171.26 5296.52 4428.25 5426.55 6280.99 4840.19 5483.82 5896.03 4998.77 6208.14 4883.83 5015.69 5837.16 135.66 49.76 1099.18 262.79 163.15 210.23 176.15 530.85 306.19 513.94 390.33 663.62
Default date : 43 Alluminium ridges 44 Alluminium sheets cladding 45 Alluminium gutter 46 FRP sheets 47 FRP ridges 48 FRP sheets cladding 49 FRP gutter 50 Polycarbonate sheets 51 UCR In plinth 52 Uncoursed rubble masonry in superstructure 53 Brick masonary 35cm thk. Below plinth 54 Brick work 35cm thk. In superstructure 55 Plinth Masonry 23cm thk 56 BBM 23cm thk in superstructure 57 P/F 15cm thk. Brick Wall (C.M. 1:4) 58 P/F 10cm thk. Brick Wall (C.M. 1:4) 59 Coursed rubble masonary 60 150mm thk. C.C. Solid block masonry 61 200mm thk. C.C. Solid block masonry 62 100mm thk. Siporex block masonry 63 150mm thk. Siporex block masonry 64 200mm thk. Siporex block masonry 65 Ext. Plaster single coat mortor ratio (1:5) 66 External Plastering Double coat 67 Internal Neeru Plaster CM (1:4)-12mm thk. 68 Internal Neeru Plaster CM (1:4) - 20mm thk. 69 Waterproof plaster 70 Pointing to brick masonary 71 Pointing to Stone masonary 72 P/A POP plaster to walls 73 Back coat for dado work 1:4) 74 Grey Mosaic Tile Flooring of 25cm x 25cm 75 Grey Mosaic Tile Flooring of 30x30 76 White Mosaic Tile Flooring of 25x25 77 White Mosaic Tile Flooring of 30 x 30 78 Grey Mosaic Tile Skirting of 125 mm ht. 79 Grey Mosaic Tile Skirting of 150 mm ht. 80 White Mosaic Tile Skirting of 125 mm ht. 81 White Mosaic Tile Skirting of 150 mm ht. 82 P/L IPS 50mm thk. 83 Ceramic Tile Flooring 84 Marble Flooring 85 Marble Skirting 86 Kota Flooring 87 Kota Skirting 88 Tandoor Flooring 89 Tandoor Skirting 90 Granite Flooring 91 Granite Skirting 92 Rough Shahabad flooring 93 Polished Shahabad flooring 94 Ceramic tiles flooring 95 Ceramic tiles Dado 96 Ceramic tiles Skirting 97 Vitrified tiles flooring 98 Vitrified tiles Dado 99 Vitrified tiles Skirting
01.03.06 per Rmt. 374.26 per Sqm. 676.40 per Rmt. 497.21 per Sqm. 674.18 per Rmt. 263.96 per Sqm. 686.59 per Rmt. 413.90 per Sqm. 1949.83 per cum 1984.99 per cum 2020.34 per cum 2335.22 per cum 2438.95 per cum 2085.80 per cum 2151.57 per sqm 405.61 per sqm 343.43 per cum 1967.96 per sqm 451.31 per sqm 615.32 per sqm 1828.73 per sqm 135.21 per sqm 137.64 per sqm 136.15 per sqm 166.52 per sqm 111.94 per sqm 135.99 per sqm 268.20 per sqm 63.90 per sqm 89.84 per sqm 0.00 per sqm 93.98 per sqm 334.03 per sqm 446.20 per sqm 468.71 per sqm 625.65 per rmt 69.47 per rmt 80.66 per rmt 87.06 per rmt 105.72 per sqm 173.66 per sqm 690.21 per sqm 1462.74 per Rmt. 153.85 per sqm 606.28 per Rmt. 68.94 per sqm 590.30 per Rmt 63.21 per sqm 2438.35 per Rmt. 268.72 per sqm 285.58 per sqm 358.07 per sqm 674.99 per sqm 725.03 per Rmt 71.20 per sqm 1188.05 per sqm 1262.44 per Rmt. 1225.37
Default date : 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145
Designer tiles flooring Paving blocks flooring (regular) Paving blocks heavy duty (M40 & above) Chequered tiles flooring Marble for steps Kota for sill & Jams Marble for Sills & jams Granite for sills & Jams Tandoor for sills & jams Granite Kitchen otta Marble Kitchen otta Kadappa Kitchen otta Box type W/P to RCC raft, walls Brickbat water proofing for toilets Brickbat water proofing for terrace White wash Dry distemper Oil bound distemper Synthetic enamel paint Lustre paint Cement paint Sandtex paint Antifungal paint Plastic emulsion paint Chemical w/p for terrace, toilets Providing & fixing TW frame (4"x 2.5") P/F Granite frame (170x20) P/F Marble frame (170x20) P/F flush shutter 35mm P/F flush shutter 35mm (internal door) P/F flush shutter 35mm (internal door) P/F Laminate of appr. shade & colour P/F MS powder coated fittings P/F Alluminium fittings P/F stainless steel fittings P/F Brass fittings P/F Night latch P/F Automatic door closer P/F eye piece P/F MS powder coated grills & railing P/F MS grills & railing with enamel paint P/F MS Z section windows Reinforcement works Structural steel works 12mm dia. Fan hook Chainlink fencing
01.03.06 per sqm 707.57 per sqm 399.42 per sqm 578.39 per sqm 307.84 per Rmt 162.61 per sqm 653.57 per sqm 1395.58 per sqm 2681.12 per sqm 609.21 Rmt. 5005.23 Rmt. 3388.21 Rmt. 1800.22 per sqm 604.85 per Cum 2818.39 per sqm 344.17 per sqm 4.71 per sqm 19.39 per sqm 35.59 per sqm 46.26 per sqm 66.92 per sqm 36.19 per sqm 70.77 per sqm 91.34 per sqm 71.68 per sqm 327.32 Rmt. 468.23 Rmt. 934.46 Rmt. 579.47 Sqmt. 1097.63 Sqmt. 1138.66 Sqmt. 1284.05 Sqmt. 432.01 Door. 135.56 Door. 268.17 Door. 268.17 Door. 268.17 Door. 70.73 Door. 70.73 Door. 35.36 Sqm. 1018.76 Sqm. 797.86 Sqm. 1274.64 MT 45499.46 per Sqm. 43578.09 per No. 31.75 per Sqm. 259.20
Standard rate of materials considered for rate analysis Sr. No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57
List of Materials
Per Unit
Cement Per Bag Reinforcement steel CTD Per MT Binding wire Per Kg Sand Per cum Metal (18 to 20)mm Per cum Metal (12mm) Per cum Metal (25mm) Per cum Bricks (230mm) Per No Bricks (150mm) Per No Bricks (100mm) Per No Concrete Blocks (20x20x40)cm Per No Concrete Blocks (15x15x30)cm Per No (M15 grade @ 2200/-) Siporex blocks (10x10x20) cm Per No Siporex blocks (15x15x30) cm Per No Siporex blocks (20x20x40) cm Per No Brick Bats Per cum Rubble Per cum Murum Per cum Neeru Per Bag Lime Per Bag White cement Per Kg. M.M. Tile (White) 25cm X 25cm Per sqm M.M. Tile (White) 25cm X 12cm Per rmt M.M. Tile (White) 30cm X 30cm Per sqm M.M. Tile (White) 30cm X 15cm Per rmt M.M. Tile (Grey) 25cm X 25cm Per sqm M.M. Tile (Grey) 25cm X 12cm Per rmt M.M. Tile (Grey) 30cm X 30cm Per sqm M.M. Tile (Grey) 30cm X 15cm Per rmt Marble Per sqm Tandoor Per sqm Granite Per sqm Rough Shahabad Per sqm Polished Shahabad Per sqm Ceramic tiles(30cm X 30cm)colour Per sqm Glazed Tiles (15cm X 15cm) White Per sqm Vitrified rough tiles Per sqm Vitrified polished tiles Per sqm Designer tiles(25mm) Per sqm Paver blocks (regular) 60mm Per sqm Paver blocks (heavy duty) Per sqm Chequered tiles Per sqm Kota steps Per sqm Marble steps Per sqm Granite steps Per sqm Tandoor steps Per sqm Kaddappa one side polish (40mm) Per sqm Shahabad stone 25mm Per sqm Broken glazed tiles Per Kg. Water proofing Compound Per Kg. Shalitex board 25mm Per sqm Kotah stone cut to size Sqm Sub frame Per Kg. Main frame Per Kg. Shutter members Per Kg. a) Beadings Per Kg. b) Glass Per sqm Page 226 of 332
Rate (inRs.) 245.00 28000.00 40.00 1060.00 500.00 340.00 575.00 2.25 4.00 3.00 34.00
Rate (inRs.)
R 53 grade 18 gaug
16.00
250.00 500.00 120.00 50.00 55.00 30.00 244.00 30.00 350.00 45.00 150.00 23.00 220.00 32.00 860.00 291.00 1695.00 75.00 110.00 380.00 400.00 800.00 800.00 430.40 242.10 386.00 102.00 377.68 1032.00 2118.75 378.30 220.00 82.50 10.00 40.00 800 290.52
each b each b
Sr. List of Materials Per Unit No. Per m. 58 c) Gasket,wool piles Per No 59 d) Concealed lock 60 PVC Pipe Ltr. 61 Chlordane 20% emulsion kg. 62 Blasting powder Rmt 63 Safety fuse Rmt 64 Detonating fuse No 65 Detonator Cft. 66 Teak wood frame 4"x2.5" No. 67 MS Holdfast Kg. 68 Coal tar 69 Flush shutter 35mm (90/- per sft.) Sqm. No 70 Brass hinges 75mm No 71 Brass hinges 100mm No 72 Brass hinges 125mm No 73 Brass screws25mm No. 74 Brass screws25mm sqm. 75 Laminate 1mm Kg. 76 Fevicol Kg. 77 MS tubular Kg. 78 Nails Rmt. 79 MS Z sections (1.5 kg @ 30) Rmt. 80 10mm sq. bars (.785 x 30) Sqm. 81 4mm float glass Kg. 82 Lime Kg. 83 Ultramarine blue Kg. 84 Glue Kg. 85 Sodium chloride Kg. 86 Distemper kg. 87 Whitning Lts 88 Primer Kg. 89 Putty Kg. 90 Oil bound distemper Ltr. 91 Synthetic enamel Ltr. 92 Luster paint Kg. 93 Cement paint Kg. 94 Sandtex paint kg. 95 Antifungal paint ltr. 96 Plastic emulsion Sqm. 97 AC trafford 6mm thk. Kg. 98 Bitminous washers 3mm Kg. 99 GI flat washers 2mm No. 100 GI - 6mm J hooks Rmt. 101 AC -ridges pair Rmt. 102 AC Gutter Sqm. 103 MS precoated sheets 104 MS precoated -ridges (0.6m width ) Rmt. Rmt. 105 MS precoated Gutter Sqm. 106 Alluminium sheets Rmt. 107 Alluminium -ridges (0.6m width ) Rmt. 108 Alluminium Gutter Mt. 109 Structural steel Sqm. 110 FRP Rmt. 111 FRP -ridges (0.6m width ) Rmt. 112 FRP gutter sqm. 113 Chain link sqm. 114 Polycarbonate sheets 115 116 Click on the button for Labour rates Page 227 of 332
Rate (inRs.)
51.75 66.15 78.75 4.725 6.5 8 1200 10 25 968 20 26 35 1.5 2 310 250 32 30 45 23.55 325 1.5 114.98 48.825 10 67 20 60.9 40.95 90.00 141.75 218.75 49.35 86.3625 123.375 205.15 149.1 32 47.25 6.3 94.5 105 319 181.5 216.15 415.8 236.5 302.5 30500 423.5 154 209 156 1400
Labour Rate
Rate (inRs.)
R
marks O.P.Cement binding wire
ag of 25kg. ag of 30kg.
Page 228 of 332
marks
Page 229 of 332
Standard rate of Labour considered for rate analysis Revised on Date : 14-08-06 Sr.No. 1 2 3 4 5 6 7 8 9 10 11
Description Unskilled coolie (Male) Unskilled coolie (Female) Beldar mazdoor Breaker Operator Helper for Breaker operator Rent for Pneumatic Breaker Needle (8 hr.) Machinaries on Hire basis Mixer Lift Vibrator Mixing & pouring for P.C.C. footing M15 grade
Unit per per per per per per
day day day day day day
Per cum Per cum Per cum
Rate 100.00 75.00 80.00 120.00 80.00 1040.00
17.75 Rate is derived from average 17.75 out put of machine (cft) per 7.00 day
Per cum Per cum
120.00 107.20
Per cum Per cum Per cum Per cum Per cum Per cum Per cum Per cum Per cum
107.20 176.00 176.00 150.00 176.00 176.00 160.00 190.00 225.00
Per cum Per cum Per cum Per cum Per cum Per cum Per cum
7.50 16.50 0.00 15.00 15.00 17.50 7.50
Per cum Per cum Per cum Per cum Per cum Per cum Per cum
57.50 86.25 359.38 480.13 310.50 621.00 575.00
Per cum Per cum Per cum Per sqm Per sqm Per sqm Per sqm Per sqm Per sqm Per sqm Per sqm Per sqm
165.00 252.00 164.00 33.48 40.00 41.50 25.30 45.00 47.60 6.64 36.00 4.00
42 Mosaic Tile fixing
Per sqm
32.00
43 Mosaic Tile Skirting fixing
Per rmt
10.00
43 Ceramic Tile fixing
Per sqm
75.00
12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 36 37 37 38 38 39 39 40 40 41
footing M20 grade Columns M15 grade Beams M15 grade Slabs M15 grade Columns M20 grade Beams M20 grade Slabs M20 grade Staircase Pardi works Levelling & finishing for P.C.C. footing Columns Beams Slabs Staircase Pardi works Only Labour rate for Shuttering works P.C.C. Footing Columns Beams Slabs Staircase Pardi works (15cm thk.) Masonry & Plaster works U.C.R. masonry works in plinth U.C.R. masonry for c.wall pillars etc. BBM 350thk. below plinth 23cm B.B.Masonry works 15cm Tokla Brick Masonry works 10cm B.B.Masonry works 15cm C.C.Block Masonry works External plastering single coat External plastering double coat External plastering ( Scaffolding Charges) Internal plastering Internal platering (Scaffolding Charges) Tile Fixing / Polisher
Remarks
Sr.No. 44 44 45 45 46 46 47 47 48 48 49 49 50 50 51 51 52 52 53 53 54 54 55 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81
Description Marble Flooring Ceramic /Glazed dado Tile fixing Mosaic Tile polishing (3 coats) Mosaic Tile Skirting polishing Marble floor Polishing (regular) Marble skirting polishing Marble skirting fixing Kota floor fixing & polishing Kota skirting fixing & polishing Tandoor floor fixing & polishing Tandoor skirting fixing & polishing Rough shahabad Polished shahabad Vitrified tiles flooring Vitrified tiles Dado Granite floor fixing Granite skirting fixing Kota Steps fixing Marble Steps fixing Granite Steps fixing Tandoor steps Kota sill & jams fixing Marble sill & jams fixing Granite sill & jams fixing Tandoor sill & jams Water proofing Works for Box type Toilets / Bathroom (for 200mm sunk) Terrace (roof) Chemical waterproofing Shuttering material charges for P.C.C. works for footing for columns for beams for slabs for Staircase for pardi Reinforcement Works KOTAH STONE Polishing of kotah stone Door frame charges Frame making Powder coating (at 15/- per sft) Enamel painting including red oxide AC sheets fixing MS precoated sheets fixing FRP sheets Alluminium sheets fixing
Revised on Date :
14-08-06
Unit Per sqm Per sqm Per sqm Per rmt Per Sqm Per Sqm Per Sqm. Per Sqm. Per Sqm. Per Sqm. Per Sqm. Per Sqm. Per Sqm. Per Sqm. Per Sqm. Per Sqm. Per Sqm. Per Sqm. Per Sqm. Per Sqm. Per Sqm. Per Sqm. Per Sqm. Per Sqm. Per Sqm.
