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SCHEDULE -C BASIC RATE AVG.lead 25% FINAL RATEAVERAGE LABOURE RATE CONSIDERED FOR RATE ANALYSIS GF TO 6F
1 Excavation upto 6' 0" depth CFT 4.00 1.00 4.002 Excavation upto 6' 0"- to - 8' 0" depth CFT 5.50 1.00 5.503 Pro.& filling yellow soil brought from outside. CFT 2.00 1.00 2.004 Pro.& filling quarry spoil brought from outside. CFT 2.00 1.00 2.005 Sand filling CFT 2.00 1.00 2.006 Rubble soaling 9" thk. SFT 4.00 1.00 4.007 Rubble soaling thk. Above 9" CFT 6.00 1.00 6.008 Pcc 2" thk. SFT 3.00 1.00 3.009 Pcc 3" thk. SFT 4.00 1.00 4.00
10 Pcc 4" thk. SFT 4.00 1.00 4.0011 Pcc 6" thk. SFT 5.00 1.00 5.0012 9" Auger RFT 18.00 1.00 18.0013 Extra for bulb NO 35.00 1.00 35.0014 Footing CFT 20.00 1.00 20.0015 9"x 9" beam/column RFT 35.00 1.1667 40.8316 9"x12" beam/column RFT 35.00 1.1667 40.8317 9"x15" beam/column RFT 35.00 1.1667 40.8318 12"x 12" col/beam & section > 1 sft CFT 35.00 1.1667 40.8319 4.5" thk.slab SFT 16.00 1.1667 18.6720 5" thk. Slab SFT 17.00 1.1667 19.8321 6" thk. Slab SFT 18.00 1.1667 21.0027 9"x 4" lintel RFT 16.00 1.1667 18.6728 9"x 6" lintel RFT 16.00 1.1667 18.6729 4.5"x 4" lintel RFT 14.00 1.1667 16.3330 4.5"x6" lintel RFT 14.00 1.1667 16.3331 Upto 4" thick chajja/ loft SFT 20.00 1.1667 23.3332 Sloping slab 5" SFT 24.00 1.1667 28.0033 Stair tappa WITH waist slab RFT 100.00 1.1667 116.6734 4" thick Floor slab with nominal reinforcement SFT 6.00 1.00 6.00
6" RCC WALL / PARDI SFT 21.00 1.1667 24.509" RCC WALL / PARDI SFT 24.00 1.1667 28.00
35 9" Brick masonary SFT 6.00 1.1667 7.0036 4.5" brick masonary SFT 5.00 1.1667 5.8337 14" brick masonary SFT 9.50 1.1667 11.0838 4.5" brick mas. Cornice rft 8.00 1.1667 9.33
SCHEDULE -C BASIC RATE AVG.lead 25% FINAL RATEAVERAGE LABOURE RATE CONSIDERED FOR RATE ANALYSIS GF TO 6F
39 Mass masonary CFT 8.00 1.1667 9.3340 9"x 9" Masonary Pillar RFT 11.50 1.1667 13.4241 9"x 12" Masonary Pillar RFT 11.50 1.1667 13.4242 9"x 15" Masonary Pillar RFT 14.00 1.1667 16.3343 9"x 18" Masonary Pillar RFT 14.00 1.1667 16.3344 12"x 12" Masonary Pillar RFT 14.00 1.1667 16.3345 Internal mala plaster SFT 5.00 1.1667 5.8346 Extra over for neeru & cement slurry finishing. SFT 0.50 1.00 0.5047 External Single coat plaster (s.f ) SFT 6.00 1.1667 7.0048 External Double coat plaster (s.f /mala) SFT 8.00 1.1667 9.3349 Vata, patta, tapak RFT 6.00 1.00 6.0050 Stonecrete / Malad with base coat SFT 14.00 1.1667 16.3351 Vata, patta, tapak in Gutka plaster/stonecrete/malad RFT 6.00 1.00 6.0052 Double coat of Gutka Plaster / roller SFT 10.00 1.1667 11.6753 IPS floor finish SFT 7.00 1.1667 8.1754 U.c.r masonary CFT 10.00 1.00 10.0055 Plum concrete CFT 10.00 1.00 10.0056 Flush pointing in rubble masonary SFT 2.00 1.00 2.0057 Exposed pointing in rubble masonary SFT 4.00 1.00 4.0058 Mala plaster on ucr masonary SFT 5.00 1.00 5.0059 KOTA Flooring with ordinary Polish & cutting SFT 8.50 1.1667 9.9260 MARBLE Flooring with ordinary Polish & cutting SFT 12.00 1.1667 14.0061 P.KOTA for sill / james / skirting / tappa / riser / shelves with cutting & jari finishin RFT 8.50 1.1667 9.9262 P.MARBLE for sill / james / skirting / tappa / riser / shelves with cutting & jari finis RFT 12.00 1.1667 14.0063 Ceramic tiles dado / flooring SFT 7.00 1.1667 8.1764 Granamite tiles dado SFT 9.00 1.1667 10.5065 GRANAMITE tile skirting with cutting & jari finishing RFT 8.50 1.1667 9.9266 GRANAMITE tile flooring SFT 8.50 1.1667 9.9267 Granite stone flooring SFT 14.00 1.1667 16.3368 GRANITE for sill / james / skirting / tappa / riser / shelves with cutting & jari finishRFT 14.00 1.1667 16.33
69 MOULDING Of KOTA / MARBLE /GRANITE with with cutting & polishing70 dhar RFT 6.00 1.00 6.0071 dhar+champher - Dc RFT 8.00 1.00 8.0072 champher+dhar+champher - Dcc RFT 11.00 1.00 11.00
SCHEDULE -C BASIC RATE AVG.lead 25% FINAL RATEAVERAGE LABOURE RATE CONSIDERED FOR RATE ANALYSIS GF TO 6F
73 Half round RFT 15.00 1.00 15.0074 Full round RFT 25.00 1.00 25.0075 Extra over on simple polishing for Mirror polish76 Marble SFT 10.00 1.00 7.5077 Kota SFT 8.50 1.00 6.0078 Waterproof in terrace with brick bats SFT 9.00 1.1667 10.5079 Waterproof vata RFT 9.00 1.1667 10.5080 Waterproof toilet sunk with brick bats concrete and base plaster SFT 13.00 1.1667 15.1781 China mosaic SFT 12.00 1.1667 14.0082 Kolshi filling CFT 2.00 1.00 2.0083 Manglore tile SFT 9.90 1.00 9.9084 Flush door with frame-beading patti- laminate- hardware-fixing comp. SFT 30.00 1.00 30.0085 Window shutter with frame-glass- hardware-fixing comp. SFT 35.00 1.00 35.0086 Architave patti making & fixing RFT 5.00 1.00 5.00
NOTE: ABOVE LABOUR RATE WITH AVERAGE LEAD FOR G+6 STOREY BUILDING WITH STAIR CABIN / L-M ROOM CONSIDERED FOR RATE ANALYSIS