Rate 100.00 90.00 20.00 9.00 129.00 148.35 110.00 100.00 110.00 86.00 94.60 65.00 80.00 80.00 96.00 172.00 215.00 130.00 167.70 223.60 111.80 132.00 132.00 258.00 113.52
Remarks
Per sqm Per sqm Per sqm Per sqm
325.00 170.00 125.00 130.00
Per cum Per cum Per cum Per cum Per cum Per cum Per cum Per MT Per Sqm Per Sqm
80.00 136.20 1040.00 992.25 682.50 800.00 1520.00 2000.00 100.00 60.00
Per Sqm Per sqm. Per sqm. Per sqm. Per sqm. Per sqm.
161.40 35.00 35.00 72.80 72.80 72.80
Click on the button for entering into "ITEM LIST FOR SELECTION"
Item List
WELCOME TO ITEM SELECTION SHEET Sr. No. 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
Computer code Blank format Earth work Earth work Earth work Earth work Earth work Concreting Concreting Concreting Concreting Concreting Concreting Concreting Concreting Concreting Concreting Masonry Masonry Masonry Masonry Masonry Plastering Plastering Plastering Plastering Flooring Flooring Flooring Flooring Dado W/P W/P W/P Re
ITEMS Earth work in ordinary soil Earth work in Shadu Earth work in Murum Earth work in Soft Rock Earth work in Hard Rock P.C.C. (1:3:6) P.C.C. (1:4:8) C.C. M15 for footing C.C. M20 for footing C.C. M15 for columns C.C. M20 for columns C.C. M15 for Beams C.C. M20 for Beams C.C. M15 for Slabs C.C. M20 for Slabs U.C.R. Masonry 15" thk. B.B.Masonry 9" thk. B.B.Masonry 6" thk. B.B.Masonry 4" thk. C.C. Block masonry 6" thk. External Plastering Single coat External Plastering Double coat Internal Plastering with C.M.1:4 Internal Plastering with C.M.1:5 Mosaic Tile flooring Mosaic Tile Skirting Ceramic Tile flooring Marble Flooring Ceramic /Glazed tile Dado Brickbat waterproofing for Toilet Brickbat waterproofing for Terrace Glazed china mosaic w/p for terrace Reinforcement works Summary of rate analysis
Selection button _1 E1 E2 E3 E4 E5 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 B1 B2 B3 B4 B5 P1 P2 P3 P4 F1 F2 F3 F4 D1 W/P1 W/P2 W/P3 R1 SR
Rate analysis Site:
0 Computer Code No. :
Location : Pune Default Date : Revised on Date : Unit :
Item No. : FDAPL/EX/I/1 Description :
14-08-06 per cum
Excavation in soil and soft murum upto 1.5m depth
Excavation upto 1.5 M depth in ordinary soil or soft murum, old foundations etc. in pits, over areas and in trenches by machinery or otherwise including removing the excavated materials upto a distance of 100 M beyond building premises, stacking as directed dewatering manually or mechanically if required, shoring, strutting, preparing the bed for foundation and necessary back filling in layers including dry and wet compaction etc. complete.
Sr.No. Particulars 1 Materials :
2
Labours : a) Unskilled coolie for excn. b) Labour for backfilling Assuming that one pair to do excavation of 125 cft.
3
Centering & Shuttering NIL
4
Others Shoring Dewatering
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Quantity
Unit
Rate per
Amount
0.56 0.08
No No
100.00 100.00
56.00 8.00
1.00 1.00
L/S L/s
10.00 2.00
10.00 2.00
TOTAL (A)
76.00 1.52 0.38 0.38
TOTAL (B)
78.28 11.74
TOTAL
90.02
2.00% 0.50% 0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
90 /- Per
per cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : Pune Default Date : E3 Revised on Date : Unit :
Item No. : FDAPL/EX/I/3
Description :
Jan 0, 00 14-08-06 per cum
Excavation in Hard Murum & boulders
Excavation upto 1.5 M depth in hard murum & boulders etc. in pits, over areas and in trenches by machinery or otherwise including removing the excavated materials upto a distance of 100 M beyond building premises, stacking as directed dewatering manually or mechanically if required, shoring, strutting, preparing the bed for foundation and necessary back filling in layers including dry and wet compaction etc. complete.
Sr.No. Particulars 1 Materials :
Quantity
Unit
Rate per
Amount
NIL 2
3
Labours : a) Unskilled coolie (Male) ( It is assumed that 1 m/c + 1 f/c can excavate nearly 100cft of murum in a day with specified lead and lift) c) Add for backfilling & compaction
0.70
No
100.00
70.00
0.08
No
100.00
8.00
1.00 1.00
L/S L/s
10.00 2.00
10.00 2.00
TOTAL (A)
90.00 1.80
Centering & Shuttering NIL
4
5
Others Shoring Dewatering
Tools & Plants Charges
2.00%
on total (A)
6 7
8
Water charges Electricity Charges
Over head & Profit
0.50% 0.50%
15.00%
on total (A) on total (A)
0.45 0.45 TOTAL (B)
92.70 13.91
TOTAL
106.61
on total (B)
107 /- Per
Say Rs.
per cum
Prepared by : Name : _________________________________
Site:
0 Computer Code No. :
Sign: ________________
Rate analysis Location : Pune Default Date : E4 Revised on Date : Unit :
Item No. : FDAPL/EX/I/5 Description :
Jan 0, 00 14-08-06 per cum
Excavation in Soft Rock
Excavation upto 1.5 M depth in soft rock in pits and trenches by machinery or otherwise including removing the excavated materials upto a distance of 100 M beyond building premises,stacking as directed dewatering manually or mechanically if required, shoring, strutting, preparing the bed for foundation and necessary back filling in layers including dry and wet compaction etc. complete. Sr.No. Particulars 1 Materials : Nil 2 Labours : a) 1 Breaker Needle with breaker operator ( It is assumed that with a breaker needle in a day we can excavate nearly 200cft and the same with lead & lift as specified.) i.e. For 1 cum. It requires 0.18 days of breaker b) Unskilled coolie 2 nos. (Male) For 150 cft ( 4.25cum) 2 persons are required, therefore for one cum 0.71 person is required Labour for backfilling 3 Centering & Shuttering NIL
Quantity
Unit
Rate per
Amount
0.18
Per day
1040.00
187.20
0.47
No
100.00
47.00
0.08
No
100.00
8.00
4
5 6 7
8
Others Dewatering
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
1.00
2.00% 0.50% 0.50%
15.00%
L/s
2.00
2.00
TOTAL (A)
244.20 4.88 1.22 1.22
TOTAL (B)
251.53 37.73
TOTAL
289.25
on total (A) on total (A) on total (A)
on total (B)
289 /- Per
Say Rs.
per cum
Prepared by : Name : _________________________________
Site:
0 Computer Code No. :
Sign: ________________
Rate analysis Location : Pune Default Date : E5 Revised on Date : Unit :
Item No. : FDAPL/EX/I/8
Jan 0, 00 14-08-06 per cum
Description : Excavation in Hard Rock by chiselling Excavation upto 1.5 M depth in hard rock in pits and trenches by machinery or otherwise including removing the excavated materials upto a distance of 100 M beyond building premises,stacking as directed dewatering manually or mechanically if required, shoring, strutting, preparing the bed for foundation and necessary back filling in layers including dry and wet compaction etc. complete.
Sr.No. Particulars 1 Materials : NIL 2
Labours : a)1 Breaker Needle with operator ( It is assumed that with a breaker needle in a day we can excav-ate nearly 65cft (1.84cum.) with lead & lift as specified.) i.e. For 1 cum. It requires 0.54 days of breaker c) Unskilled coolie (Male) For 100 cft ( 2.83cum) 3 persons are required, therefore for one
Quantity
Unit
Rate per
Amount
0.54
Per day
1000.00
540.00
1.06
No
100.00
106.00
cum1.06 person for 1cum. d) Backfilling 3
Centering & Shuttering NIL
4
Others Dewatering
0.08
No
100.00
8.00
1.00
L/s
2.00
2.00
5 6 7
Tools & Plants Charges Water charges Electricity Charges
2.00% 0.50% 0.50%
TOTAL (A) on total (A) on total (A) on total (A) TOTAL (B)
8
Over head & Profit
15.00%
on total (B) TOTAL 777 /- Per per cum
Say Rs. Prepared by : Name : ________________________________
656.00 13.12 3.28 3.28 675.68 101.35 777.03
Sign : _______________
Rate analysis Site:
0 Computer Code No. :
Location : 0 Default Date : E1 Revised on Date : Unit :
Item No. : FDAPL/EX/I/15 Description :
Jan 0, 00 14-08-06 per Sqm
Soling 230thk. Below floor
Providing and laying 230 mm thick dry trap rubble soling in plinth including filling the interstices with murum and stone chips, watering,compacting, ramming etc complete with all labour and material.
Sr.No. Particulars 1 Materials : a)Rubble b)Murrum
2
Labours : a) Unskilled coolie (Male) b) Unskilled coolie (Female) Assuming that one pair
Quantity
Unit
Rate per
Amount
0.30 0.02
Cum Cum
500.00 120.00
149.50 2.40
0.05 0.05
No No
100.00 100.00
5.40 5.40
to do 200 sft. (18.59 sqm.)Of soling area 3
Centering & Shuttering NIL
4
Others NIL
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00 0.00
2.00% 0.50% 0.50%
15.00%
0.00 0.00
0.00 0.00
TOTAL (A)
162.70 3.25 0.81 0.81
TOTAL (B)
167.58 25.14
TOTAL
192.72
on total (A) on total (A) on total (A)
on total (B)
193 /- Per
Say Rs.
per Sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 Default Date : E1 Revised on Date : Unit :
Item No. : FDAPL/EX/I/12 Description :
Jan 0, 00 14-08-06 per Cum
Filling with selected murrum obtained from excavation
Providing & filling in plinth selected murrum obtained from excavation including spreading, levelling, watering, and ramming (in layers of 15 cms) etc. all complete (consolidated depth will be measured for payment)
Sr.No. Particulars 1 Materials : NIL NIL 2
Labours :
Quantity 0.00
Unit
Rate per 0.00
Amount 0.00
a) Unskilled coolie (Male) Assuming that one male coolie to do100 cft. (2.83cum.) b) Unskilled coolie (for watering & compactor) for 2 hours Net labour required = (2 / 2.83)/8 3
Centering & Shuttering NIL
4
Others (m/c – compactor) Hire charges at 10/- per hour
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.35
No
100.00
35.00
0.09
No
100.00
9.00
1.00
1
10.00
10.00
TOTAL (A)
54.00 1.08 0.27 0.27
TOTAL (B)
55.62 8.34
TOTAL
63.96
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
64 /- Per
Say Rs.
per Cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 Default Date : E1 Revised on Date : Unit :
Item No. : FDAPL/EX/I/13 Description :
Jan 0, 00 14-08-06 per Cum
Filling with outside murrum
Providing & filling in plinth murrum brought from outside including spreading, levelling, watering, and ramming (in layers of 15 cms) etc. all complete (consolidated depth will be measured for payment)
Sr.No. Particulars 1 Materials :
Quantity
Unit
Rate per
Amount
a) Murrum
1.30
Cum
120.00
156.00
0.35
No
100.00
35.00
0.09
No
100.00
9.00
1.00
1
10.00
10.00
TOTAL (A)
210.00 4.20 1.05 1.05
TOTAL (B)
216.30 32.45
TOTAL
248.75
Assuming the difference of loose volume & compacted volume = 30% 2
Labours : a) Unskilled coolie (Male) Assuming that one male coolie to do100 cft. (2.83cum.) b) Unskilled coolie (for watering & compactor) for 2 hours Net labour required = (2 / 2.83)/8
3
Centering & Shuttering NIL
4
Others (m/c – compactor) Hire charges at 10/- per hour
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Say Rs.
249 /- Per
per Cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 Default Date : E1 Revised on Date : Unit :
Item No. : 1 Item No. : FDAPL/EX/I/14
Jan 0, 00 14-08-06 per Cum
Filling with sand
Providin & fillin in linth with a roved sand includin s readin levellin waterin and rammin in
layers of 15 cms) etc. all complete (consolidated depth will be measured for payment)
Sr.No. Particulars 1 Materials : a) Sand
Quantity
Unit
Rate per
Amount
1.20
Cum
850.00
1020.00
0.35
No
100.00
35.00
0.09
No
100.00
9.00
1.00
1
10.00
10.00
TOTAL (A)
1074.00 21.48 5.37 5.37
TOTAL (B)
1106.22 165.93
TOTAL
1272.15
Assuming the difference of loose volume & compacted volume = 20% 2
Labours : a) Unskilled coolie (Male) Assuming that one male coolie to do 100 cft. (2.83cum.) b) Unskilled coolie (for watering & compactor) for 2 hours Net labour required = (2 / 2.83)/8
3
Centering & Shuttering NIL
4
Others (m/c – compactor) Hire charges at 10/- per hour
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Say Rs.
1,272 /- Per
per Cum
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 Default Date : E1 Revised on Date :
Jan 0, 00 14-08-06
Unit :
Item No. : FDAPL/EX/I/16 Description :
per Sqm
Antitermite treatment
Providing & applying preconstructional anti termite treatment to bottom and sides of excavated surfaces by approved agency (MODE of Measurement will be on plinth area basis.)
Sr.No. Particulars 1 Materials : Chemical
Quantity
Unit
Rate per
Amount
0.50
Ltr.
66.15
33.08
0.03
No
100.00
3.10
0.00
0.00
TOTAL (A)
36.18 0.72 0.18 0.18
TOTAL (B)
37.26 5.59
TOTAL
42.85
Assuming the treatment with 10 ltr. Per sqm. Of area & 0.5 ltr. Of chemical Per 10 ltr of water (i.e 5% concentration) 2
Labours : a) Unskilled coolie (for spreading) for 1 hours for one footing of 4 sqm. Area Net labour required = (1 / 4)/8
3
Centering & Shuttering NIL
4
Others (m/c – compactor) 0.00
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
43 /- Per
per Sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 Default Date : E1 Revised on Date : Unit :
Item No. : FDAPL/EX/I/17 Description :
Jan 0, 00 14-08-06 Cum
Carting away surplus excavated earth
Carting away the unwanted excavated,/ demolished material outside the premises and unloading and spreading it as and where required as per the rules of local authority including loading, unloading, carting, spreading etc complete.
Sr.No. Particulars 1 Materials : NIL 2
3
Labours : a) Unskilled coolie 2 nos. do filling of tractor (100cft) in 15 minutes Net labour required = (0.5 / 2.83)
Quantity
Unit
Rate per
Amount 0.00
0.18
No
100.00
18.00
1.00
1
40.00
40.00
TOTAL (A)
58.00 1.16 0.00 0.00
TOTAL (B)
59.16 8.87
TOTAL
68.03
Centering & Shuttering NIL
4
Others (m/c – tractor) Tractor hire charges at 40/- per trip
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.00% 0.00%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
68
per Cum
Prepared by : Name : _________________________________
Sign: ________________
Site:
0 Computer Code No. :
Rate analysis Location : 0 Default Date : E5 Revised on Date : Unit :
Item No. : FDAPL/EX/I/11
Jan 0, 00 14-08-06 per cum
Description : Excavation in Hard Rock by blasting Excavation in Hard Rock for foundation by blasting including removing the excavated material upto a distance of 10m with normal lift upto 1.5m and stacking & spreading in such a way as to not disturd any site activity or as directed. Dewatering Preparing the bed for foundation & necessary back filling, watering including shoring & Shuttering etc. complete.
Sr.No. Particulars 1 Materials :
Quantity
Unit
Rate per
Amount
0.7 2 2 8
Kg. No rmt rmt
78.75 8 4.725 6.5
55.13 16.00 9.45 52
Per hole approx. 250 gm. Of blasting powder & one detonator is required a) Blasting powder b) Detonator c) Safety fuse d) Detonating fuse 2
Labours : a) Unskilled coolie (Male) For 100 cft ( 2.83cum) 3 persons are required, therefore for one cum1.06 person for 1cum.
3
Centering & Shuttering NIL
4
Others Compressor for drilling holes
1.06
No
100.00
106.00
0.50
120
120.00
60.00
TOTAL (A)
298.58 5.97 1.49 1.49 307.53
5 6 7
Tools & Plants Charges Water charges Electricity Charges
2.00% 0.50% 0.50%
on total (A) on total (A) on total (A) TOTAL (B)
8
Over head & Profit
15.00%
on total (B)
Say Rs.
TOTAL 354 /- Per per cum
46.13 353.66
Prepared by : Name : ________________________________
Sign : _______________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/MISC/XI/2 Description :
Jan 0, 00 14-08-06 per Sqm.
Structural steel works
Providing, fabricating & erecting & fixing, cutting, bending, grinding, welding the structural steel work consisting of m.s. plates I beams channels, angles, chequered plates, including fabricating as per shop drawing including erection to required line and level and providing and fixing buts, bolts and required appropriate washers etc. complete including painting
Sr.No. 1
2
Particulars Quantity Assuming area of 15 x 4 = 60 sqm. Materials : a) Structural steel 1.05 (adding 5% for wastage) 155.00 b) Welding rods c) Oxygen Gas 1.50 d) DA 0.50 c) Bolts, nuts & washers 1.00 d) Primer Painting 2.00 d) Enamel Painting 5.00
Mt.
30500.00
32025.00
No. Cyli. Cyli. Kg. lts. lts.
3.50 250.00 800.00 47.25 40.00 110.00
542.50 375.00 400.00 47.25 80.00 550.00
Labours : For fabrication & errection For painting
1.00 1.00
Mt. Mt.
2250.00 450.00
2250.00 450.00
1.00
Day
250.00
250.00
TOTAL (A)
36969.75 739.40
3
Centering & Shuttering Nil
4
Others Welding M/C
5
Tools & Plants Charges
2.00%
Unit
on total (A)
Rate per
Amount
6 7
8
Water charges Electricity Charges
Over head & Profit
0.00% 0.50%
15.00%
on total (A) on total (A)
0.00 184.85 TOTAL (B)
37893.99 5684.10
TOTAL
43578.09
on total (B)
43,578 /- Per
Say Rs.
per Sqm.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/MISC/XI/3 Description :
Jan 0, 00 14-08-06 per No.
12mm dia. Fan hook
Providing & fixing and securing in position box type fan hooks of 12 mm diameter MS rods 30 cm long as directed Sr.No. 1
2
3
Particulars Quantity Assuming area of 15 x 4 = 60 sqm. Materials : a) MS rods 12mm 0.28 (adding 5% for wastage) b) Sand 1.00 c) Binding wire 0.05
Labours : For preparing the hook & fixing in place Fitter (0.5 hrs.) Helper (0.5hrs.)
0.06 0.06
Unit
Rate per
Amount
Kg.
27.50
7.71
L/s Kg.
2.00 32.00
2.00 1.60
No. No.
150.00 100.00
9.38 6.25
TOTAL (A)
26.93
Others
4 5 6
7
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.00% 0.50%
15.00%
on total (A) on total (A) on total (A)
0.54 0.00 0.13 TOTAL (B)
27.61 4.14
TOTAL
31.75
on total (B)
32 /- Per
Say Rs.
per No.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 B1 Default Date : Revised on Date : Unit :
Item No. : FDAPL/MISC/XI/5 Description :
Jan 0, 00 14-08-06 per Sqm.
Chainlink fencing
Providing and erecting in position chain link fencing of GI 18 gauge, 50 mm opening size as required including fixing the angle supports in bed blocks of C:M 1:3:6 at 2.4 m c/c, ms 6 mm dia at top, U nails for fixing, etc complete with all labour and material. - 1.2 m high fencing ( Structural steel for angles,flats will be paid separately) Sr.No. 1
2
3
Particulars Quantity Consider lengthof 24 x 1.2 = 28.8 sqm. Materials : a) Chain link 18 guage 30.24 (adding 5% for wastage) 2.00 b) U nails c) 6mm dia. Wire 12.40 d) Concrete 1:3:6 0.40
Sqm.
156.00
4717.44
Kg. Kg. Cum.
40.00 32.00 1979.00
80.00 396.80 783.68
Labours : For excavation For poles errecting (0.5 mason & 0.5 helpers) For fixing chain link (.5 mason & 1 helpers)
Nos. No. No. No. No.
5 150.00 100.00 150.00 100.00
55.00 75.00 50.00 75.00 100.00
Others
11 0.50 0.50 0.50 1.00
Unit
Rate per
Amount
4 5 6
7
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.00% 0.50%
15.00%
Costing for 28.8 sqm.
Say Rs.
TOTAL (A)
6332.92 126.66 0.00 31.66
TOTAL (B)
6491.25 973.69
TOTAL
7464.93
on total (A) on total (A) on total (A)
on total (B)
259 /- Per
per Sqm.
Prepared by : Name : _________________________________
Sign: ________________
300 mm 46.15385 per mt. 0.3 mm 153.8462 total rods 538.4615
.
12.4 33
CODE
STANDARD ITEMS OF BOQ BRIEF DESCRIPTION OF ITEMS
NO
UNIT
Rate
SECTION I -Work Below Plinth SNJ/EX/ SNJ/EX/I SNJ/EX/I SNJ/EX/I SNJ/EX/I SNJ/EX/I SNJ/EX/I SNJ/EX/I SNJ/EX/I SNJ/EX/I SNJ/EX/I SNJ/EX/I SNJ/EX/I
1 Excavation in soil and soft murum upto 1.5m depth 2 Excavation in soil and soft murum from 1.51 m to 3.0m depth 3 Excavation in hard murum and boulders upto 1.5 m depth 4 Excavation in hard murum and boulders from 1.51 to 3.0 m depth 5 Excavation in soft rock upto 1.5 m depth 6 Excavation in soft rock from 1.51 to 3.0 m depth 7 Excavation in soft rock from 3.1 m to 6.0 m depth 8 Excavation in hard rock upto 1.5m depth ( by chiselling) 9 Excavation in hard rock from 1.51m to 3m depth ( by chiselling) 10 Excavation in hard rock from 3.1m to 6.0m( by Chiselling) 11 Excavation in hard rock by blasting 12 Filling in plinth with selected murum obtained from excavation 13 Filling in plinth with murum brought from outside ( labour+material)
Cum Cum Cum Cum Cum Cum Cum Cum Cum Cum Cum Cum Cum
SNJ/EX/I SNJ/EX/I SNJ/EX/I SNJ/EX/I
14 15 16 17
Cum Sqm Sqm Cum
Filling in plinth sand 230 mm thick dry rubble soling in plinth Providing preconstructional antitermite treatment to plinth Carting away unwanted excavated material outside the premises
90.02 99.02 106.61 117.27 289.25 318.18 350.00 777.03 854.74 940.21 353.66 63.96 248.75 1272.15 192.72 42.85 68.03
SECTION II-PCC Work SNJ/PCC/II SNJ/PCC/II SNJ/PCC/II SNJ/PCC/II SNJ/PCC/II SNJ/PCC/II
1 2 3 4 5 6
Providing and laying PCC 1:5:10 beddintg Providing and laying PCC 1:4:8 bedding Providing and laying PCC 1:3:6 bedding Providing and laying PCC 1:2:4 bedding Providing and laying PCC 1:1.5:3 bedding Providing and laying 1:4:8 plum concrete
Cum Cum Cum Cum Cum Cum
2342.07 2543.77 3311.94
2213.56
SECTION III-RCC Work SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III
1 Providing and casting RCC M20 for footings, foundations, combined footings, eccentric footings, raft, pedastals,pile caps
Cum
2 Providing and casting RCC M20 for columns ( of any size and shpe)upto plinth and in basement 3 Providing and casting RCC M20 for columns ( fo any size and shape) in superstructure at all levels 4 Providing and casting RCC M20 for plinth beams 5 Providing and casting RCC M20 for beams ( of any shape and size) at all levels 6 Providing and casting RCC M20 for beams in grid system 7 Providing and casting RCC M20 for lintels 8 Providing and casting RCC M20 for piles 9 Providing and casting RCC M20 for standard slab(thk upto 200 mm)
Cum
10 Providing and casting RCC M20 slab for loft 11 Providing and casting RCC M20 for cantilever slab upto 2.0 m span
3281.18 4787.63 Cum Cum Cum Cum Cum
5171.26 4840.19 5296.52 5896.03 5483.82
Cum Cum Cum
4428.25 5483.82 5015.69
SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III
SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III SNJ/RCC/III
12 Providing and casting RCC M20 for sloping slab Cum 13 Providing and casting RCC M20 for pyramidal slab Cum 14 Providing and casting RCC M20 for hordi slab Cum 15 Providing and casting RCC M20 for folded slab upto thickness of Cum 150mm 16 Providing and casting RCC M20 for chajjas at any level , of projection Cum upto 0.75m 17 Providing and casting RCC M20 for pardies, parapets, fins, upstands of Cum thickness upto 100 mm 18 Providing and casting RCC M20 for staircase steps and waist slab with Cum riser upto 170 mm and tread upto 300 mm and waist slab thickness upto 200 mm.at all levels. 19 Providing and constructing RCC M20 for coping at all levels Cum 20 Providing and constructing RCC M20 for sills at all levels Cum 21 Providing and constructing RCC walls in M20 Cum 22 Providing and constructing RCC M20 floor Cum 23 Extra for addition or deduction in thickness of the structural members as mentioned above , excluding form work 24 Less for providing concrete of grade M15 in lieu of M20 Cum 25 Extra for providing concrete of grade M25 in lieu of M20 Cum 26 Extra for providing concrete of grade M30 in lieu of M20 Cum 27 Extra for providing concrete of grade M35 in lieu of M20 Cum 28 Extra for providing concrete of grade M40 in lieu of M20 Cum 29 Providing, cutting, bending, laying reinfocement of mild steel, tor steel MT of various diameters including binding wire 30 Welding of bars to existing reinforcement RM 31 Expansion joint for columns RM 32 Expansion joint for beams RM 33 Expansion joint for slab RM 34 Providing post tensioning of beams and slab Sqm 35 Providing anticorrosive treatment to reinforcement MT
4883.83
6208.14 5483.82 6280.99
5426.55 5837.16 5837.16 4998.77
331.88
45499.46 49.76 1099.18 1099.18 1099.18
SECTION IV-Stone /Brick masonry/Block/Siporex Masonry SNJ/MAS/IV SNJ/MAS/IV SNJ/MAS/IV SNJ/MAS/IV SNJ/MAS/IV SNJ/MAS/IV SNJ/MAS/IV SNJ/MAS/IV SNJ/MAS/IV SNJ/MAS/IV SNJ/MAS/IV
1 Providing and constructing 350 mm or above brick masorny below plinth (C:M 1:6) 2 Providing and constructing UCR masonry in C: M 1:6 below plinth for foundation 3 Providing and constructing UCR masonry in C:M 1:6 for compound wall, steps, pillars in superstructure etc 4 Providing and constructing 350 mm thick BB masonry in superstructure for steps, walls, pillars (C:M 1:4) 5 Providing and constructing 230 mm thick BB masonry for walls below plinth (C:M1:6) 6 Providing and constructing 230 mm thick BB masorny for wall in superstructure at all levels(C:M1:6) 7 Providing and constructing 115 mm thick BB masorny in super structure at all levels (C:M 1:4) 8 Providing and constructing 150 mm thick BB masorny in super structure at all levels (C:M 1:4) 9 Providing and constructing coursed rubble masonry 10 Providing and constructing 'Khandki' masonry 11 Providing and constructing 150 mm thk concrete block masonry
Cum 2335.22 Cum 1984.99 Cum 2020.34 Cum 2438.95 Sqm 2085.80 Sqm 2151.57 Sqm 343.43 Sqm Cum Cum Sqm
405.61 1967.96 451.31
SNJ/MAS/IV
12 Providing and constructing 200 mm thk concrete block masonry
Sqm
SNJ/MAS/IV SNJ/MAS/IV
13 Providing and constructing siporex block masonry 100 mm thick 14 Providing and constructing siporex block masonry 150 mm thick
Sqm Sqm
SNJ/MAS/IV
15 Providing and constructing siporex block masonry 200 mm thick
Sqm
615.32 1828.73 135.21 137.64
SECTION V- PLASTERING AND POINTING SNJ/PLAST/V
1 Providing and applying 12 mm thick internal cement plaster C:M 1:4
Sqm 111.94
SNJ/PLAST/V SNJ/PLAST/V
2 Providing and applying 20 mm thick sandface cement plaster C:M 1:5 in Sqm one coat 3 Providing and applying 12mm back coat plaster behind dado C:M 1:4 Sqm
136.15 93.98
SNJ/PLAST/V SNJ/PLAST/V SNJ/PLAST/V SNJ/PLAST/V SNJ/PLAST/V SNJ/PLAST/V SNJ/PLAST/V SNJ/PLAST/V
4 Providing and applying 20 mm thick sand faced cement plaster in two coats first coat with 1:5 & second with 1:4 5 Provding and applying 25 mm thick plaster to toilet sunks and sides, internally to water tanks with waterproofing compound 6 Providing and applying 20 mm thick rough cast plaster 7 Providing and applying pebble dash plaster 8 Providing and applying special finish RENOVO or other such plasters 9 Providing and making flush groove pointing to brick/block masonry 10 Providing and making flush groove pointing to stone masonry 11 Providing and making sunk pointing to stone masonry
Sqm 166.52 Sqm 268.20 Sqm Sqm Sqm Sqm Sqm Sqm
63.90 91.88 89.84
Sqm Sqm
173.66
SECTION VI-FLOORING WORK SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI
1 Providing and laying IPS floor 50 mm thick with ghotai 2 Providing and laying marble mosaic tile flooring 25cmx25cm size - grey cement based 3 Providing and laying marble mosaic tile flooring 30cmx30cm size - grey cement based 4 Providing and laying marble mosaic tile flooring 25cmx25cm size - white cement based 5 Providing and laying marble mosaic tile flooring 30cmx30cm size - white cement based 6 Providing and laying marble stone flooring 7 Providing and laying Kotah stone flooring 8 Providing and laying granite stone flooring 9 Providing and laying tandur stone flooring 10 Providing and laying polished shahabad flooring 11 Providing and laying rough shahabad flooring 12 Providing and laying Jaisalmer stone flooring 13 Providing and laying ceramic tile flooring 14 Providing and laying vitrified tile flooring 15 Providing and laying rough vitrified tile flooring 16 Providing and laying designer tiles - interlocking type 17 Provding and laying interlocking paving blocks 18 Provding and laying chequered tiles 19 Providing and laying marble mosaic tile skirting 125mm size - grey cement based
334.03 Sqm 446.20 Sqm 468.71 Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm
625.65 1462.74 606.28 2438.35 590.30 358.07 285.58 674.99 1188.05 1188.05 707.57 399.42 307.84 555.77
SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI SNJ/FLOOR/VI
20 Providing and laying marble mosaic tile skirting 150 mm size - grey Sqm cement based 21 Providing and laying marble mosaic tile skirting 125mm size - white Sqm cement based 22 Providing and laying marble mosaic tile skirting 150 mm size - white Sqm cement based 23 Providing and laying marble stone skirting Sqm 24 Providing and laying Kotah stone skirting Sqm 25 Providing and laying granite stone skirting Sqm 26 Providing and laying tandur stone skirting Sqm 27 Providing and laying polished shahabad skirting Sqm 28 Providing and laying rough shahabad skirting Sqm 29 Providing and laying Jaisalmer stone skirting Sqm 30 Providing and laying ceramic tile skirting Sqm 31 Providing and laying vitrified tile skirting Sqm 32 Providing and laying rough vitrified tile skirting Sqm 33 Providing and laying ceramic tile dado Sqm 34 Providing and laying marble stone dado Sqm 35 Providing and laying Kotah stone dado Sqm 36 Providing and laying granite stone dado Sqm 37 Providing and laying tandur stone dado Sqm 38 Providing and laying marble stone for treads and risers Sqm 39 Providing and laying Kotah stone for treads and risers Sqm 40 Providing and laying granite stone for treads and risers Sqm 41 Providing and laying tandur stone for treadsand risers Sqm 42 Providing and laying Jaisalmer stone for treads and risers Sqm 43 Providing marble for window sills and jambs Sqm 44 Provding kotah stone for window sills and jambs Sqm 45 Providing granite stone for window sills and jambs Sqm 46 Providing tandur stone for window sills and jambs Sqm 47 Providing, making and erecting in position kitchen platform with RM following specifications. Width of platform 2'3" and height 32" top a. Kadappa slab 40 mm thick as base to granite stone slab. b. Granite stone slab 20 mm thick with polishing, c. Making hole for single bowl stainless steel sink with edge polishing to cut surface of stones d. One shelf of granite below platform e. 2 no of vertical supports of kadappa stone with both side polish and edge polish f. 4" height granite fascia with edge polish As per item no 56 above but with marble stone top slab