CONCRETE GRADES
GRADE PROPN MAT. COST PROFIT TOTAL TOTAL L&T SNS mixCFT CM with vat with vat
M8 `1:04:08 39.54 4.61 44.15 1559.14 0 0.00
M10 `1:03:06 45.65 5.04 50.69 1790.10 2600 0.00
M15 `1:02:04 55.28 6.58 61.86 2184.57 2700 0.00
M20 `1:1.5:03 68.31 7.85 76.16 2689.57 2825 2903.00
M25 `1:1:2 79.46 8.88 88.34 3119.70 2925 3018.00
M30 NIL 95.47 10.42 105.89 3739.47 3050 3150.00
cement cement fly ashM8 `1:04:08 kg kg
M10 `1:03:06 185 0 100
M15 `1:02:04 200 0 100
M20 `1:1.5:03 225 245 95
M25 `1:1:2 245 270 105
M30 NIL 280 300 110
Page 5
SCHEDULE -BBASIC RATES CONSIDERED FOR RATE ANALYSIS
NO ITEM RATE1 UNIT REMARK
1 CEMENT OPC 230.00 BAG
2 CEMENT PPC 230.00 BAG
3 STEEL 35000.00 TON GALLET /BURN
4 KAPCHI 1900.00 BRASS
5 BLACK SAND 1600.00 BRASS
6 YELLOW SAND 1600.00 BRASS
7 BRICKS 3.00 NO
8 YELLOW SOIL 500.00 BRASS
9 QUARRY SPOIL 900.00 BRASS
10 9" RUBBLE 1100.00 BRASS
11 LIME (5KG BAG) 19.00 BAG
12 MARBLE SLAB (GREEN) 40.00 SFT
13 MARBLE SLAB (WHITE , RAJNAGAR) 35.00 SFT
14 BLACK GRANITE - SOUTH 115.00 SFT
15 BLACK GRANITE - COMERTIAL 85.00 SFT
16 COLOR GRANITE 125.00 SFT ONWARDS
17 KOTA (22" X 16") 22.00 SFT 1/2" -3/4" THICK
18 KOTA SLAB 27.50 SFT
19 GRANITE TILE (2' X 1') 45.00 SFT
20 VETRIFIED ( 24 X 24 ) 32.00 SFT ONWARDS
21 VETRIFIED ( 32 X 32 ) 42.00 SFT ONWARDS
22 VETRIFIED ( 36 X 36 ) 65.00 SFT ONWARDS
23 VETRIFIED ( 39 X 39 ) 70.00 SFT ONWARDS
24 GLAZE TILES ( 6 X 8 ) 120.00 PER BOX REGULAR TILE
25 GLAZE TILES ( 8 X 8 ) 160.00 PER BOX
26 GLAZE TILES ( 8 X 12 ) 110.00 PER BOX
27 GLAZE TILES ( 12 X 12 ) 165.00 PER BOX
28 GLAZE TILES ( 12 X 18 ) 230.00 PER BOX
29 GLAZE TILES ( 12 X 24 ) 330.00 PER BOX
30 GLAZE TILES ( 13 X 10 ) 230.00 PER BOX
31 RUSTIK TILES ( 12 X 12 )Nitco ceramic 25.50 SFT
32 PARSOLINA TILES (24 X 24) 25.50 SFT
33 SAL WOOD 651.00 CFT
34 TEAK WOOD (GHANA) 1200.00 CFT
35 4MM PLAIN GLASS 24.00 SFT
36 FLUSH DOOR MR GRADE 45.00 SFT
37 FLUSH DOOR PF GRADE 50.00 SFT
38 LAMINATE 0.8 MM THICK 12.00 SFT
39 LAMINATE 1MM THICK 24.00 SFT
40 VINEER LAMINATE 40.00 SFT
41 WOODEN MOULDING 2 X 1/2 12.00 RFT
42 MAIN DOOR LATCH LOCK 650.00 NO
43 MORTICE LOCK WITH KEY 350.00 NO
44 MORTICE LOCK WITHOUT KEY 350.00 NO
45 3" CP BRASS STOPPER 22.00 NO
46 4" CP BRASS STOPPER 25.00 NO
47 6" CP BRASS STOPPER 35.00 NO
48 4" CP BRASS HANDLE 18.00 NO
49 6" CP BRASS HANDLE 26.00 NO
Page 650 10" CP BRASS HANDLE 175.00 NO
51 8" S.S WIN.HOOK 14.00 NO
52 3" S.S HINGES 9.50 NO
53 4" S.S HINGES 17.00 NO
54 5" S.S HINGES 26.00 NO
55 DOOR STOPPER CP BRASS 130.00 NO
56 DOOR EYE S.S. 80.00 NO
57 DOOR HOLDER MAGNET PVC 50.00 NO
FOLLOWING ITEMS ARE PRO / APPLYING
58 CEMENT PRIMER (Asian/Narolac) 1.10 SFT
59 ACRYLIC WALL PUTTY 2.65 SFT
60 OIL PAINT 5.25 SFT
61 LUSTER PAINT 7.50 SFT
62 PLASTICK PAINT 7.00 SFT
63 WEATHER SHIELD 7.50 SFT
64 APEX EXTERIOR COLOR 6.50 SFT
65 TEXTURE PLASTER WITH APEX COLOR 18.50 SFT
66 POP PUNNING 12.00 SFT
67 POP CEILLING 35.00 SFT
68 GYPSUM CEILLING 45.00 SFT
69 ANODISED ALUMINIUM VENTILATION with Bajari glass 165.00 SFT
70 ANODISED ALUMINIUM WINDOW with Bajari glass 150.00 SFT
71 M.S GRILL 40.00 KG
72 FRENCH POLISH 6.00 SFT
73 MELAMINE POLISH 22.00 SFT
Page 7SCHEDULE -DBASIC ITEM RATE ANALYSIS
SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
1 Pro.& filling black sand brought from outside.
black sand 1.00 1600.00 1600.00
shrinkage 15 % 0.20 320.00
mat. Cost 1920.00 19.20
labor cost 100.00 2.00 200 2.00
2120.00
5% ohd/.supervision+ water + el.power 5.00 106.00 1.06
profit on material 15.00 288.00 2.88
profit ON LABOUR 15.00 30.00 0.30
total cost 2544.00
25.44
2 Pro.& filling yellow soil brought from outside.
yellow soil 1.00 500.00 500.00
shrinkage 35 % 0.35 175.00
mat. Cost 675.00 6.75
labor cost 100.00 2.00 200 2.00
875.00
5% ohd/.supervision+ water + el.power 5.00 43.75 0.44
profit on material sup. By owner
profit 15.00 875.00 131.25 1.31
total cost 1050.00
10.50
Page 8SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
3 Pro.& filling quarry spoil brought from outside.
quarry spoil 1.00 900.00 900.00
shrinkage 20% 0.20 180.00
mat. Cost 1080.00 10.80
labor cost 100.00 2.00 200 2.00
1280.00
5% ohd/.supervision+ water + el.power 5.00 64.00 0.64
profit on material sup. By owner
profit ON LABOUR PART 15.00 1280.00 192.00 1.92
total cost 1536.00
15.36
4 Rubble soaling 9" thk.
Ruble 1.00 1100.00 1100.00
mat. Cost 1100.00 11.00
labor cost 100.00 4.00 400 4.00
1500.00
5% ohd/.supervision+ water + el.power 5.00 75.00 0.75
profit 15.00 1500.00 225.00 2.25
total cost 1800.00
18.00
Page 9SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
5 Rubble soaling thk. Above 9"
Ruble 1.00 1100.00 1100.00
mat. Cost 1100.00 11.00
labor cost 100.00 6.00 600 6.00
1700.00
5% ohd/.supervision+ water + el.power 5.00 85.00 0.85
profit 15.00 1700.00 255.00 2.55
total cost 2040.00
20.40
6 2" THK PCC (1:4:8)
total concrete 100.00 0.17 16.67
cement 8.11 1.35 230.00 310.88 3.11
sand 0.63 0.10 1600.00 166.99 1.67
metal 0.84 0.14 1900.00 264.42 2.64
mat. Cost 742.29
labor cost 100.00 3.00 300.00 3.00
1042.29
5% ohd/.supervision+ water + el.power 5.00 52.11 0.52
10% profit on cement supply by owner 10.00 310.88 31.09 0.31
15% profit on other material 15.00 431.40 64.71 0.65
profit on labor part 15.00 300.00 45.00 0.45
total cost 1235.20
12.35
7 3" THK PCC (1:4:8)
total concrete 100.00 0.25 25.00
cement 8.11 2.03 230.00 466.33 4.66
sand 0.63 0.16 1600.00 250.48 2.50
metal 0.84 0.21 1900.00 396.63 3.97
mat. Cost 1113.43
labor cost 100.00 4.00 400.00 4.00
1513.43
5% ohd/.supervision+ water + el.power 5.00 75.67 0.76
10% profit on cement supply by owner 10.00 466.33 46.63 0.47
15% profit on other material 15.00 647.11 97.07 0.97
profit on labor part 15.00 400.00 60.00 0.60
total cost 1792.80
17.93
8 3" THK PCC (1:3:6)
total concrete 100.00 0.25 25.00
cement 11.39 2.85 230.00 654.93 6.55
sand 0.57 0.14 1600.00 227.72 2.28
metal 0.85 0.21 1900.00 405.65 4.06
mat. Cost 1288.30
labor cost 100.00 4.00 400.00 4.00
1688.30
5% ohd/.supervision+ water + el.power 5.00 84.41 0.84
10% profit on cement supply by owner 10.00 654.93 65.49 0.65
15% profit on other material 15.00 633.37 95.01 0.95
profit on labor part 15.00 400.00 60.00 0.60
total cost 1993.21
Page 10SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
19.93
Page 11SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
9 4" THK PCC (1:4:8)
total concrete 100.00 0.33 33.33
cement 8.11 2.70 230.00 621.77 6.22
sand 0.63 0.21 1600.00 333.97 3.34
metal 0.84 0.28 1900.00 528.83 5.29
mat. Cost 1484.57
labor cost 100.00 4.00 400.00 4.00
1884.57
5% ohd/.supervision+ water + el.power 5.00 94.23 0.94
10% profit on cement supply by owner 10.00 621.77 62.18 0.62
15% profit on other material 15.00 862.81 129.42 1.29
profit on labor part 15.00 400.00 60.00 0.60
total cost 2230.40
22.30
10 4" THK PCC (1:3:6)
total concrete 100.00 0.33 33.33
cement 11.39 3.80 230.00 873.23 8.73
sand 0.57 0.19 1600.00 303.63 3.04
metal 0.85 0.28 1900.00 540.87 5.41
mat. Cost 1717.73
labor cost 100.00 4.00 400.00 4.00
2117.73
5% ohd/.supervision+ water + el.power 5.00 105.89 1.06
10% profit on cement supply by owner 10.00 873.23 87.32 0.87
15% profit on other material 15.00 844.49 126.67 1.27
profit on labor part 15.00 400.00 60.00 0.60
total cost 2497.61
24.98
11 6" THK PCC (1:4:8)
total concrete 100.00 0.50 50.00
cement 8.11 4.06 230.00 932.65 9.33
sand 0.63 0.31 1600.00 500.96 5.01
metal 0.84 0.42 1900.00 793.25 7.93
mat. Cost 2226.86
labor cost 100.00 5.00 500.00 5.00
2726.86
5% ohd/.supervision+ water + el.power 5.00 136.34 1.36
10% profit on cement supply by owner 10.00 932.65 93.27 0.93
15% profit on other material 15.00 1294.21 194.13 1.94
profit on labor part 15.00 500.00 75.00 0.75
total cost 3225.60
32.26
12 6" THK PCC (1:3:6)
total concrete 100.00 0.50 50.00
cement 11.39 5.70 230.00 1309.85 13.10
sand 0.57 0.28 1600.00 455.44 4.55
metal 0.85 0.43 1900.00 811.30 8.11
mat. Cost 2576.59
labor cost 100.00 5.00 500.00 5.00
3076.59
5% ohd/.supervision+ water + el.power 5.00 153.83 1.54
10% profit on cement supply by owner 10.00 1309.85 130.99 1.31
Page 12SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
15% profit on other material 15.00 1266.74 190.01 1.90
profit on labor part 15.00 500.00 75.00 0.75
total cost 3626.42
36.26
Page 13SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
13 9" AUGER (M-20)
total concrete 100.00 0.44 44.16
cement 22.00 9.71 230.00 2234.31 22.34
sand 0.5219 0.23 1600.00 368.72 3.69
metal 0.7828 0.35 1900.00 656.74 6.57
mat. Cost 3259.77
labor cost 100.00 18.00 1800.00 18.00
5059.77
5% ohd/.supervision+ water + el.power 5.00 252.99 2.53
10% profit on cement supply by owner 10.00 2234.31 223.43 2.23
15% profit on other material 15.00 1025.47 153.82 1.54
profit on labor part 15.00 1800.00 270.00 2.70
total cost 5960.01
59.60
14 FOUNDATION (M-20)
total concrete 100.00 1.00 100.00
cement 22.00 22.00 230.00 5060.00 50.60
sand 0.5219 0.52 1600.00 835.04 8.35
metal 0.7828 0.78 1900.00 1487.32 14.87
mat. Cost 7382.36
labor cost 100.00 20.00 2000.00 20.00
9382.36
5% ohd/.supervision+ water + el.power 5.00 469.12 4.69
10% profit on cement supply by owner 10.00 5060.00 506.00 5.06
15% profit on other material 15.00 2322.36 348.35 3.48
profit on labor part 15.00 2000.00 300.00 3.00
total cost 11005.83
110.06
15 6"x 9" BEAM ( M-20)
total concrete 100.00 0.38 37.50
cement 22.00 8.25 230.00 1897.50 18.98
sand 0.5219 0.20 1600.00 313.14 3.13
metal 0.7828 0.29 1900.00 557.75 5.58
mat. Cost 2768.39
labor cost 100.00 40.83 4083.33 40.83
6851.72
5% ohd/.supervision+ water + el.power 5.00 342.59 3.43
10% profit on cement supply by owner 10.00 1897.50 189.75 1.90
15% profit on other material 15.00 870.89 130.63 1.31
profit on labor part 15.00 4083.33 612.50 6.13
total cost 8127.19
81.27
16 6"x 12" BEAM / ( M-20)
total concrete 100.00 0.50 50.00
cement 22.00 11.00 230.00 2530.00 25.30
sand 0.5219 0.26 1600.00 417.52 4.18
metal 0.7828 0.39 1900.00 743.66 7.44
mat. Cost 3691.18
labor cost 100.00 40.83 4083.33 40.83
7774.51
5% ohd/.supervision+ water + el.power 5.00 388.73 3.89
10% profit on cement supply by owner 10.00 2530.00 253.00 2.53
Page 14SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
15% profit on other material 15.00 1161.18 174.18 1.74
profit on labor part 15.00 4083.33 612.50 6.13
total cost 9202.92
92.03
Page 15SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
17 9"x 9" BEAM / COLUMN ( M-20)
total concrete 100.00 0.56 56.25
cement 22.00 12.38 230.00 2846.25 28.46
sand 0.5219 0.29 1600.00 469.71 4.70
metal 0.7828 0.44 1900.00 836.62 8.37
mat. Cost 4152.58
labor cost 100.00 40.83 4083.33 40.83
8235.91
5% ohd/.supervision+ water + el.power 5.00 411.80 4.12
10% profit on cement supply by owner 10.00 2846.25 284.63 2.85
15% profit on other material 15.00 1306.33 195.95 1.96
profit on labor part 15.00 4083.33 612.50 6.13
total cost 9740.78
97.41
18 9"x 12" BEAM / COLIMN ( M-20)
total concrete 100.00 0.75 75.00
cement 22.00 16.50 230.00 3795.00 37.95
sand 0.5219 0.39 1600.00 626.28 6.26
metal 0.7828 0.59 1900.00 1115.49 11.15
mat. Cost 5536.77
labor cost 100.00 40.83 4083.33 40.83
9620.10
5% ohd/.supervision+ water + el.power 5.00 481.01 4.81
10% profit on cement supply by owner 10.00 3795.00 379.50 3.80
15% profit on other material 15.00 1741.77 261.27 2.61
profit on labor part 15.00 4083.33 612.50 6.13
total cost 11354.37
113.54
19 9"x 15" BEAM / COLIMN ( M-20)
total concrete 100.00 0.94 93.75
cement 22.00 20.63 230.00 4743.75 47.44
sand 0.5219 0.49 1600.00 782.85 7.83
metal 0.7828 0.73 1900.00 1394.36 13.94
mat. Cost 6920.96
labor cost 100.00 40.83 4083.33 40.83
11004.30
5% ohd/.supervision+ water + el.power 5.00 550.21 5.50
10% profit on cement supply by owner 10.00 4743.75 474.38 4.74
15% profit on other material 15.00 2177.21 326.58 3.27
profit on labor part 15.00 4083.33 612.50 6.13
total cost 12967.97
129.68
20 COLUMN /BEAM S/C >=1CFT (M-20)
total concrete 100.00 1.00 100.00
cement 22.00 22.00 230.00 5060.00 50.60