SNJ/FLOOR/VI SNJ/FLOOR/VI
RM
As per item no 56 above but with polished kadappa top slab 50 mm RM thick. 50 Providing and laying vitrified tile dado Sqm 51 Provding and laying interlocking paving blocks (heavy duty) Sqm
SECTION V :DOORS & WINDOWS
537.76 696.49 704.78 153.85 68.94 268.72 63.21
71.20 1225.37 1225.37 725.03
162.61 895.36 306.70 72.94 1395.58 653.57 2681.12 609.21 5005.23
3388.21
1800.22 1262.44 578.39
1
Providing and fixing in position door frames in correct line, level and plumb of Teak Wood of size 4" x2.5" including applying coal tar to the surface coming in contact with masorny including 6 no of MS hold fasts fixed in concrete bedblocks in masonry ( 6"x6" size), MS rod at bottom to keep the frame in position etc complete with all labour and material. door size 750mm x 2100 mm
RM
2
As per item no 1 above but for door size 900 x 2100 mm
RM
3
As per item no 1 above but for door size1000 x 2100 mm
RM
4
As per item no 1 above but for door size1200 x 2100 mm
RM
5
As per item no 1 above but for door size1500 x 2100 mm
RM
6
As per item no 01 but with granite door frame of size 170 mm x 20 mm and extra patti for rebate formation for 35 mm thick shutter. Door size 750 x 2100 mm
RM
7
As per item no 6 above but for door size 900 x 2100 mm
RM
8
As per item no 6 above but for door size1000 x 2100 mm
RM
9
As per item no 6 above but for door size1200 x 2100 mm
RM
10
As per item no 6 above but for door size1500 x 2100 mm
RM
11
As per item no 01 but with marble door frame of size 170 mm x 20 mm and extra patti for rebate formation for 35 mm thick shutter. Door size 750 x 2100 mm
RM
12
As per item no11 above but for door size 900 x 2100 mm
RM
13
As per item no 11 above but for door size1000 x 2100 mm
RM
14
As per item no 11 above but for door size1200 x 2100 mm
RM
15
As per item no11 above but for door size1500 x 2100 mm
RM
16
Providing and fixing in position flush block board door shutters 35 mm thick including 25 mm lipping patti, both faces finished with commercial teak ply, including fixing with 4 no of hinges, required screws etc Sq.M complete. - single shutter - size of door - 750 x 2100 mm
468.23
934.46
579.47
1097.63
17
As per item no 16 above but for door size of 900 x 2100 mm
Sq.M
1138.66
18
As per item no 16 above but for door size of 1000 x 2100 mm
Sq.M
1284.05
19
As per item no 16 above but for double shutter door of size 1200 x 2100
Sq.M
20
As per item no 16 above but for double shutter door of size 1500 x 2100
21
Providing and fixing laminate of approved colour and shade to doors including all labour and material
22
Providing and fixing following MS powder coated fittings and fixtures for doors a. Aldrop 250 mm size b. Tadipatti c. Tower bolts d. PVC gattu e. Door stopper f. D type handles
23
24
25
Sq.M
Sq.M
No No No No No No
Providing and fixing following Aluminium fittings and fixtures for doors a. Aldrop 250 mm size b. Tadipatti c. Tower bolts d. PVC gattu e. Door stopper f. D type handles
No No No No No No
Providing and fixing following stainless steel fittings and fixtures of Dline or equivalent make for doors a. Aldrop 250 mm size b. Tadipatti c. Tower bolts d. PVC gattu e. Door stopper f. D type handles
No No No No No No
Providing and fixing following brass fittings and fixtures of D-line or equivalent make for doors a. Aldrop 250 mm size b. Tadipatti c. Tower bolts d. PVC gattu e. Door stopper f. D type handles
No No No No No No
26
Providing and fixing night latch of approved brand to door with all hardware and accessories required
No
27
Providing and fixing in position automatic door closure of approved make including all labour and material complete.
No
28
Providing and fixing peep hole / eye piece of approved make to doors including all labour and material complete
432.01
29
Providing, making and erection in correct line, level and plumb aluminium sliding window with powder coated sections as per detail design and drawing including all accessories such as locking arrangement, rollers, wool pile in tracks, EPDM gaskets, screws, 4 mm thick clear float glass etc complete with all labour and material.- 2 track sliding window
30
As per item no 29 above but with aluminium colour anodised sections do-
31
Providing, making and erection in correct line, level and plumb aluminium sliding window with powder coated sections as per detail design and drawing including all accessories such as locking arrangement, rollers, wool pile in tracks, EPDM gaskets, screws,4 mm thick clear float glass etc complete with all labour and material.- 3 track sliding window with mosquito net
32
As per item no 31 above but with colour anodised aluminium sections do-
33
Providing, making and erection in correct line, level and plumb aluminium sliding window with powder coated sections as per detail design and drawing including all accessories such as locking arrangement, rollers, wool pile in tracks, EPDM gaskets, screws, 6 mm thick clear float glass etc complete with all labour and material.- 4 track sliding window, with mosquito net
34 As per item no 33 above but with colour anodised aluminium sections do35
Providing, making and erection in correct line, level and plumb aluminium sliding window with powder coated sections as per detail design and drawing including all accessories such as locking arrangement, rollers, wool pile in tracks, EPDM gaskets, screws,6 mm thick clear float glass etc complete with all labour and material.- 5 track sliding window, with mosquito net
36 As per item no 35 above but with colour anodised aluminium sections do37
Providing and fixing in position aluminium openable windows with powder coated sections, with all accessories such as hinges, peg stays, 4 mm thick clear float glass, beading, EPDM gaskets, etc complete with all labour and material
38 As per item no 37 above but with colour anodised sections -do39
Providing and fixing in position aluminium louvered windows with powder coated sections as per detail design and drawing with all accessories and 4 mm thick frosted glass for louvers etc complete.
40
Providing and fixing in position aluminium louvered windows with colour anodised sections as per detail design and drawing with all accessories and 4 mm thick frosted glass for louvers etc complete.
41
Providing and erecting in position fixed glazing with aluminium powder coated sections as per detail design and drawing, including all accessories such as polysulphide sealants, stainless steel clips, 12 mm thick glass, all required scaffolding other labour and material complete the item in all respects.
42 As per item no 31 above but with colour anodised aluminium sections
43
44
45
46
Providing, fabricating and fixing in position for grills & railings in Powder coated MS tubular sections of all shapes and size, with weight upto 15 kg / sqm, as per detail design and drawing, all labour and material complete.
1018.76
Providing, fabricating and fixing in position for grills & railings in MS tubular sections with enamel paint of all shapes and size, with weight upto 15 kg / sqm, as per detail design and drawing, all labour and
797.86
Providing and fixing in position MS glazed windows with Z section, 4 mm thick clear float glass, 10 mm MS square bars at 120 mm c/c, reqired springs, putty and two coats of oilpaint etc complete.
1274.64
Providing and fixing in position Sintex door shutters to already fixed granite frame for toilet doors with all accessories complete.
SECTION VIII - WATERPROOFING WORKS 344.17 2818.39
SNJ/WP/VIII SNJ/WP/VIII SNJ/WP/VIII
1 Waterproofing of terrace with brick bat coba upto 115 mm thk 2 Waterproofing of toilet sunks with brick bat coba filling 3 Box type waterproofing for basement walls and wherever required
Sqm Cum Sqm
SNJ/WP/VIII
4 Chemical waterproofing to terrace and toilet sunks
Sqm
604.85 344.17
Sqm
4.71
SECTION IX - PAINTING SNJ/PAINT/IX
1 White wash
SNJ/PAINT/IX SNJ/PAINT/IX SNJ/PAINT/IX SNJ/PAINT/IX SNJ/PAINT/IX SNJ/PAINT/IX SNJ/PAINT/IX SNJ/PAINT/IX SNJ/PAINT/IX
2 3 4 5 6 7 8 9 10
Dry distemper Oil bound distemper Synthetic enamel (oil paint) Plastic emulsion Lustre paint Cement paint Sandtex paint Anti fungal paint such as ACE Aluminium paint to structural steel
Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm
19.39 35.59 46.26 71.68 66.92 36.19 70.77 91.34
SECTION X - ROOFING WORK SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X SNJ/ROOF/X
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
AC sheet roofing AC ridges AC sheet cladding AC flashig AC gutters Precoated sheet roofing Precoated ridges Precoated sheet cladding Precoated sheet flashing Precoated sheet gutters Aluminium sheet roofing Aluminium ridges Aluminium sheet cladding Aluminium flashings Aluminium gutters FRP sheet roof FRP ridges FRP sheet cladding FRP sheet flashing FRP gutters Mangalor tiles with frame work Pan tile roofing on exsting slab FRP domes Polycarbonate sheet domes/ roof covering
Sqm RM Sqm Sqm Sqm Sqm RM Sqm Sqm Sqm Sqm RM Sqm Sqm Sqm Sqm RM Sqm Sqm Sqm Sqm Sqm Sqm Sqm
1.73 136.42
SECTION XI - MISCELLANEOUS WORKS SNJ/MISC/XI SNJ/MISC/XI SNJ/MISC/XI SNJ/MISC/XI SNJ/MISC/XI SNJ/MISC/XI SNJ/MISC/XI SNJ/MISC/XI
1 Structural steel fabrication and erection wherever required for trusses, stanchions, and such other industrial activities. 2 Box type fan hooks 3 Anchor fasteners 4 Fabrication and erection of steel required for railings of balconies, staircases, terraces etc with painting 5 ACP sheet cladding 6 Chain link fencing 4' height 7 Chain link fencing 8' height 8 Barbed wire fencing
MT 330.40 No No Kg Sqm Sqm Sqm Sqm
Rate analysis Site:
0 Computer Code No. :
Location : Pune D1 Default Date : Revised on Date: Unit :
Item No. : FDAPL/DW/VII/1
Jan 0, 00 14-08-06 Rmt.
Description : Providing & fixing TW frame (4"x 2.5") Providing and fixing in position door frames in correct line, level and plumb of Teak Wood of size 4" x2.5" including applying coal tar to the surface coming in contact with masorny including 6 no of MS hold fasts fixed in concrete bedblocks in masonry ( 6"x 6" size), MS rod at bottom to keep the frame in position etc complete with all labour and material. - door size 900mm x 2100 mm Sr.No. Particulars 1 Materials : a) Cement b) Sand ( as approved) c) MS Holdfast d) Teak wood (4*2.5/144*17.83)*1.1 = 1.362 e) MS Tie rod 8mm f) Coal tar 2
3
Labours : Carpenter for frame making Helper for frame making (0.5 carp + 0.2 help are required per cft of frame making) Mason for fixing of frame Unskilled labour
7
Unit
Rate per
0.18 0.01 6.00
Bags Cum Nos.
245.00 1060.00 10.00
44.10 13.78 60.00
1.36 0.34 0.50
Cft Kg. Kg.
1200.00 27.50 25.00
1632.00 9.28 12.50
0.68 0.27
Nos. Nos.
200.00 100.00
136.00 27.20
150.00 80.00
0.00 75.00 16.00
0.00
0.00
TOTAL (A)
2025.86 40.52 0.00 10.13
TOTAL (B)
2076.51 311.48
0.50 0.20
Nos. Nos.
Amount
Others
Nil
4 5 6
Quantity
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.00% 0.50%
15.00%
Total costing for (0.9+2.1*2 = 5.1Rmt.) Say Rs.
Prepared by :
on total (A) on total (A) on total (A)
on total (B) TOTAL 468 /- Per Rmt.
2387.98
Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 D1 Default Date : Revised on Date:
Jan 0, 00 14-08-06 Rmt.
Unit :
Item No. : FDAPL/DW/VII/1
Description : P/F Granite frame (170x20) As per item no 01 but with granite door frame of size 170 mm x 20 mm and extra patti for rebate formation for 35 mm thick shutter. Door size 900x 2100 mm Sr.No. Particulars 1 Materials : a) Cement b) Sand ( as approved) c) MS Holdfast d) Granite with 10% wastage ((0.9+.09*2+2.1*2+.05*2)*.17) + ((.86+2.08*2+.05*2)*(.17-.035)) = 1.606 x 1.1 = 1.77 e) MS Tie rod 8mm f) White / colour cement 2
3
Labours : Labour rate for cutting, fixing & moulding of frame
7
Unit
Rate per
Amount
0.18 0.01 6.00 1.77
Bags Cum Nos. Sqm.
245.00 1060.00 10.00 1695.00
44.10 13.78 60.00 2995.07
0.34 0.25
Kg. Kg.
27.50 30.00
9.28 7.50
1.77
Sqm.
516.00
913.32
0.00
0.00
TOTAL (A)
4043.04 80.86 0.00 20.22
TOTAL (B)
4144.12 621.62
TOTAL
4765.74
Others
Nil
4 5 6
Quantity
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.00% 0.50%
15.00%
Total costing for (0.9+2.1*2 = 5.1 Rmt.)
Say Rs.
Prepared by :
on total (A) on total (A) on total (A)
on total (B)
934 /- Per
Rmt.
Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 D1 Default Date : Revised on Date: Unit :
Item No. : FDAPL/DW/VII/3 Description :
Jan 0, 00 14-08-06 Rmt.
P/F Marble frame (170x20)
As per item no 01 but with marble door frame of size 170 mm x 20 mm and extra patti for rebate formation for 35 mm thick shutter. Door size 900x 2100 mm Sr.No. Particulars 1 Materials : a) Cement b) Sand ( as approved) c) MS Holdfast d) Marble with 10% wastage ((0.9+.09*2+2.1*2+.05*2)*.17) + ((.86+2.08*2+.05*2)*(.17-.035)) = 1.606 x 1.1 = 1.77 e) MS Tie rod 8mm f) White / colour cement 2
3
Labours : Labour rate for cutting, fixing & moulding of frame
7
Unit
Rate per
Amount
0.18 0.01 6.00 1.77
Bags Cum Nos. Sqm.
245.00 1060.00 10.00 946.00
44.10 13.78 60.00 1671.58
0.34 0.25
Kg. Kg.
27.50 30.00
9.28 7.50
1.77
Sqm.
396.00
700.92
0.00
0.00
TOTAL (A)
2507.16 50.14 0.00 12.54
TOTAL (B)
2569.84 385.48
TOTAL
2955.32
Others
Nil
4 5 6
Quantity
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.00% 0.50%
15.00%
Total costing for (0.9+2.1*2 = 5.1 Rmt.)