sand 0.5219 0.52 1600.00 835.04 8.35
metal 0.7828 0.78 1900.00 1487.32 14.87
mat. Cost 7382.36
labor cost 100.00 40.83 4083.33 40.83
11465.69
5% ohd/.supervision+ water + el.power 5.00 573.28 5.73
10% profit on cement supply by owner 10.00 5060.00 506.00 5.06
Page 16SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
15% profit on other material 15.00 2322.36 348.35 3.48
profit on labor part 15.00 4083.33 612.50 6.13
total cost 13505.83
135.06
Page 17SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
21 4.5" thick SLAB (M-20)
total concrete 100.00 0.38 37.50
cement 22.00 8.25 230.00 1897.50 18.98
sand 0.5219 0.20 1600.00 313.14 3.13
metal 0.7828 0.29 1900.00 557.75 5.58
mat. Cost 2768.39
labor cost 100.00 18.67 1866.67 18.67
4635.05
5% ohd/.supervision+ water + el.power 5.00 231.75 2.32
10% profit on cement supply by owner 10.00 1897.50 189.75 1.90
15% profit on other material 15.00 870.89 130.63 1.31
profit on labor part 15.00 1866.67 280.00 2.80
total cost 5467.19
54.67
22 5" THICK SLAB ( M-20 )
total concrete 100.00 0.42 41.67
cement 22.00 9.17 230.00 2108.33 21.08
sand 0.5219 0.22 1600.00 347.93 3.48
metal 0.7828 0.33 1900.00 619.72 6.20
mat. Cost 3075.98
labor cost 100.00 19.83 1983.33 19.83
5059.32
5% ohd/.supervision+ water + el.power 5.00 252.97 2.53
10% profit on cement supply by owner 10.00 2108.33 210.83 2.11
15% profit on other material 15.00 967.65 145.15 1.45
profit on labor part 15.00 1983.33 297.50 2.98
total cost 5965.76
59.66
23 6" THICK SLAB ( M-20 )
total concrete 100.00 0.50 50.00
cement 22.00 11.00 230.00 2530.00 25.30
sand 0.5219 0.26 1600.00 417.52 4.18
metal 0.7828 0.39 1900.00 743.66 7.44
mat. Cost 3691.18
labor cost 100.00 21.00 2100.00 21.00
5791.18
5% ohd/.supervision+ water + el.power 5.00 289.56 2.90
10% profit on cement supply by owner 10.00 2530.00 253.00 2.53
15% profit on other material 15.00 1161.18 174.18 1.74
profit on labor part 15.00 2100.00 315.00 3.15
total cost 6822.92
68.23
24 4.5" THICK SLOPING SLAB ( M-20 )
total concrete 100.00 0.38 37.50
cement 22.00 8.25 230.00 1897.50 18.98
sand 0.5219 0.20 1600.00 313.14 3.13
metal 0.7828 0.29 1900.00 557.75 5.58
mat. Cost 2768.39
labor cost 100.00 28.00 2800.00 28.00
5568.39
5% ohd/.supervision+ water + el.power 5.00 278.42 2.78
10% profit on cement supply by owner 10.00 1897.50 189.75 1.90
Page 18SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
15% profit on other material 15.00 870.89 130.63 1.31
profit on labor part 15.00 2800.00 420.00 4.20
total cost 6587.19
65.87
Page 19SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
25 5" THICK SLOPING SLAB ( M-20 )
total concrete 100.00 0.42 41.67
cement 22.00 9.17 230.00 2108.33 21.08
sand 0.5219 0.22 1600.00 347.93 3.48
metal 0.7828 0.33 1900.00 619.72 6.20
mat. Cost 3075.98
labor cost 100.00 28.00 2800.00 28.00
5875.98
5% ohd/.supervision+ water + el.power 5.00 293.80 2.94
10% profit on cement supply by owner 10.00 2108.33 210.83 2.11
15% profit on other material 15.00 967.65 145.15 1.45
profit on labor part 15.00 2800.00 420.00 4.20
total cost 6945.76
69.46
26 6" THICK SLAB ( M-25 )
total concrete 100.00 0.50 50.00
cement 27.83 13.92 230.00 3200.45 32.00
sand 0.52 0.26 1600.00 417.52 4.18
metal 0.70 0.35 1900.00 661.01 6.61
mat. Cost 4278.98
labor cost 100.00 21.00 2100.00 21.00
6378.98
5% ohd/.supervision+ water + el.power 5.00 318.95 3.19
10% profit on cement supply by owner 10.00 3200.45 320.05 3.20
15% profit on other material 15.00 1078.53 161.78 1.62
profit on labor part 15.00 2100.00 315.00 3.15
total cost 7494.75
74.95
27 9"x 4" LINTEL / COPING ( M-20)
total concrete 100.00 0.25 25.00
cement 22.00 5.50 230.00 1265.00 12.65
sand 0.5219 0.13 1600.00 208.76 2.09
metal 0.7828 0.20 1900.00 371.83 3.72
mat. Cost 1845.59
labor cost 100.00 18.67 1866.67 18.67
3712.26
5% ohd/.supervision+ water + el.power 5.00 185.61 1.86
10% profit on cement supply by owner 10.00 1265.00 126.50 1.27
15% profit on other material 15.00 580.59 87.09 0.87
profit on labor part 15.00 1866.67 280.00 2.80
total cost 4391.46
43.91
28 9"x 6" LINTEL / COPING ( M-20)
total concrete 100.00 0.38 37.50
cement 22.00 8.25 230.00 1897.50 18.98
sand 0.5219 0.20 1600.00 313.14 3.13
metal 0.7828 0.29 1900.00 557.75 5.58
mat. Cost 2768.39
labor cost 100.00 18.67 1866.67 18.67
4635.05
5% ohd/.supervision+ water + el.power 5.00 231.75 2.32
10% profit on cement supply by owner 10.00 1897.50 189.75 1.90
Page 20SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
15% profit on other material 15.00 870.89 130.63 1.31
profit on labor part 15.00 1866.67 280.00 2.80
total cost 5467.19
54.67
Page 21SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
29 9"x 7" LINTEL / COPING / RUNNER BEAM ( M-20)
total concrete 100.00 0.44 43.75
cement 22.00 9.63 230.00 2213.75 22.14
sand 0.5219 0.23 1600.00 365.33 3.65
metal 0.7828 0.34 1900.00 650.70 6.51
mat. Cost 3229.78
labor cost 100.00 18.67 1866.67 18.67
5096.45
5% ohd/.supervision+ water + el.power 5.00 254.82 2.55
10% profit on cement supply by owner 10.00 2213.75 221.38 2.21
15% profit on other material 15.00 1016.03 152.40 1.52
profit on labor part 15.00 1866.67 280.00 2.80
total cost 6005.05
60.05
30 6"x 6" LINTEL / COPING ( M-20)
total concrete 100.00 0.25 25.00
cement 22.00 5.50 230.00 1265.00 12.65
sand 0.5219 0.13 1600.00 208.76 2.09
metal 0.7828 0.20 1900.00 371.83 3.72
mat. Cost 1845.59
labor cost 100.00 18.67 1866.67 18.67
3712.26
5% ohd/.supervision+ water + el.power 5.00 185.61 1.86
10% profit on cement supply by owner 10.00 1265.00 126.50 1.27
15% profit on other material 15.00 580.59 87.09 0.87
profit on labor part 15.00 1866.67 280.00 2.80
total cost 4391.46
43.91
31 6"x 4" Chajja STRIPS ( M-20)
total concrete 100.00 0.17 16.50
cement 22.00 3.63 230.00 834.90 8.35
sand 0.5219 0.09 1600.00 137.78 1.38
metal 0.7828 0.13 1900.00 245.41 2.45
mat. Cost 1218.09
labor cost 100.00 RFT 23.33 2333.33 23.33
3551.42
5% ohd/.supervision+ water + el.power 5.00 177.57 1.78
10% profit on cement supply by owner 10.00 834.90 83.49 0.83
15% profit on other material 15.00 383.19 57.48 0.57
profit on labor part 15.00 2333.33 350.00 3.50
total cost 4219.96
42.20
32 6"x 7" Chajja STRIPS ( M-20)
total concrete 100.00 0.29 29.00
cement 22.00 6.38 230.00 1467.40 14.67
sand 0.5219 0.15 1600.00 242.16 2.42
metal 0.7828 0.23 1900.00 431.32 4.31
mat. Cost 2140.88
labor cost 100.00 RFT 23.33 2333.33 23.33
4474.22
5% ohd/.supervision+ water + el.power 5.00 223.71 2.24
10% profit on cement supply by owner 10.00 1467.40 146.74 1.47
Page 22SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
15% profit on other material 15.00 673.48 101.02 1.01
profit on labor part 15.00 2333.33 350.00 3.50
total cost 5295.69
52.96
Page 23SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
33 4.5"x 4" LINTEL / COPING ( M-20)
total concrete 100.00 0.125 12.50
cement 22.00 2.75 230.00 632.50 6.33
sand 0.5219 0.07 1600.00 104.38 1.04
metal 0.7828 0.10 1900.00 185.92 1.86
mat. Cost 922.80
labor cost 100.00 rft 16.33 1633.33 16.33
2556.13
5% ohd/.supervision+ water + el.power 5.00 127.81 1.28
10% profit on cement supply by owner 10.00 632.50 63.25 0.63
15% profit on other material 15.00 290.30 43.54 0.44
profit on labor part 15.00 1633.33 245.00 2.45
total cost 3035.73
30.36
34 4.5"x 6" LINTEL / COPING ( M-20)
total concrete 100.00 0.188 18.75
cement 22.00 4.13 230.00 948.75 9.49
sand 0.5219 0.10 1600.00 156.57 1.57
metal 0.7828 0.15 1900.00 278.87 2.79
mat. Cost 1384.19
labor cost 100.00 rft 16.33 1633.33 16.33
3017.53
5% ohd/.supervision+ water + el.power 5.00 150.88 1.51
10% profit on cement supply by owner 10.00 948.75 94.88 0.95
15% profit on other material 15.00 435.44 65.32 0.65
profit on labor part 15.00 1633.33 245.00 2.45
total cost 3573.59
35.74
35 4" THICK CHHAJA / LOFT (M-20)
total concrete 100.00 0.333 33.33
cement 22.00 7.33 230.00 1686.67 16.87
sand 0.5219 0.17 1600.00 278.35 2.78
metal 0.7828 0.26 1900.00 495.77 4.96
mat. Cost 2460.79
labor cost 100.00 sft 23.33 2333.33 23.33
4794.12
5% ohd/.supervision+ water + el.power 5.00 239.71 2.40
10% profit on cement supply by owner 10.00 1686.67 168.67 1.69
15% profit on other material 15.00 774.12 116.12 1.16
profit on labor part 15.00 2333.33 350.00 3.50
total cost 5668.61
56.69
36 5" THICK CHHAJA / LOFT (M-20)
total concrete 100.00 0.417 41.67
cement 22.00 9.17 230.00 2108.33 21.08
sand 0.5219 0.22 1600.00 347.93 3.48
metal 0.7828 0.33 1900.00 619.72 6.20
mat. Cost 3075.98
labor cost 100.00 sft 23.33 2333.33 23.33
5409.32
5% ohd/.supervision+ water + el.power 5.00 270.47 2.70
10% profit on cement supply by owner 10.00 2108.33 210.83 2.11
15% profit on other material 15.00 967.65 145.15 1.45
Page 24SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
profit on labor part 15.00 2333.33 350.00 3.50
total cost 6385.76
63.86
Page 25SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
37 7" THICK CHHAJA / LOFT (M-20)
total concrete 100.00 0.580 58.00
cement 22.00 12.76 230.00 2934.80 29.35
sand 0.5219 0.30 1600.00 484.32 4.84
metal 0.7828 0.45 1900.00 862.65 8.63
mat. Cost 4281.77
labor cost 100.00 sft 23.33 2333.33 23.33
6615.10
5% ohd/.supervision+ water + el.power 5.00 330.76 3.31
10% profit on cement supply by owner 10.00 2934.80 293.48 2.93
15% profit on other material 15.00 1346.97 202.05 2.02
profit on labor part 15.00 2333.33 350.00 3.50
total cost 7791.38
77.91
38 STAIR STEPS WITH WAIST SLAB (M-20)
Quantity for 1 rft 0.50 12.5"+5.5" 10"
step rft 10" x 7" T/R with waist slab 0.63
total concrete 100.00 0.625 62.50
cement 22.00 13.75 230.00 3162.50 31.63
sand 0.5219 0.33 1600.00 521.90 5.22
metal 0.7828 0.49 1900.00 929.58 9.30
mat. Cost 4613.98
labor cost 100.00 rft 116.67 11666.67 116.67
16280.64
5% ohd/.supervision+ water + el.power 5.00 814.03 8.14
10% profit on cement supply by owner 10.00 3162.50 316.25 3.16
15% profit on other material 15.00 1451.48 217.72 2.18
profit on labor part 15.00 11666.67 1750.00 17.50
total cost 19378.65
193.79
39 4" THICK FLOOR SLAB (M-15) with steel
total concrete 100.00 0.333 33.33
cement 15.66 5.22 230.00 1200.60 12.01
sand 0.59 0.20 1600.00 313.12 3.13
metal 0.78 0.26 1900.00 495.77 4.96
mat. Cost 2009.49
labor cost 100.00 sft 6.00 600.00 6.00
2609.49
5% ohd/.supervision+ water + el.power 5.00 130.47 1.30
10% profit on cement supply by owner 10.00 1200.60 120.06 1.20
15% profit on other material 15.00 808.89 121.33 1.21
profit on labor part 15.00 600.00 90.00 0.90
total cost 3071.36
30.71
Page 26SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
40 6" THICK FLOOR SLAB (M-15) with steel
total concrete 100.00 0.500 50.00
cement 15.66 7.83 230.00 1800.90 18.01
sand 0.59 0.29 1600.00 469.68 4.70
metal 0.78 0.39 1900.00 743.66 7.44
mat. Cost 3014.24
labor cost 100.00 sft 6.00 600.00 6.00
3614.24
5% ohd/.supervision+ water + el.power 5.00 180.71 1.81
10% profit on cement supply by owner 10.00 1800.90 180.09 1.80
15% profit on other material 15.00 1213.34 182.00 1.82
profit on labor part 15.00 600.00 90.00 0.90
total cost 4247.04
42.47
BRICK MASONARY
41 9" THICK BRICK MASONARY ( 1 :6 )
cement 2.65 230.00 609.50 6.10
sand 0.2672 1600.00 427.52 4.28
bricks 1006.00 3.00 3018.00 30.18
mat. Cost 4055.02
labor cost 100.00 7.00 700.00 7.00
4755.02
5% ohd/.supervision+ water + el.power 5.00 237.75 2.38
10% profit on cement supply by owner 10.00 609.50 60.95 0.61
15% profit on other material 15.00 3445.52 516.83 5.17
profit on labor part 15.00 700.00 105.00 1.05
total cost 5675.55
56.76
42 4.5" THICK BRICK MASONARY ( 1 :4 )
cement 1.43 230.00 328.90 3.29
sand 0.086 1600.00 137.60 1.38
bricks 478.00 3.00 1434.00 14.34
mat. Cost 1900.50
labor cost 100.00 5.83 583.33 5.83
2483.83
5% ohd/.supervision+ water + el.power 5.00 124.19 1.24
10% profit on cement supply by owner 10.00 328.90 32.89 0.33
15% profit on other material 15.00 1571.60 235.74 2.36
profit on labor part 15.00 583.33 87.50 0.88
total cost 2964.16
29.64
43 14" THICK BRICK MASONARY ( 1 :6 )
14" B.m ( 1:6 c.m )