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
579 /- Per
Rmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
Location : 0 D1 Default Date : Revised on Date:
0 Computer Code No. :
Unit :
Item No. : FDAPL/DW/VII/4 Description :
Jan 0, 00 14-08-06 Sqmt.
P/F flush shutter 35mm
Providing and fixing in position flush block board door shutters 35 mm thick including 25 mm lipping patti, both faces finished with commercial teak ply, including fixing with 4 no of hinges, required screws etc complete. - single shutter - size of door - 750 x 2100 mm Sr.No. Particulars 1 Materials : a) Shutter 35mm thk. (2.055 x 0.66 = 1.356 b) Brass Hinges 75mm c) Brass screws 25mm 2
4
Labours : Carpenter for fixing shutter Helper for fixing shutter (0.2 carp + 0.2 help are required per cft of frame making)
8
Unit
Rate per
Amount
1.36
Sqm.
968.00
1312.61
4.00 16.00
No No
20.00 1.50
80.00 24.00
0.20 0.10
Nos. Nos.
200.00 100.00
40.00 10.00
0.00
0.00
TOTAL (A)
1466.61 29.33 0.00 7.33
TOTAL (B)
1503.27 225.49
TOTAL
1728.76
Others
Nil
5 6 7
Quantity
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.00% 0.50%
15.00%
Total costing for (0.75*2.1 = 1.575 sqmt.)
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
1,098 /- Per
Sqmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 D1 Default Date : Revised on Date: Unit :
Item No. : 31 Description :
Jan 0, 00 14-08-06 Sqmt.
P/F flush shutter 35mm (internal door)
Providing and fixing in position flush block board door shutters 35 mm thick including 25 mm lipping patti, both faces finished with commercial teak ply, including fixing with 4 no of hinges, required screws etc complete. - single shutter - size of door - 900 x 2100 mm Sr.No. Particulars 1 Materials : a) Shutter 35mm thk. (2.055 x 0.81 = 1.356) b) Brass Hinges 100mm c) Brass screws 25mm
2
Labours : Carpenter for fixing shutter Helper for fixing shutter
Quantity
Unit
Rate per
Amount
1.67
Sqm.
968.00
1611.72
4.00 16.00
No No
35.00 1.50
140.00 24.00
0.20 0.10
Nos. Nos.
200.00 100.00
40.00 10.00
0.00
0.00
TOTAL (A)
1825.72 36.51 0.00 9.13
TOTAL (B)
1871.36 280.70
(0.2 carp + 0.2 help are required per cft of frame making) 3 4
5 6 7
8
Centering & Shuttering Nil Others Nil
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.00% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Total costing for (0.9*2.1 = 1.89 sqmt.)
2152.07
TOTAL
1,139 /- Per
Say Rs.
Sqmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 D1 Default Date : Revised on Date: Unit :
Item No. : FDAPL/DW/VII/5 Description :
Jan 0, 00 14-08-06 Sqmt.
P/F flush shutter 35mm (internal door)
Providing and fixing in position flush block board door shutters 35 mm thick including 25 mm lipping patti, both faces finished with commercial teak ply, including fixing with 8 no of hinges, required screws etc complete. - double shutter - size of door - 1500 x 2100 mm Sr.No. Particulars 1 Materials : a) Shutter 35mm thk. (2.055 x 1.41 = 1.356 b) Brass Hinges 125mm c) Brass screws 50mm 2
Labours : Carpenter for fixing shutter Helper for fixing shutter
Quantity
Unit
Rate per
Amount
2.89
Sqm.
1016.40
2937.40
8.00 32.00
No No
35.00 2.00
280.00 64.00
0.50 0.50
Nos. Nos.
200.00 100.00
100.00 50.00
0.00
0.00
TOTAL (A)
3431.40 68.63 0.00 17.16
TOTAL (B)
3517.18
(0.2 carp + 0.2 help are required per cft of frame making)
3
Others
Nil
4 5 6
Tools & Plants Charges Water charges Electricity Charges
0.00
2.00% 0.00% 0.50%
on total (A) on total (A) on total (A)
7
Over head & Profit
15.00%
on total (B)
527.58
Total costing for (1.5*2.1 = 2.52 sqmt.)
4044.76
TOTAL
1,284 /- Per
Say Rs.
Sqmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 D1 Default Date : Revised on Date: Unit :
Item No. : FDAPL/DW/VII/6 Description :
Jan 0, 00 14-08-06 Sqmt.
P/F Laminate of appr. shade & colour
Providing and fixing laminate of approved colour and shade to doors including all labour and material Sr.No. Particulars 1 Materials : a) Laminate sheet of 1 mm thk. b) Fevicol c) Sundry material (plywood pieces & 0.5" nail)
2
Labours : Carpenter for fixing & polishing of laminates Helper
Quantity
Unit
Rate per
Amount
1.00 0.05
Sqm. Kg.
310.00 250.00
310.00 12.50
1.00
L/S
10.00
10.00
0.07 0.20
Nos. Nos.
200.00 100.00
14.00 20.00
0.00
0.00
TOTAL (A)
366.50 7.33 0.00 1.83
(0.2 carp + 0.2 help are required for fixing the sheet of 4'x8' I.e = 2.88 sqm.) & 0.25 help for polishing
3
Others
Nil
4 5 6
Tools & Plants Charges Water charges Electricity Charges
0.00
2.00% 0.00% 0.50%
on total (A) on total (A) on total (A)
7
Over head & Profit
15.00%
TOTAL (B)
375.66 56.35
TOTAL
432.01
on total (B)
432 /- Per
Say Rs.
Sqmt.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 D1 Default Date : Revised on Date: Unit :
Item No. : 31 Description :
Jan 0, 00 14-08-06 Door.
P/F MS powder coated fittings
Providing and fixing following MS powder coated fittings and fixtures for doors, including Aldrop 250mm, tadipatti, towerbolts, PVC gattu, door stopper, D type handle. Sr.No. Particulars 1 Materials : a. Aldrop 300 x 16mm size b. Tadipatti c. Tower bolts d. PVC gattu e. Door stopper f. D type handles g) Screws 2
4
Labours : Carpenter for fixing Helper (0.2 carp + 0.75 help are required for fixing the fittings for one door)
Quantity
Unit
Rate per
Amount
1.00 1.00 1.00 1.00 1.00 2.00 24.00
Nos. Nos. Nos. Nos. Nos. Nos. Nos.
0.00
0.00 0.00 0.00
0.20 0.75
Nos. Nos.
200.00 100.00
40.00 75.00
0.00
0.00
Others
Nil
0.00
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.00% 0.50%
15.00%
. 2.30 0.00 0.58
on total (A) on total (A) on total (A) TOTAL (B)
117.88 17.68
TOTAL
135.56
on total (B)
136 /- Per
Say Rs.
Door.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 D1 Default Date : Revised on Date: Unit :
Item No. : 31 Description :
Jan 0, 00 14-08-06 Door.
P/F Alluminium fittings
Providing and fixing following Alluminium fittings and fixtures for doors, including Aldrop 250mm, tadipatti, towerbolts, PVC gattu, door stopper, D type handle.
Sr.No. Particulars 1 Materials : a. Aldrop 300 x 16mm size b. Tadipatti c. Tower bolts d. PVC gattu e. Door stopper f. D type handles g) Screws
2
Labours : Carpenter for fixing
Quantity
Unit
Rate per
Amount
1.00 1.00 1.00 1.00 1.00 2.00 24.00
Nos. Nos. Nos. Nos. Nos. Nos. Nos.
112.50
112.50 0.00 0.00
0.20
Nos.
200.00
40.00
Helper (0.2 carp + 0.75 help are required for fixing the fittings for one door)
3
0.75
Nos.
100.00
75.00
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
227.50 4.55 0.00 1.14
TOTAL (B)
233.19 34.98
TOTAL
268.17
Centering & Shuttering Nil
Others 4
5 6 7
8
Nil
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00 0.00 0.00
2.00% 0.00% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Say Rs.
268 /- Per
Door.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 D1 Default Date : Revised on Date: Unit :
Item No. : 31 Description :
Jan 0, 00 14-08-06 Door.
P/F stainless steel fittings
Providing and fixing following stainless steel fittings and fixtures for doors, including Aldrop 250mm, tadipatti, towerbolts, PVC gattu, door stopper, D type handle.
Sr.No. Particulars 1 Materials : a. Aldrop 300 x 16mm size b. Tadipatti c. Tower bolts d. PVC gattu e. Door stopper f. D type handles g) Screws
2
3
Labours : Carpenter for fixing Helper (0.2 carp + 0.75 help are required for fixing the fittings for one door)
Quantity
Unit
Rate per
Amount
1.00 1.00 1.00 1.00 1.00 2.00 24.00
Nos. Nos. Nos. Nos. Nos. Nos. Nos.
112.50
112.50 0.00 0.00
0.20 0.75
Nos. Nos.
200.00 100.00
40.00 75.00
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
227.50 4.55 0.00 1.14
TOTAL (B)
233.19 34.98
TOTAL
268.17
Centering & Shuttering Nil
Others 4
5 6 7
8
Nil
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00 0.00 0.00
2.00% 0.00% 0.50%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
268 /- Per
Door.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 D1 Default Date : Revised on Date: Unit :
Item No. : 31 Description :
Jan 0, 00 14-08-06 Door.
P/F Brass fittings
Providing and fixing following Brass fittings and fixtures for doors, including Aldrop 250mm, tadipatti, towerbolts, PVC gattu, door stopper, D type handle.
Sr.No. Particulars 1 Materials : a. Aldrop 300 x 16mm size b. Tadipatti c. Tower bolts d. PVC gattu e. Door stopper f. D type handles g) Screws
2
3
Labours : Carpenter for fixing Helper (0.2 carp + 0.75 help are required for fixing the fittings for one door)
Quantity
Unit
Rate per
Amount
1.00 1.00 1.00 1.00 1.00 2.00 24.00
Nos. Nos. Nos. Nos. Nos. Nos. Nos.
112.50
112.50 0.00 0.00
0.20 0.75
Nos. Nos.
200.00 100.00
40.00 75.00
0.00 0.00
0.00 0.00
Centering & Shuttering Nil
Others 4
Nil
0.00 0.00
0.00
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.00% 0.50%
15.00%
0.00
0.00
TOTAL (A)
227.50 4.55 0.00 1.14
TOTAL (B)
233.19 34.98
TOTAL
268.17
on total (A) on total (A) on total (A)
on total (B)
268 /- Per
Say Rs.
Door.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 D1 Default Date : Revised on Date: Unit :
Item No. : 31 Description :
Jan 0, 00 14-08-06 Door.
P/F Night latch
Providing and fixing night latch of approved brand to door with all hardware and accessories required
Sr.No. Particulars 1 Materials : a) Night Latch b) Screws
2
Labours : Carpenter for fixing Helper
Quantity
Unit
1.00 24.00
Nos. Nos.
0.20 0.20
Nos. Nos.
Rate per
Amount
0.00
200.00 100.00
40.00 20.00
(0.2 carp + 0.2 help are required for fixing the latch for one door)
3
Centering & Shuttering Nil
Others 4
5 6 7
8
Nil
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00 0.00 0.00
2.00% 0.00% 0.50%
15.00%
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
60.00 1.20 0.00 0.30
TOTAL (B)
61.50 9.23
TOTAL
70.73
on total (A) on total (A) on total (A)
on total (B)
Say Rs.
71 /- Per
Door.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 D1 Default Date : Revised on Date: Unit :
Item No. : 31 Description :
Jan 0, 00 14-08-06 Door.
P/F Automatic door closer
Providing and fixing in position automatic door closure of approved make including all l abour and material complete.
Sr.No. Particulars 1 Materials : a) Automatic door closer (godrej or equivalent) b) Screws
2
3
Labours : Carpenter for fixing Helper (0.2 carp + 0.2 help are required for fixing )
Quantity
Unit
1.00 24.00
Nos. Nos.
0.20 0.20
Nos. Nos.
Rate per
Amount
0.00
200.00 100.00
40.00 20.00
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
60.00 1.20 0.00 0.30
TOTAL (B)
61.50 9.23
TOTAL
70.73
Centering & Shuttering Nil
Others 4
5 6 7
8
Nil
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00 0.00 0.00
2.00% 0.00% 0.50%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Say Rs.
71 /- Per
Door.
Prepared by : Name : _________________________________ Rate analysis
Sign: ________________
Site:
0 Computer Code No. :
Location : 0 D1 Default Date : Revised on Date: Unit :
Item No. : 31 Description :
Jan 0, 00 14-08-06 Door.
P/F eye piece
Providing and fixing peep hole / eye piece of approved make to doors including all labour and material complete
Sr.No. Particulars 1 Materials : a) Eye piece b) Screws
2
3
Labours : Carpenter for fixing Helper (0.1 carp + 0.1 help are required for fixing the latch for one door)
Quantity
Unit
1.00 24.00
Nos. Nos.
0.10 0.10
Nos. Nos.
Rate per
Amount
0.00
200.00 100.00
20.00 10.00
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
30.00 0.60 0.00 0.15
TOTAL (B)
30.75
Centering & Shuttering Nil
Others 4
5 6 7
Nil
Tools & Plants Charges Water charges Electricity Charges
0.00 0.00 0.00
2.00% 0.00% 0.50%
on total (A) on total (A) on total (A)
8
Over head & Profit
15.00%
on total (B)
4.61 35.36
TOTAL
35 /- Per
Say Rs.
Door.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 D1 Default Date : Revised on Date: Unit :
Item No. : 31
Jan 0, 00 14-08-06 Sqm.
Description : P/F MS powder coated grills & railing Providing, fabricating and fixing in position for grills & railings in Powder coated MS tubular sections of all shapes and size, with weight upto 15 kg / sqm, as per detail design and drawing, all labour and material complete. Sr.No. Particulars 1 Materials : a) Steel sections b) Nails c) Cement
2
Labours : For fabricating & fixing in position Mason for finishing For powder coating
Quantity
Unit
Rate per
Amount
15.00 0.20 0.05
Kg. Kg. Bag
32.00 32.00 245.00
480.00 6.40 12.25
15.00 0.10 1.27
Kg. No. Sqm.
8.00 200.00 161.40
120.00 20.00 205.62
1.00
L/s
20.00
20.00
0.00
0.00
TOTAL (A)
864.27 17.29 0.00
(Assuming ave. 40x40x1.5mm section of medium wt. Surface area for 1.884 kg. = 0.16 sqm.)Surface area for 15kg. = 1.274 sqm. For paint touch up
4
Others
Nil
5 6
Tools & Plants Charges Water charges
0.00
2.00% 0.00%
on total (A) on total (A)
7
8
Electricity Charges
Over head & Profit
0.50%
15.00%
on total (A)
4.32 TOTAL (B)
885.88 132.88
TOTAL
1018.76
on total (B)
Say Rs.
1,019 /- Per
Sqm.
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 D1 Default Date : Revised on Date: Unit :
Item No. : 31 Description :
Jan 0, 00 14-08-06 Sqm.
P/F MS grills & railing with enamel paint
Providing, fabricating and fixing in position for grills & railings in MS tubular sections of all shapes and size, with weight upto 15 kg / sqm, as per detail design and drawing, painted with one coat of zinc chromate & two coats of enamel paint,all labour and material complete. Sr.No. Particulars 1 Materials : a) Steel sections b) Nails c) Cement
2
Labours : For fabricating & fixing in position Mason for finishing For enamel painting
Quantity
Unit
Rate per
Amount
15.00 0.20 0.05
Kg. Kg. Bag
32.00 32.00 245.00
480.00 6.40 12.25
15.00 0.10 1.27
Kg. No. Sqm.