cement 5.30 230.00 1219.00 12.19
sand 0.477 1600.00 763.84 7.64
bricks 1485.00 3.00 4455.00 44.55
mat. Cost 6437.84
labor cost 100.00 sft 11.08 1108.33 11.08
7546.17
5% ohd/.supervision+ water + el.power 5.00 377.31 3.77
10% profit on cement supply by owner 10.00 1219.00 121.90 1.22
Page 27SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
15% profit on other material 15.00 5218.84 782.83 7.83
profit on labor part 15.00 1108.33 166.25 1.66
total cost 8994.46
89.94
Page 28SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
44 4.5" brick mas. Cornice
for 100rft single brick
cement 1.19 230.00 273.70 2.74
sand 0.072 1600.00 114.40 1.14
bricks 294.00 3.00 882.00 8.82
mat. Cost 1270.10
labor cost 100.00 rft 9.33 933.33 9.33
2203.43
5% ohd/.supervision+ water + el.power 5.00 110.17 1.10
10% profit on cement supply by owner 10.00 273.70 27.37 0.27
15% profit on other material 15.00 996.40 149.46 1.49
profit on labor part 15.00 933.33 140.00 1.40
total cost 2630.44
26.30
45 MASS MASONARY (1:6)
cement 4.55 230.00 1046.50 10.47
sand 0.409 1600.00 654.72 6.55
bricks 1271.00 3.00 3813.00 38.13
mat. Cost 5514.22
labor cost 100.00 cft 9.33 933.33 9.33
6447.55
5% ohd/.supervision+ water + el.power 5.00 322.38 3.22
10% profit on cement supply by owner 10.00 1046.50 104.65 1.05
15% profit on other material 15.00 4467.72 670.16 6.70
profit on labor part 15.00 933.33 140.00 1.40
total cost 7684.74
76.85
46 9"x 9" PILLAR
cement 2.19 230.00 503.70 5.04
sand 0.197 1600.00 315.20 3.15
bricks 755.00 3.00 2265.00 22.65
mat. Cost 3083.90
labor cost 100.00 rft 13.42 1341.67 13.42
4425.57
5% ohd/.supervision+ water + el.power 5.00 221.28 2.21
10% profit on cement supply by owner 10.00 503.70 50.37 0.50
15% profit on other material 15.00 2580.20 387.03 3.87
profit on labor part 15.00 1341.67 201.25 2.01
total cost 5285.50
52.85
Page 29SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
47 9"x 12" PILLAR
cement 3.05 230.00 701.50 7.02
sand 0.275 1600.00 439.36 4.39
bricks 1125.00 3.00 3375.00 33.75
mat. Cost 4515.86
labor cost 100.00 rft 13.42 1341.67 13.42
5857.53
5% ohd/.supervision+ water + el.power 5.00 292.88 2.93
10% profit on cement supply by owner 10.00 701.50 70.15 0.70
15% profit on other material 15.00 3814.36 572.15 5.72
profit on labor part 15.00 1341.67 201.25 2.01
total cost 6993.96
69.94
48 9"x 15" PILLAR
cement 3.75 230.00 862.50 8.63
sand 0.343 1600.00 549.12 5.49
bricks 1260.00 3.00 3780.00 37.80
mat. Cost 5191.62
labor cost 100.00 rft 16.33 1633.33 16.33
6824.95
5% ohd/.supervision+ water + el.power 5.00 341.25 3.41
10% profit on cement supply by owner 10.00 862.50 86.25 0.86
15% profit on other material 15.00 4329.12 649.37 6.49
profit on labor part 15.00 1633.33 245.00 2.45
total cost 8146.82
81.47
49 9"x 18" PILLAR
cement 4.38 230.00 1007.40 10.07
sand 0.400 1600.00 640.00 6.40
bricks 1510.00 3.00 4530.00 45.30
mat. Cost 6177.40
labor cost 100.00 rft 16.33 1633.33 16.33
7810.73
5% ohd/.supervision+ water + el.power 5.00 390.54 3.91
10% profit on cement supply by owner 10.00 1007.40 100.74 1.01
15% profit on other material 15.00 5170.00 775.50 7.76
profit on labor part 15.00 1633.33 245.00 2.45
total cost 9322.51
93.23
50 9"x 24" PILLAR
cement 5.30 230.00 1219.00 12.19
sand 0.534 1600.00 855.04 8.55
bricks 2012.00 3.00 6036.00 60.36
mat. Cost 8110.04
labor cost 100.00 rft 11.00 1100.00 11.00
9210.04
5% ohd/.supervision+ water + el.power 5.00 460.50 4.61
10% profit on cement supply by owner 10.00 1219.00 121.90 1.22
15% profit on other material 15.00 6891.04 1033.66 10.34
profit on labor part 15.00 1100.00 165.00 1.65
Page 30SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
total cost 10991.10
109.91
Page 31SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
51 SMALL PADESTALS/WALLS.
cement 2.65 230.00 609.50 6.10
sand 0.2672 1600.00 427.52 4.28
bricks 1006.00 3.00 3018.00 30.18
mat. Cost 4055.02
labor cost 100.00 RFT/SFT 7.00 700.00 7.00
4755.02
5% ohd/.supervision+ water + el.power 5.00 237.75 2.38
10% profit on cement supply by owner 10.00 609.50 60.95 0.61
15% profit on other material 15.00 3445.52 516.83 5.17
profit on labor part 15.00 700.00 105.00 1.05
total cost 5675.55
56.76
52 12"x 12" PILLAR
cement 4.75 230.00 1092.50 10.93
sand 0.428 1600.00 684.48 6.84
bricks 1270.00 3.00 3810.00 38.10
mat. Cost 5586.98
labor cost 100.00 rft 16.33 1633.33 16.33
7220.31
5% ohd/.supervision+ water + el.power 5.00 361.02 3.61
10% profit on cement supply by owner 10.00 1092.50 109.25 1.09
15% profit on other material 15.00 4494.48 674.17 6.74
profit on labor part 15.00 1633.33 245.00 2.45
total cost 8609.75
86.10
53 INTERNAL MALA PLASTER
cement 1.49 230.00 342.70 3.43
yellow sand 0.090 1600.00 144.00 1.44
mat. Cost 486.70
labor cost 100.00 sft 5.83 583.33 5.83
1070.03
5% ohd/.supervision+ water + el.power 5.00 53.50 0.54
10% profit on cement supply by owner 10.00 342.70 34.27 0.34
15% profit on other material 15.00 144.00 21.60 0.22
profit on labor part 15.00 583.33 87.50 0.88
total cost 1266.91
12.67
54 EXTRA OVER MALA PLASTER FOR NEERU PLASTER
cement 0.25 230.00 57.50 0.58
LIME 5KG BAG 2.000 19.00 38.00 0.38
mat. Cost 95.50
labor cost 100.00 sft 0.50 50.00 0.50
145.50
5% ohd/.supervision+ water + el.power 5.00 7.28 0.07
10% profit on cement supply by owner 10.00 57.50 5.75 0.06
15% profit on other material 15.00 38.00 5.70 0.06
profit on labor part 15.00 50.00 7.50 0.08
Page 32SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
total cost 171.73
1.72
Page 33SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
55 EXTERNAL SINGLE COAT SANDFACE PLASTER
cement 1.49 230.00 342.70 3.43
black sand 0.111 1600.00 178.24 1.78
mat. Cost 520.94
labor cost 100.00 sft 7.00 700.00 7.00
1220.94
5% ohd/.supervision+ water + el.power 5.00 61.05 0.61
10% profit on cement supply by owner 10.00 342.70 34.27 0.34
15% profit on other material 15.00 178.24 26.74 0.27
profit on labor part 15.00 700.00 105.00 1.05
total cost 1447.99
14.48
56 EXTERNAL DOUBLE COAT SANDFACE PLASTER
cement 2.78 230.00 639.40 6.39
black sand for first coat 0.111 1600.00 178.24 1.78
yellow sand for second coat 0.062 1600.00 99.68 1.00
mat. Cost 917.32
labor cost 100.00 sft 9.33 933.33 9.33
1850.65
5% ohd/.supervision+ water + el.power 5.00 92.53 0.93
10% profit on cement supply by owner 10.00 639.40 63.94 0.64
15% profit on other material 15.00 277.92 41.69 0.42
profit on labor part 15.00 933.33 140.00 1.40
total cost 2188.81
21.89
57 EXTERNAL DOUBLE COAT OF GUTKA /MALA/ROLLER PLASTER
cement 3.53 230.00 811.90 8.12
black sand for first coat 0.111 1600.00 178.24 1.78
yellow sand for second coat 0.062 1600.00 99.68 1.00
mat. Cost 1089.82
labor cost 100.00 sft 11.67 1166.67 11.67
2256.49
5% ohd/.supervision+ water + el.power 5.00 112.82 1.13
10% profit on cement supply by owner 10.00 811.90 81.19 0.81
15% profit on other material 15.00 277.92 41.69 0.42
profit on labor part 15.00 1166.67 175.00 1.75
total cost 2667.19
26.67
Page 34SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
58 PATTA/TAPAK IN GUTKA /MALA PLASTER
cement 3.53 0.5 230.00 405.95 4.06
black sand for first coat 0.111 0.5 1600.00 89.12 0.89
yellow sand for second coat 0.062 0.5 1600.00 49.84 0.50
mat. Cost 544.91
labor cost(6 rs for single by other agency 100.00 RFT 6.00 600.00 6.00
+ 12 rs for second coat by other agency) 1144.91
5% ohd/.supervision+ water + el.power 5.00 57.25 0.57
10% profit on cement supply by owner 10.00 405.95 40.60 0.41
15% profit on other material 15.00 138.96 20.84 0.21
profit on labor part 15.00 600.00 90.00 0.90
total cost 1353.59
13.54
59 STONECRETE /MALAD PLASTER
cement 3.65 230.00 839.50 8.40
black sand for first coat 0.111 1600.00 178.24 1.78
yellow sand for mixing with chips 0.000 1600.00 0.00 0.00
stone chips 166.110 kg 7.00 1162.77 11.63
mat. Cost 2180.51
labor cost 100.00 sft 16.33 1633.33 16.33
3813.84
5% ohd/.supervision+ water + el.power 5.00 190.69 1.91
10% profit on cement supply by owner 10.00 839.50 83.95 0.84
15% profit on other material 15.00 1341.01 201.15 2.01
profit on labor part 15.00 1633.33 245.00 2.45
total cost 4534.64
45.35
60 PATTA IN STONECRETE /MALAD PLASTER
cement 3.65 0.5 230.00 419.75 4.20
black sand for first coat 0.111 0.5 1600.00 89.12 0.89
yellow sand for mixing with chips 0.000 0.5 1600.00 0.00 0.00
stone chips 166.110 0.5 7.00 581.39 5.81
mat. Cost 1090.26
labor cost 100.00 sft 6.00 600.00 6.00
1690.26
5% ohd/.supervision+ water + el.power 5.00 84.51 0.85
10% profit on cement supply by owner 10.00 419.75 41.98 0.42
15% profit on other material 15.00 670.51 100.58 1.01
profit on labor part 15.00 600.00 90.00 0.90
total cost 2007.32
20.07
61 vata plaster work (1:4)
cement 1.13 230.00 259.90 2.60
yellow sand 0.110 1600.00 176.00 1.76
mat. Cost 435.90
labor cost 100.00 rft 6.00 600.00 6.00
1035.90
5% ohd/.supervision+ water + el.power 5.00 51.80 0.52
10% profit on cement supply by owner 10.00 259.90 25.99 0.26
15% profit on other material 15.00 176.00 26.40 0.26
Page 35SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
profit on labor part 15.00 600.00 90.00 0.90
total cost 1230.09
12.30
Page 36SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
62 tapak plaster work (1:4)
cement 1.00 230.00 230.00 2.30
yellow sand 0.032 1600.00 50.72 0.51
mat. Cost 280.72
labor cost 100.00 rft 6.00 600.00 6.00
880.72
5% ohd/.supervision+ water + el.power 5.00 44.04 0.44
10% profit on cement supply by owner 10.00 230.00 23.00 0.23
15% profit on other material 15.00 50.72 7.61 0.08
profit on labor part 15.00 600.00 90.00 0.90
total cost 1045.36
10.45
63 Patta plaster work (1:4)
cement 1.00 230.00 230.00 2.30
yellow sand 0.051 1600.00 81.28 0.81
mat. Cost 311.28
labor cost 100.00 rft 6.00 600.00 6.00
911.28
5% ohd/.supervision+ water + el.power 5.00 45.56 0.46
10% profit on cement supply by owner 10.00 230.00 23.00 0.23
15% profit on other material 15.00 81.28 12.19 0.12
profit on labor part 15.00 600.00 90.00 0.90
total cost 1082.04
10.82
64 Stonecrete tapak plaster work (1:4)
cement 1.20 230.00 276.00 2.76
black sand for first coat 0.030 1600.00 48.00 0.48
yellow sand for mixing with chips 0.000 1600.00 0.00 0.00
stone chips 19.500 kg 7.00 136.50 1.37
mat. Cost 460.50
labor cost 100.00 rft 6.00 600.00 6.00
1060.50
5% ohd/.supervision+ water + el.power 5.00 53.03 0.53
10% profit on cement supply by owner 10.00 276.00 27.60 0.28
15% profit on other material 15.00 184.50 27.68 0.28
profit on labor part 15.00 600.00 90.00 0.90
total cost 1258.80
12.59
Page 37SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
65 REINFORCEMENT
STEEL with 2.5% wastage 0.001025 ton 29000.00 29.72
BINDING WIRE 0.02 kg/ton 40.00 0.80
mat. Cost 30.53
5% ohd/.supervision+ el.power 5.00 1.53
10% profit on steel supply by owner 10.00 30.53 3.05
total cost 35.10
35.10
66 Ips floor finish 2" thick
total concrete 100.00 0.167 16.67
cement+ toping 15.66 3.11 230.00 715.30 7.15
sand 0.59 0.10 1600.00 156.56 1.57
metal 0.78 0.13 1900.00 247.89 2.48
mat. Cost 1119.75
labor cost 100.00 rft 8.17 816.67 8.17
1936.41
5% ohd/.supervision+ water + el.power 5.00 96.82 0.97
10% profit on cement supply by owner 10.00 715.30 71.53 0.72
15% profit on other material 15.00 404.45 60.67 0.61
profit on labor part 15.00 816.67 122.50 1.23
total cost 2287.93
22.88
67 U.C.R masonary in c.m 1:6 without pointing.
mortar 40% 40.00 1.000 40.00
cement 15.00 6.00 230.00 1380.00 13.80
sand 1.30 0.52 1600.00 832.00 8.32
rubble stone 1.25 0.75 1100.00 825.00 8.25
mat. Cost 3037.00
labor cost 100.00 cft 10.00 1000.00 10.00
4037.00
5% ohd/.supervision+ water + el.power 5.00 201.85 2.02
10% profit on cement supply by owner 10.00 1380.00 138.00 1.38
15% profit on other material 15.00 1657.00 248.55 2.49
profit on labor part 15.00 1000.00 150.00 1.50
total cost 4775.40
47.75
68 Plum concrete
60% ruble + 40% concrete(1:3:6) 40.00 1.000 40.00
cement 11.05 4.42 230.00 1016.60 10.17
sand 0.55 0.22 1600.00 352.00 3.52
metal 0.83 0.33 1900.00 630.80
rubble stone 1.25 0.75 1100.00 825.00 8.25
mat. Cost 2824.40
labor cost 100.00 cft 10.00 1000.00 10.00
3824.40
5% ohd/.supervision+ water + el.power 5.00 191.22 1.91
10% profit on cement supply by owner 10.00 1016.60 101.66 1.02
15% profit on other material 15.00 1807.80 271.17 2.71
Page 38SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
profit on labor part 15.00 1000.00 150.00 1.50
total cost 4538.45
45.38
Page 39SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
69 Flush pointing on rubble masonary
cement 0.80 230.00 184.00 1.84
sand 0.090 1600.00 144.00 1.44
mat. Cost 328.00
labor cost 100.00 sft 2.00 200.00 2.00
528.00
5% ohd/.supervision+ water + el.power 5.00 26.40 0.26
10% profit on cement supply by owner 10.00 184.00 18.40 0.18
15% profit on other material 15.00 144.00 21.60 0.22
profit on labor part 15.00 200.00 30.00 0.30
total cost 624.40
6.24
70 Exposed pointing on rubble masonary
cement 2.00 230.00 460.00 4.60
sand 0.150 1600.00 240.00 2.40
mat. Cost 700.00
labor cost 100.00 sft 4.00 400.00 4.00
1100.00
5% ohd/.supervision+ water + el.power 5.00 55.00 0.55
10% profit on cement supply by owner 10.00 460.00 46.00 0.46
15% profit on other material 15.00 240.00 36.00 0.36
profit on labor part 15.00 400.00 60.00 0.60
total cost 1297.00
12.97
71 Mala plaster on rubble masonary (1:4)
100.00 0.125 12.50
cement 22.88 2.86 230.00 657.80 6.58
sand 132.00 0.165 1600.00 264.00 2.64
mat. Cost 921.80
labor cost 100.00 sft 5.00 500.00 5.00
1421.80
5% ohd/.supervision+ water + el.power 5.00 71.09 0.71
10% profit on cement supply by owner 10.00 657.80 65.78 0.66
15% profit on other material 15.00 264.00 39.60 0.40
profit on labor part 15.00 500.00 75.00 0.75
total cost 1673.27
16.73
72 KOTA Flooring with ordinary Polish & cutting(22 x 16,18 x 18, 24 x 24)
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.17 0.167 1600.00 266.67 2.67
kota with wastage 121.00 121.00 22.00 2662.00 26.62
mat. Cost 3388.67
labor cost 100.00 sft 9.92 991.67 9.92
4380.33
5% ohd/.supervision+ water + el.power 5.00 219.02 2.19
10% profit on cement supply by owner 10.00 460.00 46.00 0.46
15% profit on other material 15.00 2928.67 439.30 4.39
profit on labor part 15.00 991.67 148.75 1.49
Page 40SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
total cost 5233.40
52.33
Page 41SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
73 KOTA slab Flooring with ordinary Polish & cutting
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.17 0.167 1600.00 266.67 2.67
kota with wastage 121.00 121.00 27.50 3327.50 33.28
mat. Cost 4054.17
labor cost 100.00 sft 9.92 991.67 9.92
5045.83
5% ohd/.supervision+ water + el.power 5.00 252.29 2.52
10% profit on cement supply by owner 10.00 460.00 46.00 0.46
15% profit on other material 15.00 3594.17 539.13 5.39
profit on labor part 15.00 991.67 148.75 1.49
total cost 6032.00
60.32
74 GreenMarble Flooring
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.17 0.167 1600.00 266.67 2.67
white cement for joint filling 2.00 2.000 12.00 24.00
marble with wastage 110.00 110.00 40.00 4400.00 44.00
mat. Cost 5150.67
labor cost 100.00 sft 14.00 1400.00 14.00
6550.67
5% ohd/.supervision+ water + el.power 5.00 327.53 3.28
10% profit on cement supply by owner 10.00 460.00 46.00 0.46
15% profit on other material 15.00 4690.67 703.60 7.04
profit on labor part 15.00 1400.00 210.00 2.10
total cost 7837.80
78.38
75 White Marble slab (rajnagar) Flooring
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.17 0.167 1600.00 266.67 2.67
white cement for joint filling 2.00 2.000 12.00 24.00 0.24
marble with wastage 110.00 110.00 35.00 3850.00 38.50
mat. Cost 4600.67
labor cost 100.00 sft 14.00 1400.00 14.00
6000.67
5% ohd/.supervision+ water + el.power 5.00 300.03 3.00
10% profit on cement supply by owner 10.00 460.00 46.00 0.46
15% profit on other material 15.00 4140.67 621.10 6.21
profit on labor part 15.00 1400.00 210.00 2.10
total cost 7177.80
71.78
Page 42SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
76 P.KOTA for sill / james / skirting / tappa / riser / shelves with cutting & jari finishing ( up to 2.75" width)
100.00 0.250 25.00
cement 2.00 0.50 230.00 115.00 1.15
sand 0.17 0.042 1600.00 66.67 0.67
kota with wastage 110.00 27.50 22.00 605.00 6.05
mat. Cost 786.67
labor cost 100.00 rft 9.92 991.67 9.92
1778.33
5% ohd/.supervision+ water + el.power 5.00 88.92 0.89
10% profit on cement supply by owner 10.00 115.00 11.50 0.12
15% profit on other material 15.00 671.67 100.75 1.01
profit on labor part 15.00 991.67 148.75 1.49
total cost 2128.25
21.28
77 P.KOTA for sill / james / skirting / tappa / riser / shelves with cutting & jari finishing ( up to 3" to 5.75" width)
100.00 0.500 50.00
cement 2.00 1.00 230.00 230.00 2.30
sand 0.17 0.083 1600.00 133.33 1.33
kota with wastage 105.00 52.50 22.00 1155.00 11.55
mat. Cost 1518.33
labor cost 100.00 rft 9.92 991.67 9.92
2510.00
5% ohd/.supervision+ water + el.power 5.00 125.50 1.26
10% profit on cement supply by owner 10.00 230.00 23.00 0.23
15% profit on other material 15.00 1288.33 193.25 1.93
profit on labor part 15.00 991.67 148.75 1.49
total cost 3000.50
30.01
78 P.KOTA for sill / james / skirting / tappa / riser / shelves with cutting & jari finishing ( up to 6" to 11.75" width)
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.17 0.167 1600.00 266.67 2.67
kota slab 100.00 100.00 27.50 2750.00 27.50
mat. Cost 3476.67
labor cost 100.00 rft 9.92 991.67 9.92
4468.33
5% ohd/.supervision+ water + el.power 5.00 223.42 2.23
10% profit on cement supply by owner 10.00 460.00 46.00 0.46
15% profit on other material 15.00 3016.67 452.50 4.53
profit on labor part 15.00 991.67 148.75 1.49
total cost 5339.00
53.39
79 P.KOTA for sill / james / tappa / riser / shelves with cutting & jari finishing ( up to 12" to 17.75" width)
100.00 1.500 150.00
cement 2.00 3.00 230.00 690.00 6.90
sand 0.17 0.250 1600.00 400.00 4.00
kota slab 100.00 150.00 27.50 4125.00 41.25
mat. Cost 5215.00
labor cost 150.00 rft 9.92 1487.50 14.88
6702.50
5% ohd/.supervision+ water + el.power 5.00 335.13 3.35
10% profit on cement supply by owner 10.00 690.00 69.00 0.69
15% profit on other material 15.00 4525.00 678.75 6.79
Page 43SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
profit on labor part 15.00 1487.50 223.13 2.23
total cost 8008.50
80.09
Page 44SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
80 P.Marble for sill / james / skirting / tappa / riser / shelves with cutting & jari finishing ( up to 3" width)
100.00 0.250 25.00
cement 2.00 0.50 230.00 115.00 1.15
sand 0.17 0.042 1600.00 66.67 0.67
white marble with wastage 105.00 26.25 35.00 918.75 9.19
white cement 2.00 0.50 12.00 6.00 0.06
mat. Cost 1106.42
labor cost 100.00 rft 14.00 1400.00 14.00
2506.42
5% ohd/.supervision+ water + el.power 5.00 125.32 1.25
10% profit on cement supply by owner 10.00 115.00 11.50 0.12
15% profit on other material 15.00 991.42 148.71 1.49
profit on labor part 15.00 1400.00 210.00 2.10
total cost 3001.95
30.02
81 P.Marble for sill / james / skirting / tappa / riser / shelves with cutting & jari finishing ( up to 3" to 6" width)
100.00 0.500 50.00
cement 2.00 1.00 230.00 230.00 2.30
sand 0.17 0.083 1600.00 133.33 1.33
white marble with wastage 105.00 52.50 35.00 1837.50 18.38
white cement 2.00 1.00 12.00 12.00 0.12
mat. Cost 2212.83
labor cost 100.00 rft 14.00 1400.00 14.00
3612.83
5% ohd/.supervision+ water + el.power 5.00 180.64 1.81
10% profit on cement supply by owner 10.00 230.00 23.00 0.23
15% profit on other material 15.00 1982.83 297.43 2.97
profit on labor part 15.00 1400.00 210.00 2.10
total cost 4323.90
43.24
82 P.Marble for sill / james / skirting / tappa / riser / shelves with cutting & jari finishing ( up to 6" to 9" width)
100.00 0.750 75.00
cement 2.00 1.50 230.00 345.00 3.45
sand 0.17 0.125 1600.00 200.00 2.00
white marble 100.00 75.00 35.00 2625.00 26.25
white cement 2.00 1.50 12.00 18.00 0.18
mat. Cost 3188.00
labor cost 100.00 rft 14.00 1400.00 14.00
4588.00
5% ohd/.supervision+ water + el.power 5.00 229.40 2.29
10% profit on cement supply by owner 10.00 345.00 34.50 0.35
15% profit on other material 15.00 2843.00 426.45 4.26
profit on labor part 15.00 1400.00 210.00 2.10
total cost 5488.35
54.88
Page 45SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
83 P.Marble for sill / james / skirting / tappa / riser / shelves with cutting & jari finishing( up to 9" to 12" width)
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.17 0.167 1600.00 266.67 2.67
white marble 100.00 100.00 35.00 3500.00 35.00
white cement 2.00 2.00 12.00 24.00 0.24
mat. Cost 4250.67
labor cost 100.00 rft 14.00 1400.00 14.00
5650.67
5% ohd/.supervision+ water + el.power 5.00 282.53 2.83
10% profit on cement supply by owner 10.00 460.00 46.00 0.46
15% profit on other material 15.00 3790.67 568.60 5.69
profit on labor part 15.00 1400.00 210.00 2.10
total cost 6757.80
67.58
84 P.Marble for tappa / riser / shelves with cutting & jari finishing ( up to 12" to 18" width)
100.00 1.500 150.00
cement 2.00 3.00 230.00 690.00 6.90
sand 0.17 0.250 1600.00 400.00 4.00
white marble 100.00 150.00 35.00 5250.00 52.50
white cement 2.00 3.00 12.00 36.00 0.36
mat. Cost 6376.00
labor cost 150.00 rft 14.00 2100.00 21.00
8476.00
5% ohd/.supervision+ water + el.power 5.00 423.80 4.24
10% profit on cement supply by owner 10.00 690.00 69.00 0.69
15% profit on other material 15.00 5686.00 852.90 8.53
profit on labor part 15.00 2100.00 315.00 3.15
total cost 10136.70
101.37
85 Parsolina Ceramic tiles Flooring
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.17 0.167 1600.00 266.67 2.67
tiles 24" x 24" with wastage 105.00 105.00 25.50 2677.50 26.78
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 3428.17
labor cost 100.00 sft 8.17 816.67 8.17
4244.83
5% ohd/.supervision+ water + el.power 5.00 212.24 2.12
10% profit on cement & tiles supply by owner 10.00 3137.50 313.75 3.14
15% profit on other material 15.00 290.67 43.60 0.44
profit on labor part 15.00 816.67 122.50 1.23
total cost 4936.93
49.37
Page 46SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
86 Parsolina Ceramic tiles skirting (3" width)
100.00 0.250 25.00
cement 2.00 0.50 230.00 115.00 1.15
sand 0.17 0.042 1600.00 66.67 0.67
tiles 24" x 24" with wastage 105.00 26.25 25.50 669.38 6.69
white cement for joints 2.00 0.50 12.00 6.00 0.06
mat. Cost 857.04
labor cost 100.00 rft 8.17 816.67 8.17
1673.71
5% ohd/.supervision+ water + el.power 5.00 83.69 0.84
10% profit on cement & tiles supply by owner 10.00 784.38 78.44 0.78
15% profit on other material 15.00 72.67 10.90 0.11
profit on labor part 15.00 816.67 122.50 1.23
total cost 1969.23
19.69
87 Granamite(Vitrified) tiles Flooring 24" x 24"
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.17 0.167 1600.00 266.67 2.67
virified tiles 24" x 24" with wastage 105.00 105.00 32.00 3360.00 33.60
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 4110.67
labor cost 100.00 sft 9.92 991.67 9.92
5102.33
5% ohd/.supervision+ water + el.power 5.00 255.12 2.55
10% profit on cement & tiles supply by owner 10.00 3820.00 382.00 3.82
15% profit on other material 15.00 290.67 43.60 0.44
profit on labor part 15.00 991.67 148.75 1.49
total cost 5931.80
59.32
88 Granamite(Vitrified) tiles Flooring 32" x 32"
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.17 0.167 1600.00 266.67 2.67
tiles 32" x 32" with wastage 105.00 105.00 42.00 4410.00 44.10
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 5160.67
labor cost 100.00 sft 9.92 991.67 9.92
6152.33
5% ohd/.supervision+ water + el.power 5.00 307.62 3.08
10% profit on cement & tiles supply by owner 10.00 4870.00 487.00 4.87
15% profit on other material 15.00 290.67 43.60 0.44
profit on labor part 15.00 991.67 148.75 1.49
total cost 7139.30
71.39
Page 47SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
89 Granamite(Vitrified) tiles Flooring 36" x 36"
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.17 0.167 1600.00 266.67 2.67
tiles 36" x 36" with wastage 105.00 105.00 65.00 6825.00 68.25
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 7575.67
labor cost 100.00 sft 9.92 991.67 9.92
8567.33
5% ohd/.supervision+ water + el.power 5.00 428.37 4.28
10% profit on cement & tiles supply by owner 10.00 7285.00 728.50 7.29
15% profit on other material 15.00 290.67 43.60 0.44
profit on labor part 15.00 991.67 148.75 1.49
total cost 9916.55 99.17
90 Granamite(Vitrified) tiles Flooring 39" x 39"
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.17 0.167 1600.00 266.67 2.67
tiles 39" x 39" with wastage 105.00 105.00 70.00 7350.00 73.50
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 8100.67
labor cost 100.00 sft 9.92 991.67 9.92
9092.33
5% ohd/.supervision+ water + el.power 5.00 454.62 4.55
10% profit on cement & tiles supply by owner 10.00 7810.00 781.00 7.81
15% profit on other material 15.00 290.67 43.60 0.44
profit on labor part 15.00 991.67 148.75 1.49
total cost 10520.30
105.20
91 Granamite(Vitrified) tiles Dado 24" x 24"
100.00 1.000 100.00
cement 3.00 3.00 230.00 690.00 6.90
virified tiles 24" x 24" with wastage 105.00 105.00 32.00 3360.00 33.60