8.00 200.00 30.00
120.00 20.00 38.22
0.00 0.00
0.00 0.00
TOTAL (A)
676.87
(Assuming ave. 40x40x1.5mm section of medium wt. Surface area for 1.884 kg. = 0.16 sqm.)Surface area for 15kg. = 1.274 sqm. 3
Others
Nil
0.00 0.00
4 5 6
7
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.00% 0.50%
15.00%
on total (A) on total (A) on total (A)
13.54 0.00 3.38 TOTAL (B)
693.79 104.07
TOTAL
797.86
on total (B)
798 /- Per
Say Rs.
Sqm.
Prepared by : Name : _________________________________
Site:
0 Computer Code No. :
Sign: ________________
Rate analysis Location : 0 D1 Default Date : Revised on Date:
Jan 0, 00 14-08-06 Sqm.
Unit : Item No. : 31 Description : P/F MS Z section windows Providing and fixing in position MS glazed windows with Z section, 4 mm thick clear float glass, 10 mm MS square bars at 120 mm c/c, required springs, putty and two coats of oilpaint etc complete. Sr.No. 1
2
4
Particulars Quantity Assuming the window size to be = 1.2 x 1.2m Materials : 9.60 a) MS Zsections (25mm) 8.00 b) 10mm Sq. bars c) 4mm thk. Float glass (with 5% 1.44 wastage) 4.00 d) MS holdfast e) 0.10 f) Nails g) Cement 0.05 h) Fittings (stopper, handle, pin hinges 1.00 I.e = 26+10+20) 0.80 I) Putty Labours : For fabricating & fixing in position (9.6*1.53+8*.785 = 14.2 kg. Mason for finishing For enamel painting For fixing glass (0.22 glazier reqd. for each Sqm.) Others
20.97 0.10 1.08 0.32
Unit
Rate per
Amount
Rmt. Rmt.
45.00 23.55
432.00 188.40
Sqm. Nos
325.00 20.00
468.00 80.00
Kg. Bag
32.00 78.75
3.20 3.94
L/s Kg.
56.00 20.00
56.00 16.00
Kg. No. Sqm. No.
10.00 200.00 30.00 150.00
209.68 20.00 32.40 47.52
Nil
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
0.00
2.00% 0.00% 0.50%
15.00%
Total costing for 1.2 x 1.2m Say Rs.
0.00
0.00
TOTAL (A)
1557.14 31.14 0.00 7.79
TOTAL (B)
1596.07 239.41
TOTAL
1835.48
on total (A) on total (A) on total (A)
on total (B)
1,275 /- Per
Sqm.
Prepared by : Name : _________________________________
Sign: ________________
backup calculation
Item / description PCC (1:3:6) Labour For pouring Male coolie Female coolie
Mason for finishing Carpenter for shuttering ( 2sqm per cum.) Helper for shuttering Add for deshuttering @ 25%
Qty.
Rate
Amount
0.75 0.75
80 80
60 60 120
0.05
150
7.5
0.2 0.2
130 100
26 20 11.5 57.5
Material cost of shuttering Area of shuttering = 2 sqm. Per cum of concrete, for each Sqm. Cost = 23.5 / .65 = 36.15 add 4 rs. For nails & oil etc.
80
RCC M20 for footings Assuming Size of 1.5x1.5x.4 Labour For pouring Male coolie Female coolie
0.67 0.67
80 80
Mason for finishing
0.11
150
Page 1
53.6 53.6 107.2
16.5
Remarks
One carpenter can do 10 sqm. Per day One helper can do 10 sqm. Per day 2.2 sqm Assuming 75mm thk. For 2x2 size ftg. Con = 2.15*2.15*.075 = 0.35 shutt. = 0.0192 2.15*4*.075 = .65 For wooden runner (2.15x4*3.28*4*4/144)*225 = (705) / 30 = 2.6m 23.5 rs. Per 0.65 sqm. 4”x3”Wooden runner at 225/- per cft. = 939.1392 (4*3/144)*8*5*225/78.2616 152.4528
1.6 Conc. = 1.5*1.5*.4 = 0.9cum shutt = 1.5 * 4 *.4 = 2.4 shutt / cum = 2.4/0.9 =2.67 0.9 One mason can do finishing of 9 cum. ( 10 ftgs. )
backup calculation
Carpenter for shuttering (approx = 3.0 sqm) Helper for shuttering Add for deshuttering @ 25%
0.3 0.3
130 100
39 30 17.25 86.25
One carpenter can do 10 sqm. Per day One helper can do 10 sqm. Per day 0.3
Material cost of shuttering
Area of shuttering = 3 sqm. Per cum of concrete, for each Sqm. Cost = 45.4/136.2
1000 rs. For plywood plywood + 750 rs. For wooden wooden runner = (1000+750)/2.88 = 608 rs. Per Sqm. With 20 uses cost per sqm = 608/20 = 30.4, Add 5/- for supports supports & 10/-. For nails & oil etc. Total = 30.4+5+10 =45.4 4”x3”Wooden runner at 225/- per cft. = (4*3/144)*8*5*225/-
RCC M20 for Columns superstrucure Assuming col. Of 600x230 Labour For pouring Male coolie Female coolie
Mason for finishing Carpenter for shuttering (10 sqm. Shutt / cum) Helper for shuttering Add for deshuttering @ 25% 25%
1 .1 1 .1
80 80
88 88 176
0
150
0
1 .2 5 1 .2 5
130 100
162.5 125 71.875 359.375
Material cost of shuttering Area of shuttering = 10 sqm. Per cum of concrete, for each Sqm. Cost = 93.9 + 10/- for wirenails & shuttering oil
1040
Page 2
One carpenter can do 8 sqm. Per day One helper can do 8 sqm. Per day
4.98 1000 rs. (for plywood) + 900 rs. (for wooden runner) = (1000+900)/2.88 = 659 rs. Per Sqm. Sqm. + Rs.4 for supports + 24Rs. For chavis
backup calculation
4”x3”Wooden runner at 225/- per cft. = (4*3/144)*8*6*225/(65.9+4+24) RCC M20 for Columns below plinth assuming column size of 600*230 Labour For pouring Male coolie Female coolie
Mason for finishing Carpenter for shuttering (10sqm / cum. Of conc.) Helper for shuttering Add for deshuttering @ 25%
0.083333333 900
0.9 0.9
80 80
72 72 144
0
150
0
1 1
130 100
130 100 57.5 287.5
One mason can do finishing of 12 cum. (4 ftgs. ) One carpenter can do 10 sqm. Per day One helper can do 10 sqm. Per day
Material cost of shuttering
Area of shuttering = 10 sqm. Per cum of concrete, for each Sqm. Cost = 71.9 + 10/- for wirenails & shuttering oil 820
1000 rs. (for plywood) plywood) + 900 rs. (for wooden runner) = (1000+900)/2.88 = 659 rs. Per Sqm. Sqm. Assuming 15 uses rate per use = 43.9/- add Rs.4 for supports + 24Rs. for chavis. Total = 43.9+4+24 43.9+4+24 = 71.9/4”x3”Wooden runner at 225/- per cft. = (4*3/144)*8*4*225/-
6713.599 671.3599 44.7573267
RCC M20 for beams Labour For pouring Male coolie Female coolie
1.1 1.1
80 80
Page 3
88 88 176
backup calculation
Mason for finishing Carpenter for shuttering (10sqm percum.) Helper for shuttering Add for deshuttering deshuttering @ 25%
0.1
150
15
1.67 1.67
130 100
217.1 167 96.025 480.125
One mason can do finishing of 10 cum. One carpenter can do 6 sqm. Per day One helper can do 6 sqm. Per day
Material cost of shuttering
Area of shuttering = 10.5 sqm. Per cum of conc concre rete te,, for for each each Sqm. Sqm. Cost Cost =97. =97.3, 3, add add 10/10/- for for shuttering oil & nails, nails, total = 84.5+10 =94.5 992.25
1000 rs. (for plywood) plywood) + 1200 rs. (for wooden runner) = (1000+1200)/2.88 = 763 rs. Per Sqm. Sqm. With 12 repetetion rate per sqm = 63.58, add Rs.5 for supports + 16 Rs. For chavis Total = 63.5+5+16 = 84.5 4”x3”Wooden runner at 225/- per cft. = (4*3/144)*8*8*225/- =1200/-
4*4 chavis of 4 feet in length (4 nos). with 25uses, cost = ((4*4*4*4/144)*225) /25 RCC M20 for Plinth & tie beams Labour For pouring Male coolie Female coolie
Mason for finishing Carpenter for shuttering ( 10sqm per cum.) Helper for shuttering Add for deshuttering deshuttering @ 25%
63.58333333 84.5 1.1 1.1
80 80
88 88 176
0.07
150
10.5
1.25 1.25
130 100
162.5 125 71.875 359.375
Material cost of shuttering
Page 4
One mason can do finishing of 15 cum. One carpenter can do 8 sqm. Per day One helper can do 8 sqm. Per day
backup calculation
Area of shuttering = 10 sqm. Per cum of concrete, f or or each Sqm. Cost =65 , add 10/- for shuttering oil & nails, total = 65+10 =75 750
1000 rs. (for plywood) plywood) + 1200 rs. (for (for wooden runner) = (1000+900)/2.88 = 659 rs. Per Sqm. Sqm. With 15 repetetion rate per sqm = 43.9, add Rs.5 for supports + 16 Rs. For chavis Total = 44+5+16 = 65 4”x3”Wooden runner at 225/- per cft. = (4*3/144)*8*6*225/- =1200/-
RCC M20 for lintel beams Labour For pouring Male coolie Female coolie
Mason for finishing Carpenter for shuttering ( 12sqm per cum.) Helper for shuttering Add for deshuttering @ 25%
1.5 1.5
80 80
120 120 240
0.07
150
10.5
2 2
130 100
260 200 115 575
One mason can do finishing of 15 cum. 1.75 One carpenter can do 6 sqm. Per day One helper can do 6 sqm. Per day
Material cost of shuttering Area of shuttering = 12sqm. Per cum of concrete, for each Sqm. Cost = 731 / 10 =73, add 10/- for shuttering oil & nails
RCC M20 for grid beams Labour For pouring Male coolie Female coolie
996
1.5 1.5
80 80
Page 5
120 120
1000 rs. For plywood plywood + 900 rs. For wooden wooden runner = (1000+900)/2.88 = 659 rs. Per Sqm. + 2x(120/10) for 2 no. for supports Total = (659+72) 4”x3”Wooden runner at 225/- per cft. = (4*3/144)*8*6*225/731
backup calculation
240 Mason for finishing Carpenter for shuttering ( 12qm per cum.) Helper for shuttering Add for deshuttering deshuttering @ 25%
0.07
150
10.5
2 2
130 100
260 200 115 575
0.066666667 One mason can do finishing of 15 cum. 1.75 One carpenter can do 6 sqm. Per day One helper can do 6 sqm. Per day
Material cost of shuttering Area of shuttering = 12sqm. Per cum of concrete, for each Sqm. Cost = 102 , add 10/- for shuttering oil & nails 1344
RCC M20 for lift walls Labour For pouring Male coolie Female coolie
Mason for finishing Carpenter for shuttering ( 8sqm per cum.) Helper for shuttering Add for deshuttering deshuttering @ 25%
1.1 1.1
80 80
0
150
0
1.6 1.6
130 100
208 160 92 460
1000 rs. For plywood plywood + 1200 rs. For wooden runner = (1000+1200)/2.88 = 764 rs. Assuming 12uses rate Per Sqm. = 63.6, Add 8/- for supports supports + 30rs for chavis Total = (63.6+8+30) 4”x3”Wooden runner at 225/- per cft. = (4*3/144)*8*8*225/(4*3/144)*8*8*225/- & Chavis 4' long 6 nos with 20 uses (4*4*4/144*225*6/20) (4*4*4/144*225*6/20)
88 88 176 One mason can do finishing of 15 cum. 1.6 One carpenter can do 5 sqm. Per day One helper can do 5 sqm. Per day
Material cost of shuttering Area of shuttering = 8sqm. Per cum of concrete, for for each ach Sqm. qm. Cost ost = 87, 87, add 10/-f 0/-fo or shut shutte teri rin ng oil & nails 776
Page 6
1000 rs. For plywood + 900 rs. For wooden runner = (1000+900)/2.88 = 659 rs. Assuming 12 uses rate Per Per Sqm. = 54.91, Add 8/- for supports supports + 24rs for chavis Total = (55+8+24)
backup calculation
4”x3”Wooden runner at 225/- per cft. = (4*3/144)*8*6*225/RCC M20 for slab Labour For pouring Male coolie Female coolie
1 1
80 80
Mason for finishing
0.1
150
15
1 1
130 100
130 100 80.5 310.5
Carpenter for shuttering ( 7sqm per cum.) Helper for shuttering Add for deshuttering deshuttering @ 35%
80 80 160 One mason can do finishing of 10cum. 1.75 One carpenter can do 7 sqm. Per day One helper can do 7 sqm. Per day
Material cost of shuttering Area of shuttering = 7sqm. Per cum of concrete, for each Sqm. Cost = 87.5 , add 10/- for shuttering oil & nails 682.5 RCC M20 for parapet fins drop w alls upto 125mm thk. Labour For pouring Male coolie Female coolie
Mason for finishing Carpenter for shuttering ( 16sqm per cum.) Helper for shuttering Add for deshuttering deshuttering @ 25%
1.5 1.5
80 80
120 120 240
0.05
150
7.5
2 2
130 100
260 200 115 575
Material cost of shuttering
Page 7
Hire charges for plate = 20/- per month, we have two uses per month, i.e rate per sqm = 20, add for wooden runners 4”x4” @ 3no. per sqm.(37.5/-), add for ballies at 2.5*120/10(30) 2.5*120/10(30) = 20+37.5+30 = 87.5/-
One mason can do finishing of 20cum. 1.75 One carpenter can do 8 sqm. Per day One helper can do 8 sqm. Per day
backup calculation
Area of shuttering = 16sqm. Per cum of concrete, for each Sqm. Cost = 85 , add 10/- for shuttering oil & nails 1520
RCC M20 forStaircases regular(with waist slab upto 175mm) Labour For pouring Male coolie 1.25 Female coolie 1.25
Mason for finishing Carpenter for shuttering ( 8sqm per cum.) Helper for shuttering Add for deshuttering @ 35%
1000 rs. For plywood + 900 rs. For wooden runner = (1000+900)/2.88 = 659 rs. With 12 uses rate per Sqm. =54.91 Add 6/- for supports + 24rs for chavis Total = (55+6+24) = 85
80 80
100 100 200
0.25
150
37.5
One mason can do finishing of 4cum.