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 4074.00
labor cost 100.00 sft 10.50 1050.00 10.50
5124.00
5% ohd/.supervision+ water + el.power 5.00 256.20 2.56
10% profit on cement & tiles supply by owner 10.00 4050.00 405.00 4.05
15% profit on other material 15.00 24.00 3.60 0.04
profit on labor part 15.00 1050.00 157.50 1.58
total cost 5946.30
59.46
92 Granamite(Vitrified) tiles Dado 32" x 32"
100.00 1.000 100.00
cement 3.00 3.00 230.00 690.00 6.90
tiles 32" x 32" with wastage 105.00 105.00 42.00 4410.00 44.10
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 5124.00
labor cost 100.00 sft 10.50 1050.00 10.50
6174.00
5% ohd/.supervision+ water + el.power 5.00 308.70 3.09
10% profit on cement & tiles supply by owner 10.00 5100.00 510.00 5.10
Page 48SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
15% profit on other material 15.00 24.00 3.60 0.04
profit on labor part 15.00 1050.00 157.50 1.58
total cost 7153.80
71.54
Page 49SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
93 Granamite(Vitrified) tiles Dado 36" x 36"
100.00 1.000 100.00
cement 3.00 3.00 230.00 690.00 6.90
tiles 36" x 36" with wastage 105.00 105.00 65.00 6825.00 68.25
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 7539.00
labor cost 100.00 sft 10.50 1050.00 10.50
8589.00
5% ohd/.supervision+ water + el.power 5.00 429.45 4.29
10% profit on cement & tiles supply by owner 10.00 7515.00 751.50 7.52
15% profit on other material 15.00 24.00 3.60 0.04
profit on labor part 15.00 1050.00 157.50 1.58
total cost 9931.05
99.31
94 Granamite(Vitrified) tiles Dado 39" x 39"
100.00 1.000 100.00
cement 3.00 3.00 230.00 690.00 6.90
tiles 39" x 39" with wastage 105.00 105.00 70.00 7350.00 73.50
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 8064.00
labor cost 100.00 sft 10.50 1050.00 10.50
9114.00
5% ohd/.supervision+ water + el.power 5.00 455.70 4.56
10% profit on cement & tiles supply by owner 10.00 8040.00 804.00 8.04
15% profit on other material 15.00 24.00 3.60 0.04
profit on labor part 15.00 1050.00 157.50 1.58
total cost 10534.80
105.35
95 Granamite(Vitrified) tiles Skirting 24" x 24" (2" width)
100.00 0.167 16.67
cement 2.00 0.33 230.00 76.67 0.77
sand 0.17 0.028 1600.00 44.44 0.44
virified tiles 24" x 24" with wastage 105.00 17.50 32.00 560.00 5.60
white cement for joints 2.00 0.33 12.00 4.00 0.04
mat. Cost 685.11
labor cost 100.00 rft 9.92 991.67 9.92
1676.78
5% ohd/.supervision+ water + el.power 5.00 83.84 0.84
10% profit on cement & tiles supply by owner 10.00 636.67 63.67 0.64
15% profit on other material 15.00 48.44 7.27 0.07
profit on labor part 15.00 991.67 148.75 1.49
total cost 1980.30
19.80
Page 50SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
96 Granamite(Vitrified) tiles Skirting 32" x 32" (2" width)
100.00 0.167 16.67
cement 2.00 0.33 230.00 76.67 0.77
sand 0.17 0.028 1600.00 44.44 0.44
tiles 32" x 32" with wastage 105.00 17.50 42.00 735.00 7.35
white cement for joints 2.00 0.33 12.00 4.00 0.04
mat. Cost 860.11
labor cost 100.00 rft 9.92 991.67 9.92
1851.78
5% ohd/.supervision+ water + el.power 5.00 92.59 0.93
10% profit on cement & tiles supply by owner 10.00 811.67 81.17 0.81
15% profit on other material 15.00 48.44 7.27 0.07
profit on labor part 15.00 991.67 148.75 1.49
total cost 2181.55
21.82
97 Granamite(Vitrified) tiles Skirting 36" x 36" (2" width)
100.00 0.167 16.67
cement 2.00 0.33 230.00 76.67 0.77
sand 0.17 0.028 1600.00 44.44 0.44
tiles 36" x 36" with wastage 105.00 17.50 65.00 1137.50 11.37
white cement for joints 2.00 0.33 12.00 4.00 0.04
mat. Cost 1262.61
labor cost 100.00 rft 9.92 991.67 9.92
2254.28
5% ohd/.supervision+ water + el.power 5.00 112.71 1.13
10% profit on cement & tiles supply by owner 10.00 1214.17 121.42 1.21
15% profit on other material 15.00 48.44 7.27 0.07
profit on labor part 15.00 991.67 148.75 1.49
total cost 2644.43
26.44
98 Granamite(Vitrified) tiles Skirting 39" x 39" (2" width)
100.00 0.167 16.67
cement 2.00 0.33 230.00 76.67 0.77
sand 0.17 0.028 1600.00 44.44 0.44
tiles 39" x 39" with wastage 105.00 17.50 70.00 1225.00 12.25
white cement for joints 2.00 0.33 12.00 4.00 0.04
mat. Cost 1350.11
labor cost 100.00 sft 9.92 991.67 9.92
2341.78
5% ohd/.supervision+ water + el.power 5.00 117.09 1.17
10% profit on cement & tiles supply by owner 10.00 1301.67 130.17 1.30
15% profit on other material 15.00 48.44 7.27 0.07
profit on labor part 15.00 991.67 148.75 1.49
total cost 2745.05
27.45
Page 51SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
99 Black Granite (south) stone Flooring
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.17 0.167 1600.00 266.67 2.67
Granite stone 105.00 105.00 115.00 12075.00 120.75
color cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 12825.67
labor cost 100.00 sft 16.33 1633.33 16.33
14459.00
5% ohd/.supervision+ water + el.power 5.00 722.95 7.23
10% profit on cement supply by owner 10.00 460.00 46.00 0.46
15% profit on other material 15.00 12365.67 1854.85 18.55
profit on labor part 15.00 1633.33 245.00 2.45
total cost 17327.80
173.28
100 GRANITE for sill / james / skirting cutting & jari finishing (up to 3" wide)
100.00 0.250 25.00
cement 2.00 0.50 230.00 115.00 1.15
sand 0.17 0.042 1600.00 66.67 0.67
Granite stone 105.00 26.25 115.00 3018.75 30.19
color cement for joints 2.00 0.50 12.00 6.00 0.06
mat. Cost 3206.42
labor cost 100.00 rft 16.33 1633.33 16.33
4839.75
5% ohd/.supervision+ water + el.power 5.00 241.99 2.42
10% profit on cement supply by owner 10.00 115.00 11.50 0.12
15% profit on other material 15.00 3091.42 463.71 4.64
profit on labor part 15.00 1633.33 245.00 2.45
total cost 5801.95
58.02
101 GRANITE for sill / james / skirting / riser cutting & jari finishing (up to 3" to 6" wide)
100.00 0.500 50.00
cement 2.00 1.00 230.00 230.00 2.30
sand 0.17 0.083 1600.00 133.33 1.33
Granite stone 105.00 52.50 115.00 6037.50 60.38
color cement for joints 2.00 1.00 12.00 12.00 0.12
mat. Cost 6412.83
labor cost 100.00 rft 16.33 1633.33 16.33
8046.17
5% ohd/.supervision+ water + el.power 5.00 402.31 4.02
10% profit on cement supply by owner 10.00 230.00 23.00 0.23
15% profit on other material 15.00 6182.83 927.43 9.27
profit on labor part 15.00 1633.33 245.00 2.45
total cost 9643.90
96.44
Page 52SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
102 GRANITE for sill / james / skirting /tappa/ riser cutting & jari finishing (up to 6" to 9" wide)
100.00 0.750 75.00
cement 2.00 1.50 230.00 345.00 3.45
sand 0.17 0.125 1600.00 200.00 2.00
Granite stone 105.00 78.75 115.00 9056.25 90.56
color cement for joints 2.00 1.50 12.00 18.00 0.18
mat. Cost 9619.25
labor cost 100.00 rft 16.33 1633.33 16.33
11252.58
5% ohd/.supervision+ water + el.power 5.00 562.63 5.63
10% profit on cement supply by owner 10.00 345.00 34.50 0.35
15% profit on other material 15.00 9274.25 1391.14 13.91
profit on labor part 15.00 1633.33 245.00 2.45
total cost 13485.85
134.86
103 GRANITE for sill / james / skirting /tappa/ riser cutting & jari finishing (up to 9" to 12" wide)
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.17 0.167 1600.00 266.67 2.67
Granite stone 105.00 105.00 115.00 12075.00 120.75
color cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 12825.67
labor cost 100.00 rft 16.33 1633.33 16.33
14459.00
5% ohd/.supervision+ water + el.power 5.00 722.95 7.23
10% profit on cement supply by owner 10.00 460.00 46.00 0.46
15% profit on other material 15.00 12365.67 1854.85 18.55
profit on labor part 15.00 1633.33 245.00 2.45
total cost 17327.80
173.28
104 GRANITE for sill / james / skirting /tappa/ riser cutting & jari finishing (up to 12" to 15" wide)
100.00 1.250 125.00
cement 2.00 2.50 230.00 575.00 5.75
sand 0.17 0.208 1600.00 333.33 3.33
Granite stone 105.00 131.25 115.00 15093.75 150.94
color cement for joints 2.00 2.50 12.00 30.00 0.30
mat. Cost 16032.08
labor cost 100.00 rft 16.33 1633.33 16.33
17665.42
5% ohd/.supervision+ water + el.power 5.00 883.27 8.83
10% profit on cement supply by owner 10.00 575.00 57.50 0.58
15% profit on other material 15.00 15457.08 2318.56 23.19
profit on labor part 15.00 1633.33 245.00 2.45
total cost 21169.75
211.70
Page 53SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
105 COLOR GRANITE (SOUTH) STONE FLOORING
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.17 0.167 1600.00 266.67 2.67
Granite stone 105.00 105.00 125.00 13125.00 131.25
color cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 13875.67
labor cost 100.00 rft 16.33 1633.33 16.33
15509.00
5% ohd/.supervision+ water + el.power 5.00 775.45 7.75
10% profit on cement supply by owner 10.00 460.00 46.00 0.46
15% profit on other material 15.00 13415.67 2012.35 20.12
profit on labor part 15.00 1633.33 245.00 2.45
total cost 18587.80
185.88
106 COLOR GRANITE for skirting cutting & jari finishing( up to 2" wide)
100.00 0.250 25.00
cement 2.00 0.50 230.00 115.00 1.15
sand 0.17 0.042 1600.00 66.67 0.67
Granite stone 105.00 26.25 125.00 3281.25 32.81
color cement for joints 2.00 0.50 12.00 6.00 0.06
mat. Cost 3468.92
labor cost 100.00 rft 16.33 1633.33 16.33
5102.25
5% ohd/.supervision+ water + el.power 5.00 255.11 2.55
10% profit on cement supply by owner 10.00 115.00 11.50 0.12
15% profit on other material 15.00 3353.92 503.09 5.03
profit on labor part 15.00 1633.33 245.00 2.45
total cost 6116.95
61.17
107 COLOR GRANITE for skirting cutting & jari finishing( up to 3" to 6" wide)
100.00 0.500 50.00
cement 2.00 1.00 230.00 230.00 2.30
sand 0.17 0.083 1600.00 133.33 1.33
Granite stone 105.00 52.50 125.00 6562.50 65.63
color cement for joints 2.00 1.00 12.00 12.00 0.12
mat. Cost 6937.83
labor cost 100.00 rft 16.33 1633.33 16.33
8571.17
5% ohd/.supervision+ water + el.power 5.00 428.56 4.29
10% profit on cement supply by owner 10.00 230.00 23.00 0.23
15% profit on other material 15.00 6707.83 1006.18 10.06
profit on labor part 15.00 1633.33 245.00 2.45
total cost 10273.90
102.74
Page 54SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
108 COLOR GRANITE for skirting cutting & jari finishing( up to 6" to 9" wide)
100.00 0.750 75.00
cement 2.00 1.50 230.00 345.00 3.45
sand 0.17 0.125 1600.00 200.00 2.00
Granite stone 105.00 78.75 125.00 9843.75 98.44
color cement for joints 2.00 1.50 12.00 18.00 0.18
mat. Cost 10406.75
labor cost 100.00 rft 16.33 1633.33 16.33
12040.08
5% ohd/.supervision+ water + el.power 5.00 602.00 6.02
10% profit on cement supply by owner 10.00 345.00 34.50 0.35
15% profit on other material 15.00 10061.75 1509.26 15.09
profit on labor part 15.00 1633.33 245.00 2.45
total cost 14430.85
144.31
109 COLOR GRANITE for skirting cutting & jari finishing( up to 9" to 12" wide)
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.17 0.167 1600.00 266.67 2.67
Granite stone 105.00 105.00 125.00 13125.00 131.25
color cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 13875.67
labor cost 100.00 rft 16.33 1633.33 16.33
15509.00
5% ohd/.supervision+ water + el.power 5.00 775.45 7.75
10% profit on cement supply by owner 10.00 460.00 46.00 0.46
15% profit on other material 15.00 13415.67 2012.35 20.12
profit on labor part 15.00 1633.33 245.00 2.45
total cost 18587.80
185.88
110 COLOR GRANITE for sill / james / skirting /tappa/ riser cutting & jari finishing (up to 12" to 15" wide)
100.00 1.250 125.00
cement 2.00 2.50 230.00 575.00 5.75
sand 0.17 0.208 1600.00 333.33 3.33
Granite stone 105.00 131.25 125.00 16406.25 164.06
color cement for joints 2.00 2.50 12.00 30.00 0.30
mat. Cost 17344.58
labor cost 100.00 rft 16.33 1633.33 16.33
18977.92
5% ohd/.supervision+ water + el.power 5.00 948.90 9.49
10% profit on cement supply by owner 10.00 575.00 57.50 0.58
15% profit on other material 15.00 16769.58 2515.44 25.15
profit on labor part 15.00 1633.33 245.00 2.45
total cost 22744.75
227.45
Page 55SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
111 Glaze tile (6" x 8") dodo / flooring
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.13 0.125 1600.00 200.00 2.00
tiles 6" x 8" with wastage 105.00 10.50 120.00 1260.00 12.60
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 1944.00
labor cost 100.00 sft 8.17 816.67 8.17
2760.67
5% ohd/.supervision+ water + el.power 5.00 138.03 1.38
10% profit on cement & tiles supply by owner 10.00 1720.00 172.00 1.72
15% profit on other material 15.00 224.00 33.60 0.34
profit on labor part 15.00 816.67 122.50 1.23
total cost 3226.80
32.27
112 Glaze tile (8" x 8") dodo / flooring
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.13 0.125 1600.00 200.00 2.00
tiles 8" x 8" with wastage 105.00 10.50 160.00 1680.00 16.80
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 2364.00
labor cost 100.00 sft 8.17 816.67 8.17
3180.67
5% ohd/.supervision+ water + el.power 5.00 159.03 1.59
10% profit on cement & tiles supply by owner 10.00 2140.00 214.00 2.14
15% profit on other material 15.00 224.00 33.60 0.34
profit on labor part 15.00 816.67 122.50 1.23
total cost 3709.80
37.10
113 Glaze tile (8" x 12") dodo / flooring
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.13 0.125 1600.00 200.00 2.00
tiles 8" x 12" with wastage 105.00 10.50 110.00 1155.00 11.55
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 1839.00
labor cost 100.00 sft 8.17 816.67 8.17
2655.67
5% ohd/.supervision+ water + el.power 5.00 132.78 1.33
10% profit on cement & tiles supply by owner 10.00 1615.00 161.50 1.62
15% profit on other material 15.00 224.00 33.60 0.34
profit on labor part 15.00 816.67 122.50 1.23
total cost 3106.05
31.06
Page 56SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
114 Glaze tile (12" x 12") dodo / flooring
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.13 0.125 1600.00 200.00 2.00
tiles 12" x 12" with wastage 105.00 10.50 165.00 1732.50 17.33
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 2416.50
labor cost 100.00 sft 8.17 816.67 8.17
3233.17
5% ohd/.supervision+ water + el.power 5.00 161.66 1.62
10% profit on cement & tiles supply by owner 10.00 2192.50 219.25 2.19
15% profit on other material 15.00 224.00 33.60 0.34
profit on labor part 15.00 816.67 122.50 1.23
total cost 3770.18
37.70
115 Glaze tile (12" x 18") dodo / flooring
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.13 0.125 1600.00 200.00 2.00
tiles 12" x 18" with wastage 105.00 10.50 230.00 2415.00 24.15
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 3099.00
labor cost 100.00 sft 8.17 816.67 8.17
3915.67
5% ohd/.supervision+ water + el.power 5.00 195.78 1.96
10% profit on cement & tiles supply by owner 10.00 2875.00 287.50 2.88
15% profit on other material 15.00 224.00 33.60 0.34
profit on labor part 15.00 816.67 122.50 1.23
total cost 4555.05
45.55
116 Glaze tile (12" x 24") dodo / flooring
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.13 0.125 1600.00 200.00 2.00
tiles 12" x 24" with wastage 105.00 10.50 330.00 3465.00 34.65
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 4149.00
labor cost 100.00 sft 8.17 816.67 8.17
4965.67
5% ohd/.supervision+ water + el.power 5.00 248.28 2.48
10% profit on cement & tiles supply by owner 10.00 3925.00 392.50 3.93
15% profit on other material 15.00 224.00 33.60 0.34
profit on labor part 15.00 816.67 122.50 1.23
total cost 5762.55
57.63
Page 57SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
117 Glaze tile (13" x 10") dodo / flooring
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.13 0.125 1600.00 200.00 2.00
tiles 12" x 24" with wastage 105.00 10.50 230.00 2415.00 24.15
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 3099.00
labor cost 100.00 sft 8.17 816.67 8.17
3915.67
5% ohd/.supervision+ water + el.power 5.00 195.78 1.96
10% profit on cement & tiles supply by owner 10.00 2875.00 287.50 2.88
15% profit on other material 15.00 224.00 33.60 0.34
profit on labor part 15.00 816.67 122.50 1.23
total cost 4555.05
45.55
118 RUSTIK TILES ( 12 X 12 )Nitco ceramic dodo / flooring
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.13 0.125 1600.00 200.00 2.00