2 2
130 100
260 200 161 621
One carpenter can do 4 sqm. Per day One helper can do 4 sqm. Per day
Material cost of shuttering Area of shuttering = 8sqm. Per cum of concrete, for each Sqm. Cost = 89 , add 11/- for shuttering oil & nails 800
RCC M20 for folded Staircases (with thickness upto 150mm) Labour For pouring Male coolie 1.5 Female coolie 1.5
Mason for finishing
0.25
80 80
120 120 240
150
37.5
Page 8
1000 rs. For plywood + 1200 rs. For wooden runner = (1000+1200)/2.88 = 764 rs. Per Sqm. + 8x(120/10) for 8 no. for supports + 32rs for chavis Total = (764+96+32) 892 763.8888889
One mason can do finishing of 4cum.
backup calculation
Carpenter for shuttering (12sqm per cum.) Helper for shuttering Add for deshuttering @ 35%
3 3
130 100
390 300 241.5 931.5
One carpenter can do 4 sqm. Per day One helper can do 4 sqm. Per day
Material cost of shuttering Area of shuttering = 12sqm. Per cum of concrete, for each Sqm. Cost = 91 , add 11/- for shuttering oil & nails 1224
1000 rs. For plywood + 1200 rs. For wooden runner = (1000+1200)/2.88 = 764 rs. Per Sqm. + 8x(120/10) for 8 no. for supports + 48rs for chavis Total = (764+96+48) 908
Reinforcement steel cutting, bending & fixing Labour for 1Mt. Of steel Fitter Helper Foremen Add for straightning & transportation @ 25%
8 8 0.2
110 100 175
880 800 35 428.75 2143.75
For ave. 125 kg. Of steel we require one pair of F/H
Providing & fixing PVC sleeve of 40mm dia. Material cost of sleeves Labour Carpenter
0.43
130
55.9 55.9
0.434782609 One carpenter can do 10 sleeves of 230mm length i.e total = 2.3m 13.75
Providing & fixing UCR masonary in plinth 1.25 times rubble required than the actual Labour mason Unskilled labour (2 nos)
0.46
150
69
1.2
80
96
Page 9
0.23557126 4.245 0.176678445 One mason pair to do 150cft. (I.e.4.245cum) of UCR
backup calculation
165
Providing & fixing UCR masonary for Compound wall etc. 1.25 times rubble required than the actual Labour mason Unskilled labour ( 2 nos per mason) Add for corner stones &
0.46
150
69
1.2
80
96 87
252
87.71929825 One mason pair to do 150cft. (I.e.4.245 cum) of UCR add for corner stones preparation , assuming 3.0m length & 1.5m height, corner stones required 30nos @ 5/- for (.38*3*1.5 = 1.71 cum. I.e 150/1.71 = 87rs. Per cum.
Providing & laying 350mm thk. Below plinth 500 nos. bricks required for one cum of 194.3462898 BBM. 2.3206 Labour mason Unskilled labour ( 2 nos per mason)
0.56
150
84
1
80
80 164
1.219512195 3.5375 One mason pair to do 125ft. (I.e.3.53 cum) of BBM
Providing & laying 350mm thk. In superstructure 500 nos. bricks required for one cum of BBM. Labour mason
0.35
150
Page 10
52.5
backup calculation
Unskilled labour ( 2 nos per mason)
Scaffolding / sand screening etc.
0.7
80
56 108.5
0.57
80
45.6
One mason pair to do 200cft. (I.e.5.66 cum) of BBM Unskilled labour 2 nos. for 1 hour for 10 sqm area ( 3.5cum.)
Providing & laying 230mm thk. Below plinth 500 nos. bricks required for one cum of BBM. Labour mason
0.108
150
16.2
Unskilled labour ( 2 nos per mason)
0.216
80
17.28 33.48
One mason pair to do 150cft. (I.e.4.25 cum = 18.5 sqm.) of BBM
Providing & fixing 230thk. BBM in superstructure 500 nos. of bricks per cum. Of masonary Labour mason
0.162
150
24.3
Unskilled labour ( 2 nos per mason)
0.216
80
17.28 41.58
Scaffolding etc.
0.083
80
6.64
Sand screening
0.0552
53
2.9 9.6
One mason pair to do 150cft. (I.e.4.25 cum = 18.5 sqm.) of BBM
Unskilled labour 2 nos. for 1 hour for 3 sqm area For 1sqm. I.e .23 x .2 = 0.046 cum of sand required. (150 per brass)
Providing & fixing 115 thk.BBM in superstructure 500 nos. of bricks per cum. Of masonary Labour
Page 11
backup calculation
mason
0.17
150
25.5
0.2
80
16 41.5
Scaffolding etc.
0.083
80
6.64
Sand screening
0.02
53
1.1 7.7
Unskilled labour (2 nos)
One mason pair & 3 male c oolie to do 12sqm.. Of BBM Unskilled labour 2 nos. for 1 hour for 3 sqm area For 1sqm. I.e .1 x .2 = 0.02 cum of sand required. (150 per brass)
Providing & fixing 150 thk.BBM in superstructure 48nos. Of bricks of 230*150*75 are required for 1sqm. Labour mason
0.2
150
30
Unskilled labour (2 nos)
0.2
80
16 46
Scaffolding etc.
0.083
80
6.64
Sand screening
0.03
53
1.6 8.2
One mason pair & 3 male c oolie to do 10sqm.. Of BBM Unskilled labour 2 nos. for 1 hour for 3 sqm area For 1sqm. I.e .15 x .2 = 0.03 cum of sand required. (rate 150/- per brass)
Providing & laying coursed rubble masonary 1.25 times rubble required than the actual Labour mason Unskilled labour ( 2 nos per mason) Add for corner stones
0.46
150
69
0.7
80
56 87
Page 12
One mason pair to do 150cft. (I.e.4.52 cum) of rubble masonary
0.03
backup calculation
add for face dressing of stones
0.24
175.00
41.22
253.22 Scaffolding etc.
0.083
80
6.64
Sand screening
0.07
53
3.7 10.4 29.7
One mason can do 150 cft. Of face dressing For corner stones preparation , assuming 3.0m length & 1.5m height, corner stones required 30nos @ 5/- for (.38*3*1.5 = 1.71 cum. I.e 150/1.71 = 87rs. Per cum. Unskilled labour 2 nos. for 1 hour for 3 sqm area For 1sqm. I.e .35 x .2 = 0.07 cum of sand required. (150 per brass) Rate per cum.
Providing & fixing 150 thk.hollow block 24nos. Of blocks of 150*150*300 are required for 1sqm. Labour mason
0.11
150
16.5
Unskilled labour (2 nos)
0.11
80
8.8 25.3
Scaffolding etc.
0.083
80
6.64
Sand screening
0.03
53
1.6 8.2
One mason pair & 2 male c oolie to do 18sqm.. Of BBM (2 brass) Unskilled labour 2 nos. for 1 hour for 3 sqm area For 1sqm. I.e .15 x .2 = 0.03 cum of sand required. (150 per brass)
Providing & fixing 200 thk.hollow block 13nos. Of blocks of 200*200*400 are required for 1sqm. Labour mason
0.11
150
16.5
Unskilled labour (2 nos)
0.11
80
8.8
Page 13
One mason pair & 2 male c oolie to do 18sqm.. Of BBM
18.5873606
0.193
backup calculation
25.3 Scaffolding etc.
0.083
80
6.64
Sand screening
0.04
53
2.1 8.8
Unskilled labour 2 nos. for 1 hour for 3 sqm area For 1sqm. I.e .2 x .2 = 0.04 cum of sand required. (150 per brass)
Providing & fixing 100 thk.Siporex block 24nos. Of blocks of 150*150*300 are required for 1sqm. Labour mason
0.11
150
16.5
Unskilled labour (2 nos)
0.11
80
8.8 25.3
Scaffolding etc.
0.083
80
6.64
Sand screening
0.02
53
1.1 7.7
One mason pair & 2 male c oolie to do 18sqm.. Of BBM (2 brass) Unskilled labour 2 nos. for 1 hour for 3 sqm area For 1sqm. I.e .1 x .2 = 0.02 cum of sand required. (150 per brass)
Providing & fixing 150 thk.Siporex block 24nos. Of blocks of 150*150*300 are required for 1sqm. Labour mason
0.122
150
18.3
Unskilled labour (2 nos)
0.122
80
9.76 28.06
Scaffolding etc.
0.083
80
6.64
Sand screening
0.03
53
1.6 8.2
Page 14
One mason pair & 2 male c oolie to do 18sqm.. Of BBM (150 sft. = 16.4 Sqm.) Unskilled labour 2 nos. for 1 hour for 3 sqm area For 1sqm. I.e .15 x .2 = 0.03 cum of sand required. (150 per brass)
backup calculation
Providing & fixing 200 thk.Siporex block 13nos. Of blocks of 200*200*400 are required for 1sqm. Labour mason
0.122
150
18.3
Unskilled labour (2 nos)
0.122
80
9.76 28.06
Scaffolding etc.
0.083
80
6.64
Sand screening
0.04
53
2.1 8.8
One mason pair & 2 male c oolie to do 18sqm.. Of BBM (150 sft. = 16.4 Sqm.) Unskilled labour 2 nos. for 1 hour for 3 sqm area For 1sqm. I.e .2 x .2 = 0.04 cum of sand required. (150 per brass) 18.75
Providing & laying 12mmthk. Internal neeru plaster
Labour mason Unskilled labour (2 nos)
Scaffolding etc.
Sand screening
0.1 0.2
200 80
20 16 36
0.083
80
6.64
0.012
53
0.6 7.3
One mason can do 10 sqm. Of plaster Unskilled labour 2 nos. for 1 hour for 3 sqm area For 1sqm. I.e 1 x .012 = 0.012 cum of sand required. (150 per brass I.e. 53 / cum)
Providing & laying 25mmthk. Double coat plaster 19mm of Ist coat in 1:5 & 6mm 2nd coat of 1:4 Labour mason
0.13
200
Page 15
26
backup calculation
Unskilled labour (2 nos)
0.27
80
21.6 47.6
Scaffolding etc.
0.083
80
6.64
Sand screening
0.025
53
1.3 8.0
One mason can do 7to 8 sqm. Of plaster & unskilled labour @2 per mason Unskilled labour 2 nos. for 1 hour for 3 sqm area For 1sqm. I.e 1 x .025 = 0.025 cum of sand required. (150 per brass)
Providing & laying waterproof plaster for toiletsun/sides & Tanks 19mm of Ist coat in 1:4 & 6mm Final coat of cement Labour mason
0.2
225
45
Unskilled labour (2 nos)
0.27
80
21.6
Unskilled labour (2 nos)
0.2
80
16 82.6
Scaffolding etc.
0.083
80
6.64
Sand screening
0.025
53
1.3 8.0
Labour mason
0.1
225
22.5
Unskilled labour (2 nos)
0.1
80
8
Unskilled labour (2 nos)
0.05
80
4 34.5
0.083
80
6.64
One mason can do 5 sqm. Of plaster & unskilled labour @2 per mason Unskilled labour at 2 nos can clean upto 10sqm. Area for receiving plaster Unskilled labour 2 nos. for 1 hour for 3 sqm area For 1sqm. I.e 1 x .025 = 0.025 cum of sand required. (150 per brass)
Providing & laying sunk pointing to brickwork
Scaffolding etc.
Page 16
One mason can do 10 sqm. Of pointing & unskilled labour @1 per mason Unskilled labour at 1 nos can clean upto 20sqm. Area for receiving poitnting Unskilled labour 2 nos. for 1 hour for 3 sqm area
backup calculation
Sand screening
0.008
53
0.4 7.1
0.1
225
22.5
Unskilled labour (2 nos)
0.13
80
10.4
Unskilled labour (2 nos)
0.05
80
4 36.9
Scaffolding etc.
0.083
80
6.64
Sand screening
0.008
53
0.4 7.1
For 1sqm. I.e (1 x .025)*.3 = 0.008 cum of sand required. (150 per brass)
Providing & laying sunk pointing to Stone masonary Labour mason
One mason can do 7.5 sqm. Of pointing & unskilled labour @1 per mason Unskilled labour at 1 nos can clean upto 20sqm. Area for receiving poitnting Unskilled labour 2 nos. for 1 hour for 3 sqm area For 1sqm. I.e (1 x .025)*.3 = 0.008 cum of sand required. (150 per brass)
Providing & laying 20mmthk. single coat plaster 20mm one coat in 1:5 Labour mason
0.1
200
20
0.27
80
21.6 41.6
Scaffolding etc.
0.083
80
6.64
Sand screening
0.02
53
1.1 7.7
0.07
200
14
Unskilled labour (2 nos)
Providing & laying 12mmthk.backcoat to dado works
Labour mason
Page 17
One mason can do 10 sqm. Of plaster & unskilled labour @2 per mason Unskilled labour 2 nos. for 1 hour for 3 sqm area For 1sqm. I.e (1 x .02) = 0.02 cum of sand required. (150 per brass)
backup calculation
Unskilled labour (2 nos)
0.2
80
16 30
Scaffolding etc.
0.083
80
6.64
Sand screening
0.012
53
0.6 7.3
One mason can do 15 sqm. Of plaster Unskilled labour 2 nos. for 1 hour for 3 sqm area For 1sqm. I.e (1 x .012) = 0.012 cum of sand required. (150 per brass)
Providing & laying POP over walls & ceiling 20mm one coat in 1:5 Labour mason
0.1
225
22.5
Unskilled labour (2 nos)
0.1
80
8 30.5
Scaffolding / sand screening etc.
0.1
80
8
One mason can do 10 sqm. Of plaster & unskilled labour @1 per mason Unskilled labour 1 nos. for 0.5 hour for 4.35 sqm area ( 1 / .23 = 4.35 sqm.)
Providing & laying 230thk. Soling 20mm one coat in 1:5 Labour mason
0.1
225
22.5
Unskilled labour (2 nos)
0.1
80
8 30.5
Scaffolding / sand screening etc.
0.1
80
8
1.25 1.25
80 80
100 100 200
One mason can do 10 sqm. Of plaster & unskilled labour @1 per mason Unskilled labour 1 nos. for 0.5 hour for 4.35 sqm area ( 1 / .23 = 4.35 sqm.)
RCC M20 for sloping slab Labour For pouring Male coolie Female coolie
Page 18
Assuming that one pair of labour to 0.8 cum of slab concreting 1.25
backup calculation
Mason for finishing
0.13
150
19.5
Carpenter for shuttering ( 8sqm per cum.) Helper for shuttering Add for deshuttering @ 35%
1.33 1.33
130 100
172.9 133 107.065 412.965
Two masons can do finishing of 150 sqm. Of slab One carpenter can do 6 sqm. Per day One helper can do 6 sqm. Per day
Material cost of shuttering Area of shuttering = 7sqm. Per cum of concrete, for each Sqm. Cost = 87.5 , add 10/- for shuttering oil & nails 682.5
Hire charges for plate = 20/- per month, we have two uses per month, i.e rate per sqm = 20, add for wooden runners 4”x4” @ 3no. per sqm.(37.5/-), add for ballies at 2.5*120/10(30) = 20+37.5+30 = 87.5/-
RCC M20 for Cantilever slabs upto 2.0m span Labour For pouring Male coolie Female coolie
1 1
80 80
80 80 160
Mason for finishing
0.07
150
10.5
Carpenter for shuttering ( 7 sqm per cum.) Helper for shuttering Add for deshuttering @ 35%
1.17 1.17
130 100
152.1 117 94.185 363.285
Assuming that one pair of labour to 1 cum of slab concreting 1.25
Two masons can do finishing of 200 sqm. Of slab of 150mm thk. One carpenter can do 6 sqm. Per day One helper can do 6 sqm. Per day
Material cost of shuttering Area of shuttering = 7 sqm. Per cum of concrete, for each Sqm. Cost = 117.5 , add 10/- for shuttering oil & nails 892.5
Page 19
Hire charges for plate = 20/- per month, we have two uses per month, i.e rate per sqm = 20, add for wooden runners 4”x4” @ 3no. per sqm.(37.5/-), add for ballies at (2.5*120)*2/10 i.e. Rs.(60) = 20+37.5+60 = 117.5/117.5
backup calculation
RCC M20 forCopings & sills Labour For pouring Male coolie Female coolie
1.33 1.33
80 80
Mason for finishing
0.44
150
66
2 2
130 100
260 200 161 621
Carpenter for shuttering (20sqm per cum.) Helper for shuttering Add for deshuttering @ 35% Material cost of shuttering Area of shuttering =13 sqm. Per cum of concrete, for eac h Sqm . Cos t = 764 / 15 = 50.93 , add 10/for shuttering oil & nails
106.4 106.4 212.8
1220
20 66.66666667 Size of coping = 0.15 x .10 Assuming that one pair of labour to 50 Rmt of Coping 1.333333333
one masons can do finishing of 100 Rmt. Of coping One carpenter can do 10 sqm. Per day One helper can do 10 sqm. Per day
1000 rs. For plywood + 1200 rs. For wooden runner = (1000+1200)/2.88 = 764 rs. Per Sqm. 50.93333333
IPS 50mm thk. Labour For pouring
Male coolie Female coolie
0.1 0.1
80 80
8 8 16
Mason for finishing Mason helper
0.1 0.1
150 80
15 8 23
Page 20
Assuming that one pair of labour to 10 sqm of IPS (4 panels of 2.5 sqm I.e. =1.58x1.58)
one masons can do finishing of above 4 panels of 10 sqm.
backup calculation
Carpenter for shuttering ( 7 sqm per cum.)