tiles 12" x 24" with wastage 105.00 105.00 25.50 2677.50 26.78
white cement for joints 2.00 2.00 12.00 24.00 0.24
mat. Cost 3361.50
labor cost 100.00 sft 8.17 816.67 8.17
4178.17
5% ohd/.supervision+ water + el.power 5.00 208.91 2.09
10% profit on cement & tiles supply by owner 10.00 3137.50 313.75 3.14
15% profit on other material 15.00 224.00 33.60 0.34
profit on labor part 15.00 816.67 122.50 1.23
total cost 4856.93
48.57
119 Waterproofing with brick mortar(on terrace)
100.00 1.000 100.00
cement 4.00 4.00 230.00 920.00 9.20
sand 0.27 0.274 1600.00 438.56 4.39
brick bats 1024.00 1024.00 0.65 665.60 6.66
mat. Cost 2024.16
labor cost 100.00 sft 10.50 1050.00 10.50
3074.16
5% ohd/.supervision+ water + el.power 5.00 153.71 1.54
10% profit on cement supply by owner 10.00 920.00 92.00 0.92
15% profit on other material 15.00 1104.16 165.62 1.66
profit on labor part 15.00 1050.00 157.50 1.58
total cost 3642.99
36.43
Page 58SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
120 Waterproofing with brick- mortar(in bathroom sunk with base plaster)
100.00 1.000 100.00
cement 4.00 4.00 230.00 920.00 9.20
sand 0.27 0.274 1600.00 438.56 4.39
brick bats 1024.00 1024.00 0.65 665.60 6.66
mat. Cost 2024.16
labor cost 100.00 sft 15.17 1516.67 15.17
3540.83
5% ohd/.supervision+ water + el.power 5.00 177.04 1.77
10% profit on cement supply by owner 10.00 920.00 92.00 0.92
15% profit on other material 15.00 1104.16 165.62 1.66
profit on labor part 15.00 1516.67 227.50 2.28
total cost 4202.99
42.03
121 Waterproofing vatta/kani vatta
1 feet wide 100.00 1.000 100.00
cement 4.00 4.00 230.00 920.00 9.20
sand 0.27 0.274 1600.00 438.56 4.39
brick bats 1024.00 1024.00 0.65 665.60 6.66
mat. Cost 2024.16
labor cost 100.00 rft 10.50 1050.00 10.50
3074.16
5% ohd/.supervision+ water + el.power 5.00 153.71 1.54
10% profit on cement supply by owner 10.00 920.00 92.00 0.92
15% profit on other material 15.00 1104.16 165.62 1.66
profit on labor part 15.00 1050.00 157.50 1.58
total cost 3642.99
36.43
122 Horizontal patta on sloping slab.
100.00 0.500 50.00
cement 3.00 0.50 230.00 345.00 3.45
sand 0.09 0.500 1600.00 72.00 0.72
mat. Cost 417.00
labor cost 100.00 rft 6.00 600.00 6.00
1017.00
5% ohd/.supervision+ water + el.power 5.00 50.85 0.51
10% profit on cement supply by owner 10.00 345.00 34.50 0.35
15% profit on other material 15.00 72.00 10.80 0.11
profit on labor part 15.00 600.00 90.00 0.90
total cost 1203.15
12.03
123 china mosaic flooring
100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.40 0.400 1600.00 640.00 6.40
glaze tiles pieces sq.ft 0.80 0.80 10.00 8.00 0.08
white cement 30.00 30.00 12.00 360.00 3.60
mat. Cost 1468.00
labor cost 100.00 sft 14.00 1400.00 14.00
2868.00
5% ohd/.supervision+ water + el.power 5.00 143.40 1.43
10% profit on cement supply by owner 10.00 460.00 46.00 0.46
Page 59SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
15% profit on other material 15.00 1008.00 151.20 1.51
profit on labor part 15.00 1400.00 210.00 2.10
total cost 3418.60
34.19
Page 60SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
124 china mosaic vatta
1 FEET WIDE 100.00 1.000 100.00
cement 2.00 2.00 230.00 460.00 4.60
sand 0.40 0.400 1600.00 640.00 6.40
glaze tiles pieces sq.ft 0.70 0.70 10.00 7.00 0.07
white cement 30.00 30.00 12.00 360.00 3.60
mat. Cost 1467.00
labor cost 100.00 rft 14.00 1400.00 14.00
2867.00
5% ohd/.supervision+ water + el.power 5.00 143.35 1.43
10% profit on cement supply by owner 10.00 460.00 46.00 0.46
15% profit on other material 15.00 1007.00 151.05 1.51
profit on labor part 15.00 1400.00 210.00 2.10
total cost 3417.40
34.17
125 BBCC 1:4:8 in sunk
total concrete 100.00 1.00 100.00
cement 8.11 8.11 230.00 1865.30 18.65
sand 0.61 0.61 1600.00 976.00 9.76
RODA 0.81 0.81 1500.00 1215.00 12.15
mat. Cost 4056.30
labor cost 100.00 9.33 933.33 9.33
4989.63
5% ohd/.supervision+ water + el.power 5.00 249.48 2.49
10% profit on cement supply by owner 10.00 1865.30 186.53 1.87
15% profit on other material 15.00 2191.00 328.65 3.29
profit on labor part 15.00 933.33 140.00 1.40
total cost 5894.30
58.94
126 Rough kota flooring.
100.00 1.000 100.00
cement 1.50 1.50 230.00 345.00 3.45
sand 0.15 0.150 1600.00 240.00 2.40
r kota 100.00 100.00 15.00 1500.00 15.00
mat. Cost 2085.00
labor cost 100.00 sft 6.00 600.00 6.00
2685.00
5% ohd/.supervision+ water + el.power 5.00 134.25 1.34
10% profit on cement supply by owner 10.00 345.00 34.50 0.35
15% profit on other material 15.00 1740.00 261.00 2.61
profit on labor part 15.00 600.00 90.00 0.90
total cost 3204.75
32.05
Page 61SR PARTICULAR QTY QTY RATE AMOUNT UNIT RATE
127 Chiken mesh with elec zari filling.
6" wide 100.00 0.500 50.00
cement 1.50 0.50 230.00 172.50 1.73
sand 0.15 0.500 1600.00 120.00 1.20
Chiken mesh 100.00 1.000 1.00 100.00 1.00
mat. Cost 392.50
labor cost 100.00 sft 2.00 200.00 2.00
592.50
5% ohd/.supervision+ water + el.power 5.00 29.63 0.30
10% profit on cement supply by owner 10.00 172.50 17.25 0.17
15% profit on other material 15.00 220.00 33.00 0.33
profit on labor part 15.00 200.00 30.00 0.30
total cost 702.38
7.02
128 Filling yellow soil brought from stack yard.
Supplied free of cost
yellow soil (excn,transport,load,unload) by machin 1.00 150.00 150.00 1.50
shrinkage 35 % 0.35 52.50 0.53
mat. Cost 202.50
labor cost 100.00 2.00 200 2.00
402.50
5% ohd/.supervision 5.00 20.13 0.20
profit on material transport 15.00 202.50 30.38 0.30
profit on labour part 15.00 200.00 30.00 0.30
total cost 483.00
4.83
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SCHEDULE-AABSTRACT OF ITEM RATES (with cement )
SR. ITEMS RATE UNITS
CONSIDERING 10% PROFIT ON MATERIAL SUPPLIED BY OWENER
1 Pro.& filling black sand brought from outside. 25.44 cft
2 Pro.& filling yellow soil brought from outside. 10.50 cft
3 Pro.& filling quarry spoil brought from outside. 15.36 cft
4 Rubble soaling 9" thk. 18.00 cft
5 Rubble soaling thk. Above 9" 20.40 cft
6 2" THK PCC (1:4:8) 12.35 sq.ft
7 3" THK PCC (1:4:8) 17.93 sq.ft
8 3" THK PCC (1:3:6) 19.93 sq.ft
9 4" THK PCC (1:4:8) 22.30 sq.ft
10 4" THK PCC (1:3:6) 24.98 sq.ft
11 6" THK PCC (1:4:8) 32.26 sq.ft
12 6" THK PCC (1:3:6) 36.26 sq.ft
13 9" AUGER (M-20) 59.60 rft
14 FOUNDATION (M-20) 110.06 cft
15 6"x 9" BEAM ( M-20) 81.27 rft
16 6"x 12" BEAM / ( M-20) 92.03 rft
17 9"x 9" BEAM / COLUMN ( M-20) 97.41 rft
18 9"x 12" BEAM / COLIMN ( M-20) 113.54 rft
19 9"x 15" BEAM / COLIMN ( M-20) 129.68 rft
20 COLUMN /BEAM S/C >=1CFT (M-20) 135.06 cft
21 4.5" thick SLAB (M-20) 54.67 sft
22 5" THICK SLAB ( M-20 ) 59.66 sft
23 6" THICK SLAB ( M-20 ) 68.23 sft
24 4.5" THICK SLOPING SLAB ( M-20 ) 65.87 sft
25 5" THICK SLOPING SLAB ( M-20 ) 69.46 sft
26 6" THICK SLAB ( M-25 ) 74.95 sft
27 9"x 4" LINTEL / COPING ( M-20) 43.91 rft
28 9"x 6" LINTEL / COPING ( M-20) 54.67 rft
29 9"x 7" LINTEL / COPING / RUNNER BEAM ( M-20) 60.05 rft
30 6"x 6" LINTEL / COPING ( M-20) 43.91 rft
31 6"x 4" Chajja STRIPS ( M-20) 42.20 rft
32 6"x 7" Chajja STRIPS ( M-20) 52.96 rft
33 4.5"x 4" LINTEL / COPING ( M-20) 30.36 rft
34 4.5"x 6" LINTEL / COPING ( M-20) 35.74 rft
35 4" THICK CHHAJA / LOFT (M-20) 56.69 sft
36 5" THICK CHHAJA / LOFT (M-20) 63.86 sq.ft
37 7" THICK CHHAJA / LOFT (M-20) 77.91 sq.ft
38 STAIR STEPS WITH WAIST SLAB (M-20) 193.79 rft
39 4" THICK FLOOR SLAB (M-15) with steel 30.71 sft
40 6" THICK FLOOR SLAB (M-15) with steel 42.47 sft
41 9" THICK BRICK MASONARY ( 1 :6 ) 56.76 sft
42 4.5" THICK BRICK MASONARY ( 1 :4 ) 29.64 sft
43 14" THICK BRICK MASONARY ( 1 :6 ) 89.94 sft
44 4.5" brick mas. Cornice 26.30 rft
45 MASS MASONARY (1:6) 76.85 cft
157
SR. ITEMS RATE UNITS
46 9"x 9" PILLAR 52.85 rft
47 9"x 12" PILLAR 69.94 rft
48 9"x 15" PILLAR 81.47 rft
49 9"x 18" PILLAR 93.23 rft
50 9"x 24" PILLAR 109.91 rft
51 SMALL PADESTALS/WALLS. 56.76 sft
52 12"x 12" PILLAR 86.10 rft
53 INTERNAL MALA PLASTER 12.67 sft
54 EXTRA OVER MALA PLASTER FOR NEERU PLASTER 1.72 sft
55 EXTERNAL SINGLE COAT SANDFACE PLASTER 14.48 sft
56 EXTERNAL DOUBLE COAT SANDFACE PLASTER 21.89 sft
57 EXTERNAL DOUBLE COAT OF GUTKA /MALA/ROLLER PLASTER 26.67 sft
58 PATTA/TAPAK IN GUTKA /MALA PLASTER 13.54 rft
59 STONECRETE /MALAD PLASTER 45.35 sft
60 PATTA IN STONECRETE /MALAD PLASTER 20.07 rft
61 vata plaster work (1:4) 12.30 rft
62 tapak plaster work (1:4) 10.45 rft
63 Patta plaster work (1:4) 10.82 rft
64 Stonecrete tapak plaster work (1:4) 12.59 rft
65 REINFORCEMENT 35.10 kg
66 Ips floor finish 2" thick 22.88 sft
67 U.C.R masonary in c.m 1:6 without pointing. 47.75 cft
68 Plum concrete 45.38 cft
69 Flush pointing on rubble masonary 6.24 sft
70 Exposed pointing on rubble masonary 12.97 sft
71 Mala plaster on rubble masonary (1:4) 16.73 sft
72 KOTA Flooring with ordinary Polish & cutting(22 x 16,18 x 18, 24 x 24) 52.33 sft
73 KOTA slab Flooring with ordinary Polish & cutting 60.32 sft
74 GreenMarble Flooring 78.38 sft
75 White Marble slab (rajnagar) Flooring 71.78 sft
76 P.KOTA for sill / james / skirting / tappa / riser / shelves with cutting & jari finishing ( up to 2.75" width) 21.28 rft
77 P.KOTA for sill / james / skirting / tappa / riser / shelves with cutting & jari finishing ( up to 3" to 5.75" widt 30.01 rft
78 P.KOTA for sill / james / skirting / tappa / riser / shelves with cutting & jari finishing ( up to 6" to 11.75" wid 53.39 rft
79 P.KOTA for sill / james / tappa / riser / shelves with cutting & jari finishing ( up to 12" to 17.75" width) 80.09 rft
80 P.Marble for sill / james / skirting / tappa / riser / shelves with cutting & jari finishing ( up to 3" width) 30.02 rft
81 P.Marble for sill / james / skirting / tappa / riser / shelves with cutting & jari finishing ( up to 3" to 6" width) 43.24 rft
82 P.Marble for sill / james / skirting / tappa / riser / shelves with cutting & jari finishing ( up to 6" to 9" width) 54.88 rft