0.034
130
4.42
Helper for shuttering Add for deshuttering @ 35%
0.034
100
3.4 2.737 10.557
Material cost of shuttering Area of shuttering = 0.1sqm. Per sqm of IPS Cost of shutt =23.35 x.1 = 2.35, add 1/- for shuttering oil & nails
One carpenter can do shuttering of about 6.0sqm per day One carpenter can do shuttering of about 6.0sqm per day area = 4x1.58x3x.05 = .948 sqm. Shutt per sqm of IPS = 1.264/10 = 0.0948 Wooden runners of 4"x3" of 2.0m long cost = (4x3/144)*1.58*3.28*12*225 = 467/-, with 20uses = 23.35
4
IPS 50mm thk. Labour For pouring
Male coolie Female coolie
0.1 0.1
80 80
8 8 16
Mason for finishing Mason helper
0.1 0.1
150 80
15 8 23
For Kitchen Otta ; Assuming the size of Kitchen otta = 3.0m x 0.75m x 0.810m Ht. Material cost Kaddappa Base 2.46 vertical support 1.215 Granite 3.675 top 2.34 Facia in length & Ht. 0.376 Granite shelf (1.5x.75) 1.125 3.85 4.0425
Assuming that one pair of labour to 10 sqm of IPS (4 panels of 2.5 sqm I.e. =1.58x1.58)
one masons can do finishing of above 4 panels of 10 sqm.
812.8
220.00 220.00
541.2 267.3
1695.00 1695.00 1695.00
3973.72 637.32 1906.88
Page 21
backup calculation
4.2299125
Box type waterproofing Labour For laying shahabad over mortar bed of 40mm
Male coolie Mason
0.1 0.1
80 80
8 8 16
Mason for finishing Mason helper
0.1 0.1
150 80
15 8 23
Page 22
Assuming that one pair of labour to 10 sqm of IPS (4 panels of 2.5 sqm I.e. =1.58x1.58)
one masons can do finishing of above 4 panels of 10 sqm.
backup calculation
ply battem
ballies
1.34
Page 23
backup calculation
0.375
1.5625
Page 24
backup calculation
Page 25
backup calculation
2.0875
Page 26
backup calculation
Page 27
backup calculation
2.00
Page 28
backup calculation
1.25
Page 29
Rate analysis Site:
0 Computer Code No. :
Location : Pune Default Date : P1 Revised on Date : Unit :
Item No. : 23 Description :
Jan 0, 00 14-08-06 per sqm
Ext. Plaster single coat mortor ratio (1:5)
Providing sand faced plaster externally in cement mortor in all position for a coat of 15 to 20mm thk. in c.m. 1:5 finishing the surface taking out grains and curing for twenty one days scaffolding etc. complete.
Sr.No. Particulars 1 Materials : a) Cement b) Sand
2
Labours : for Plastering
3
Centering & Shuttering Nil
4
Others Scaffolding & sand screening charges
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Quantity
Unit
Rate per
Amount
0.16 0.03
Bags Cum
215.00 1060.00
34.40 31.80
1.00
Sqm
41.60
41.60
1.00
Sqm
7.70
7.70
TOTAL (A)
115.50 2.31 0.58 0.00
TOTAL (B)
118.39 17.76
TOTAL
136.15
2.00% 0.50% 0.00%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
136 /- Per
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : Pune Default Date : P2 Revised on Date : Unit :
Item No. : FDAPL/PLAST/V/4 Description :
Jan 0, 00 14-08-06 per sqm
External Plastering Double coat
Providing & applying 23 mm av. Th 1:3 c.m. sand faced plaster in 2 coats (base coat of 15 mm th and finishing coat of 8 mm th) to concrete & brick surfaces, risers or otherwise including mixing plasticizers & waterproofing compound supplied free as directed as including curing, scaffolding, corners, & edges, bands, splays, grroves, drips, offsets (for which no extra payment will be made) curing etc. complete.
Sr.No. Particulars 1 Materials : a) Cement b) Sand
2
3
Labours : for Plastering
Quantity
Unit
Rate per
Amount
0.22 0.03
Bags Cum
245.00 1060.00
53.90 31.80
1.00
Sqm
47.60
47.60
1.00
Sqm
7.97
7.97
TOTAL (A)
141.27 2.83 0.71 0.00
TOTAL (B)
144.80
Centering & Shuttering Nil
4
5 6 7
Others Scaffolding & sand screening charges
Tools & Plants Charges Water charges Electricity Charges
2.00% 0.50% 0.00%
on total (A) on total (A) on total (A)
8
Over head & Profit
15.00%
on total (B)
21.72 TOTAL
167 /- Per
Say Rs.
166.52
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : Pune Default Date : P3 Revised on Date : Unit :
Item No. : FDAPL/PLAST/V/2 Description :
Jan 0, 00 14-08-06 per sqm
Internal Neeru Plaster CM (1:4)-12mm thk.
Providing & applying av. 12 mm thick 1:4 C.M. plaster with Neeru finish to concrete and brick surfaces including scaffolding, curing etc. complete and also including corners, edge bands, splays, grooves, offsets etc. for which which no extra payment will be made.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Neeru
2
3
Labours : for Plastering
Quantity
Unit
Rate per
Amount
0.13 0.01 0.10
Bags Cum Bags
245.00 1060.00 50.00
31.85 14.84 5.00
1.00
Sqm
36.00
36.00
1.00
Sqm
7.28
7.28
TOTAL (A)
94.97 1.90
Centering & Shuttering Nil
4
5
Others Scaffolding charges
Tools & Plants Charges
2.00%
on total (A)
6 7
8
Water charges Electricity Charges
Over head & Profit
0.50% 0.00%
15.00%
on total (A) on total (A)
0.47 0.00 TOTAL (B)
97.34 14.60
TOTAL
111.94
on total (B)
112 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : Pune Default Date : P4 Revised on Date : Unit :
Item No. : FDAPL/PLAST/V/1 Description :
Jan 0, 00 14-08-06 per sqm
Internal Neeru Plaster CM (1:4) - 20mm thk.
Providing & applying av. 2 cm thick 1:4 C.M. plaster with Neeru finish to concrete and brick surfaces including scaffolding, curing etc. complete and also including corners, edge bands, splays, grooves, offsets etc. for which which no extra payment will be made.
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Neeru
2
Labours : for Plastering work
3
Centering & Shuttering
4
Others Scaffolding charges
Quantity
Unit
Rate per
Amount
0.17 0.02 0.10
Bags Cum Bags
245.00 1060.00 50.00
41.65 25.44 5.00
1.00
Sqm
36.00
36.00
1.00
Sqm
7.28
7.28
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.00%
15.00%
TOTAL (A)
115.37 2.31 0.58 0.00
TOTAL (B)
118.25 17.74
TOTAL
135.99
on total (A) on total (A) on total (A)
on total (B)
136 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 Default Date : P2 Revised on Date :
14-08-06
ITEM NO - FDAPL/PLAST/V/10 Unit : Description :
per sqm
Waterproof plaster
Extra for providing chemical admixtures in plastering for waterproofing as per manufacturer's specifications.( Pidilite / Laticrete / Roffee/ Fosroc or any other approved make)
Sr.No. Particulars 1 Materials : a) Cement b) Sand c) Waterproofing compound
2
3
Labours : for Plastering
Centering & Shuttering
Quantity
Unit
Rate per
Amount
0.34 0.03 0.34
Bags Cum Kg.
245.00 1060.00 40.00
83.30 31.80 13.60
1.00
Sqm
90.86
90.86
Nil 4
5 6 7
8
Others Sand screening & material shifting
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
1.00
2.00% 0.50% 0.00%
15.00%
Sqm
7.97
7.97
TOTAL (A)
227.53 4.55 1.14 0.00
TOTAL (B)
233.21 34.98
TOTAL
268.20
on total (A) on total (A) on total (A)
on total (B)
268 /- Per
Say Rs.
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 Default Date : P2 Revised on Date : Unit :
Item no - FDAPL/PLAST/V/8
Jan 0, 00 14-08-06 per sqm
Description : Pointing to brick masonary Providing and making flush groove pointing to brick / block / stone masonry in C:M 1:3 including scaffolding, curing, cleaning complete with all labour and material.
Sr.No. Particulars 1 Materials : a) Cement b) Sand
2
Labours : for Pointing
Quantity
Unit
Rate per
Amount
0.03 0.01
Bags Cum
245.00 1060.00
7.35 5.30
1.00
Sqm
34.50
34.50
3
Centering & Shuttering Nil
4
5 6 7
8
Others Sand screening & scaffolding
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
1.00
2.00% 0.50% 0.00%
15.00%
Sqm
7.06
7.06
TOTAL (A)
54.21 1.08 0.27 0.00
TOTAL (B)
55.57 8.34
TOTAL
63.90
on total (A) on total (A) on total (A)
on total (B)
Say Rs.
64 /- Per
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 Default Date : P2 Revised on Date :
Item No. : 24 / IV 6
Unit :
Description : Pointing to Stone masonary Providing and making sunk pointing to brick or stone masonry in C:M 1:3 including scaffolding, curing, cleaning etc complete with all labour and material. Sr.No. Particulars Quantity Unit 1 Materials : a) Cement 0.11 Bags b) Sand 0.01 Cum 0.00 0.00 0.00
Rate per 245.00 1060.00 0.00 0.00 0.00 0.00
14-08-06 per sqm
Amount 26.95 5.30 0.00 0.00 0.00 0.00
2
3
Labours : for Pointing
1.00 0.00 0.00 0.00
Sqm
36.90 0.00 0.00 0.00
36.90 0.00 0.00 0.00
1.00 0.00 0.00
Sqm
7.06 0.00 0.00
7.06 0.00 0.00
TOTAL (A)
76.21 1.52 0.38 0.00
TOTAL (B)
78.12 11.72
TOTAL
89.84
Centering & Shuttering Nil
4
5 6 7
8
Others Sand screening & scaffolding
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
2.00% 0.50% 0.00%
15.00%
on total (A) on total (A) on total (A)
on total (B)
Say Rs.
90 /- Per
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. :
Location : 0 Default Date : P4 Revised on Date :
Item No. : 26 / IV 10 Description : Providing POP plaster to walls
Unit : P/A POP plaster to walls
Jan 0, 00 14-08-06 per sqm
Sr.No. Particulars 1 Materials : a) POP
2
Labours : for POP work
3
Centering & Shuttering
4
Others Scaffolding charges
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Quantity
Unit
Rate per
Amount
0.13 0.00 0.00 0.00 0.00 0.00
Bags Cum Bags
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.00 0.00 0.00
Sqm
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
1.00 0.00 0.00
Sqm
0.00 0.00 0.00
0.00 0.00 0.00
TOTAL (A)
0.00 0.00 0.00 0.00
TOTAL (B)
0.00 0.00
TOTAL
0.00
2.00% 0.50% 0.50%
0.00%
on total (A) on total (A) on total (A)
on total (B)
Say Rs.
0 /- Per
per sqm
Prepared by : Name : _________________________________
Sign: ________________
Rate analysis Site:
0 Computer Code No. : Item No. : 26
Location : 0 P4 Default Date : Revised on Date : Unit :
Jan 0, 00 14-08-06 per sqm
Description :
Back coat for dado work 1:4)
Providing & applying av. 12 cm thick 1:4 C.M. plaster without Neeru finish to concrete and brick surfaces including scaffolding, curing etc. complete and also including corners, edge bands, splays, grooves, offsets etc. for which which no extra payment will be made.(behind tile dado)
Sr.No. Particulars 1 Materials : a) Cement b) Sand
2
Labours : for Plastering work
3
Centering & Shuttering
4
Others Scaffolding charges
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Quantity
Unit
Rate per
Amount
0.13 0.01
Bags Cum
245.00 1060.00
31.85 10.60
1.00
Sqm
30.00
30.00
1.00
Sqm
7.28
7.28
TOTAL (A)
79.73 1.59 0.40 0.00
TOTAL (B)
81.72 12.26
TOTAL
93.98
2.00% 0.50% 0.00%
15.00%
Say Rs.
on total (A) on total (A) on total (A)
on total (B)
94 /- Per
per sqm
0.013
0.304 0.00608 0.17024 0.02432 0.1354
0.034
Rate analysis Site:
0 Computer Code No. : Item No. : FDAPL/RCC/III/22 Description :
Location : Pune Default Date : R1 Revised on Date : Unit :
14-08-06 MT
Reinforcement works
Providing and laying in position reinforcemnt steel of various diameters incluidng cutting bending, binding with binding wire for all RCC work like footings, columns, beams, slabs, paradise staircases, chajjas, walls, etc. as per RCC Specialist's design & drawing details with necessary bending, laying, binding, with binding wire, etc. complete. Rate to include all lead & lift.
Sr.No. Particulars 1 Materials : a) Reinforcement steel b) Binding wire
2
Labours : for reinforcement works including cutting, bending, binding etc. including T & P etc. complete.
3
Centering & Shuttering Nil
4
Others
5 6 7
8
Tools & Plants Charges Water charges Electricity Charges
Over head & Profit
Quantity
Unit
Rate per
1.00 12.00
MT Kg
36000.00 38.00
36000.00 456.00
1.00
MT
2143.75
2143.75
TOTAL (A)
38599.75 772.00 0.00 193.00
TOTAL (B)
39564.74 5934.71
TOTAL
45499.46
2.00% 0.00% 0.50%
15.00%
Say Rs. Prepared by :
Amount
on total (A) on total (A) on total (A)
on total (B)
45,499 /- Per
MT
Name : _________________________________
Sign: ________________
Site Name : 0 Location : Pune SINGLE LINE ESTIMATION Sr.No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50
Description
Unit
Excavation in soil and soft murum upto 1.5 #REF! Excavation in Hard Murum & boulders Excavation in Soft Rock Excavation in Hard Rock by chiselling P.C.C. (1 :2:4 ) P.C.C. (1 : 4: 8 ) #REF! C.C. M20 for Footing, raft #REF! C.C. M20 for superstructure Columns #REF! C.C. M20 for floor Beams #REF! C.C. M20 for slab C.C. M20 for Staircase RCC M20 for Pardi, fins UCR In plinth Brick masonary 35cm thk. Below plinth Brick work 35cm thk. In superstructure Plinth Masonry 23cm thk #REF! Ext. Plaster single coat mortor ratio (1:5) External Plastering Double coat Internal Neeru Plaster CM (1:4)-12mm thk. #REF! Grey Mosaic Tile Flooring of 25cm x 25cm #REF! #REF! #REF! #REF! Brickbat water proofing for toilets Brickbat water proofing for terrace Chemical w/p for terrace, toilets Reinforcement works Structural steel works 12mm dia. Fan hook Chainlink fencing 0
per cum #REF! per cum per cum per cum per cum per cum #REF! per cum #REF! per cum #REF! per cum #REF! per cum per cum per cum per cum per cum per cum #REF! #REF! per sqm per sqm per sqm #REF! per sqm #REF! #REF! #REF! #REF! per Cum per sqm per sqm MT per Sqm. per No. per Sqm. 0 0.03 0.005 0.005
0 0
Quantity 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Rate 90 #REF! 107 289 777 3312 2544 #REF! 3281 #REF! 5171 #REF! 5297 #REF! 4428 5427 6281 1985 2335 2439 2086 #REF! 136 167 112 #REF! 334 #REF! #REF! #REF! #REF! 2818 344 327 45499 43578 32 259 0 0 0 0
Total :