83 P.Marble for sill / james / skirting / tappa / riser / shelves with cutting & jari finishing( up to 9" to 12" width 67.58 rft
84 P.Marble for tappa / riser / shelves with cutting & jari finishing ( up to 12" to 18" width) 101.37 rft
85 Parsolina Ceramic tiles Flooring 49.37 sft
86 Parsolina Ceramic tiles skirting (3" width) 19.69 rft
87 Granamite(Vitrified) tiles Flooring 24" x 24" 59.32 sft
88 Granamite(Vitrified) tiles Flooring 32" x 32" 71.39 sft
89 Granamite(Vitrified) tiles Flooring 36" x 36" 99.17 sft
90 Granamite(Vitrified) tiles Flooring 39" x 39" 105.20 sft
91 Granamite(Vitrified) tiles Dado 24" x 24" 59.46 sft
92 Granamite(Vitrified) tiles Dado 32" x 32" 71.54 sft
93 Granamite(Vitrified) tiles Dado 36" x 36" 99.31 sft
94 Granamite(Vitrified) tiles Dado 39" x 39" 105.35 sft
95 Granamite(Vitrified) tiles Skirting 24" x 24" (2" width) 19.80 rft
157
SR. ITEMS RATE UNITS
96 Granamite(Vitrified) tiles Skirting 32" x 32" (2" width) 21.82 rft
97 Granamite(Vitrified) tiles Skirting 36" x 36" (2" width) 26.44 rft
98 Granamite(Vitrified) tiles Skirting 39" x 39" (2" width) 27.45 rft
99 Black Granite (south) stone Flooring 173.28 sft
100 GRANITE for sill / james / skirting cutting & jari finishing (up to 3" wide) 58.02 rft
101 GRANITE for sill / james / skirting / riser cutting & jari finishing (up to 3" to 6" wide) 96.44 rft
102 GRANITE for sill / james / skirting /tappa/ riser cutting & jari finishing (up to 6" to 9" wide) 134.86 rft
103 GRANITE for sill / james / skirting /tappa/ riser cutting & jari finishing (up to 9" to 12" wide) 173.28 rft
104 GRANITE for sill / james / skirting /tappa/ riser cutting & jari finishing (up to 12" to 15" wide) 211.70 rft
105 COLOR GRANITE (SOUTH) STONE FLOORING 185.88 rft
106 COLOR GRANITE for skirting cutting & jari finishing( up to 2" wide) 61.17 rft
107 COLOR GRANITE for skirting cutting & jari finishing( up to 3" to 6" wide) 102.74 rft
108 COLOR GRANITE for skirting cutting & jari finishing( up to 6" to 9" wide) 144.31 rft
109 COLOR GRANITE for skirting cutting & jari finishing( up to 9" to 12" wide) 185.88 rft
110 COLOR GRANITE for sill / james / skirting /tappa/ riser cutting & jari finishing (up to 12" to 15" wide) 227.45 rft
111 Glaze tile (6" x 8") dodo / flooring 32.27 sft
112 Glaze tile (8" x 8") dodo / flooring 37.10 sft
113 Glaze tile (8" x 12") dodo / flooring 31.06 sft
114 Glaze tile (12" x 12") dodo / flooring 37.70 sft
115 Glaze tile (12" x 18") dodo / flooring 45.55 sft
116 Glaze tile (12" x 24") dodo / flooring 57.63 sft
117 Glaze tile (13" x 10") dodo / flooring 45.55 sft
118 RUSTIK TILES ( 12 X 12 )Nitco ceramic dodo / flooring 48.57 sft
119 Waterproofing with brick mortar(on terrace) 36.43 sft
120 Waterproofing with brick- mortar(in bathroom sunk with base plaster) 42.03 sft
121 Waterproofing vatta/kani vatta 36.43 rft
122 Horizontal patta on sloping slab. 12.03 rft
123 china mosaic flooring 34.19 sft
124 china mosaic vatta 34.17 rft
125 BBCC 1:4:8 in sunk 58.94 cft
126 Rough kota flooring. 32.05 sft
127 Chiken mesh with elec zari filling. 7.02 rft
128 Filling yellow soil brought from stack yard. 4.83 cft
129 Extra for bulb (auger) 92.77 NO
130 6" RCC WALL/ PARDI 72.43 sq.ft
131 9" RCC WALL/ PARDI 98.14 sq.ft
132-a WATER PROOFING- PLASTER (1:4) (with WP chemical)- 19MM THICK 19.00 sft
132-b SUNK - TOP FINISHING PLASTER layer (1:4) 9.27 sft
133 Water proofing chmical (Altret-ab-43) coating 2.27 sft
134 Waterproofing with KAPCHI - mortar(On rccwall,water tank with base plaster) 23.00 sft
BASIC MATERIAL RATE CONSIDERED33 SAL WOOD 651.0034 TEAK WOOD (GHANA) 1200.0035 4MM PLAIN GLASS 24.0036 FLUSH DOOR MR GRADE 40.0037 FLUSH DOOR PF GRADE 50.0038 LAMINATE 0.8 MM THICK 10.0039 LAMINATE 1MM THICK 20.0040 VINEER LAMINATE 40.0041 WOODEN MOULDING 2 X 1/2 12.0042 MAIN DOOR LATCH LOCK 650.0043 MORTICE LOCK WITH KEY 350.0044 MORTICE LOCK WITHOUT KEY 350.0045 3" CP BRASS STOPPER 22.0046 4" CP BRASS STOPPER 25.0047 6" CP BRASS STOPPER 35.0048 4" CP BRASS HANDLE 18.0049 6" CP BRASS HANDLE 26.0050 10" CP BRASS HANDLE 175.0051 8" S.S WIN.HOOK 14.0052 3" S.S HINGES 9.5053 4" S.S HINGES 17.0054 5" S.S HINGES 26.0055 DOOR STOPPER CP BRASS 130.0056 DOOR EYE S.S. 80.0057 DOOR HOLDER MAGNET PVC 50.0058 6MM PLAIN GLASS 48.0059 HOLD FAST 5.0060 SCREWS(35X8 NATTLEFOLD) 0.5061 SCREWS(20X6 NATTLEFOLD) 0.3562 NAILS ETC 50.0063 FEVICOL 130.0064 10" ALLDROP CP 130.0065 4 MM FROSTED GLASS 50.00
LABOUR RATES
Flush door with frame-beading patti- laminate- hardware-fixing comp. 30.00
Window shutter with frame-glass- hardware-fixing comp. 35.00
Architave patti making & fixing 5.00
D/W frame erection labor 5.00Tar painting with material labor 3.00Oil paint with material 5.25French police with material 6.00
SCHEDULE : EDOOR & WINDOW RATE ANALYSIS
SR PARTICULARS NO L B
1 DOOR GD3 (7'6" X 2' 8") 7.50 2.67
A WOOD ITEMSa Sal wood ft inch
fram 2 7.75 5.001 3.00 5.00
cross support patty 2 1.00 1.001 3.00 1.00
b Ghana teak woodTW beading to flush door 2.00 7.50 1.50
2.00 2.75 1.50
B FLUSH DOOR (MR grade) 1 7.25 2.50
C GLASS
D LAMINATEa lamination BACK SIDE WHITE 0.8 mm 1.10 7.25 2.25
b lamination FRONT SIDE 1.0 mm 1.10 7.25 2.25
D HARDWAREholdfasts
hinges 5" sonalock KEYLESS
4" cp brass stopper6" handle
pvc door stops.s door eye
screws(35x8 nattlefold)screws(20x6 nattlefold)
nails etcfevicol
E LABOURMaking of frame with shutter complete 1 7.50 2.67
Erection of frame 1 7.50 2.67
F COLOR WORKTar paint on fram backside 1 18.49
Oil paint frame 1 17.67Polishing to beading patti 1 19.33
TOTAL
5% ohd/.supervision+ water + el.power 5.00
15% profit on other material + labour 15.00
total costtotal cost per sq.ft
2 DOOR GD2 (7'6" X 3' 2") 7.50 3.17
A WOOD ITEMSa Sal wood ft inch
fram 2 7.75 5.001 3.75 5.00
cross support patty 2 1.00 1.001 3.25 1.00
b Ghana teak woodTW beading to flush door 2.00 7.50 1.50
2.00 3.00 1.50
B FLUSH DOOR (MR grade) 1 7.25 2.75
C GLASS
D LAMINATEa lamination BACK SIDE WHITE 0.8 mm 1.10 7.25 2.75
b lamination FRONT SIDE 1.0 mm 1.10 7.25 2.75
D HARDWAREholdfasts
hinges 5" sonalock with KEY
4" cp brass stopper6" handle
pvc door stops.s door eye
screws(35x8 nattlefold)screws(20x6 nattlefold)
nails etcfevicol
E LABOURMaking of frame with shutter complete 1 7.50 3.17
Erection of frame 1 7.50 3.17
F COLOR WORKTar paint on fram backside 1 18.98
Oil paint frame 1 18.16Polishing to beading patti 1 20.33
TOTAL
5% ohd/.supervision+ water + el.power 5.00
15% profit on other material + labour 15.00
total costtotal cost per sq.ft
3 DOOR GD1 (7'6" X 3' 10") 7.50 3.83
A WOOD ITEMSa Sal wood ft inch
fram 2 7.75 6.00
1 4.25 6.00cross support patty 2 1.00 1.00
1 3.83 1.00
b Ghana teak woodTW beading to flush door 2.00 7.50 1.50
2.00 3.75 1.50
B FLUSH DOOR (MR grade) 1 7.25 3.50
C GLASS
D LAMINATEa 0.00 0.00 0.00
b lamination both side 1.0 mm 2.00 8.00 4.00
D HARDWAREholdfasts
hinges 5" sonaMain door lock with lach KEY
4" cp brass stopper10" handle
pvc door stops.s door eye
screws(35x8 nattlefold)screws(20x6 nattlefold)
nails etcfevicol
E LABOURMaking of frame with shutter complete 1 7.50 3.83
Erection of frame 1 7.50 3.83
F COLOR WORKTar paint on fram backside 1 19.90
Oil paint frame 1 18.83Polishing to beading patti 1 21.67
TOTAL
5% ohd/.supervision+ water + el.power 5.00
15% profit on other material + labour 15.00
total costtotal cost per sq.ft
4 DOOR GD4 (7'6" X 5' 8") 7.50 5.67
A WOOD ITEMSa Sal wood ft inch
fram 2 7.75 5.001 6.00 5.00
cross support patty 2 1.00 1.001 6.00 1.00
b Ghana teak woodstyles 4 7.50 4.00
t/b/l rail 6 2.75 6.00Glass beading patti 8 3.00 0.75
8 2.25 0.75
B FLUSH DOOR (MR grade) 0 0.00 0.00
C GLASS6 mm thick plain glass 4 3.00 2.25
D LAMINATEa lamination BACK SIDE WHITE 0.8 mm 0.00 0.00 0.00
b lamination FRONT SIDE 1.0 mm 0.00 0.00 0.00
D HARDWAREholdfasts
hinges 5" sona10" CP brass aldrop6" cp brass stopper
6" handlepvc door stop
s.s door eyescrews(35x8 nattlefold)screws(20x6 nattlefold)
nails etcfevicol
E LABOURMaking of frame with shutter complete 1 7.50 5.67
Erection of frame 1 7.50 5.67
F COLOR WORKTar paint on fram backside 1 21.74
Oil paint frame WITH SHUTTER 2 7.50 5.67Polishing to beading patti 0 0.00
TOTAL
5% ohd/.supervision+ water + el.power 5.00
15% profit on other material + labour 15.00
total costtotal cost per sq.ft
5 DOOR FD3 (7'6" X 7' 8") 7.50 7.67
A WOOD ITEMSa Sal wood ft inch
fram 2 7.75 5.001 8.25 5.00
cross support patty 2 1.00 1.002 7.75 1.00
b Ghana teak woodstyles 8 7.50 4.00
t/b/l rail 12 2.00 6.00Glass beading patti 16 3.00 0.75
16 1.25 0.75
B FLUSH DOOR (MR grade) 0 0.00 0.00
C GLASS6 mm thick plain glass 6 3.00 1.25
D LAMINATEa lamination BACK SIDE WHITE 0.8 mm 0.00 0.00 0.00
b lamination FRONT SIDE 1.0 mm 0.00 0.00 0.00
D HARDWAREholdfasts
hinges 5" sona10" CP brass aldrop6" cp brass stopper
6" handlepvc door stop
s.s door eyescrews(35x8 nattlefold)screws(20x6 nattlefold)
nails etcfevicol
E LABOURMaking of frame with shutter complete 1 7.50 7.67
Erection of frame 1 7.50 7.67
F COLOR WORKTar paint on fram backside 1 23.73
Oil paint frame WITH SHUTTER 2 7.50 7.67Polishing to beading patti 0 0.00
TOTAL
5% ohd/.supervision+ water + el.power 5.00
15% profit on other material + labour 15.00
total costtotal cost per sq.ft
6 DOOR GD5 (7'6" X 4' 2") 7.50 4.17
A WOOD ITEMSa Sal wood ft inch
fram 2 7.75 5.001 4.50 5.00
cross support patty 2 1.00 1.001 4.50 1.00
b Ghana teak woodstyles 4 7.50 4.00
t/b/l rail 6 2.00 6.00Glass beading patti 8 3.00 0.75
8 1.25 0.75
B FLUSH DOOR (MR grade) 0 0.00 0.00
C GLASS6 mm thick plain glass 4 3.00 1.25
D LAMINATEa lamination BACK SIDE WHITE 0.8 mm 0.00 0.00 0.00
b lamination FRONT SIDE 1.0 mm 0.00 0.00 0.00
D HARDWAREholdfasts
hinges 5" sona10" CP brass aldrop6" cp brass stopper
6" handlepvc door stop
s.s door eyescrews(35x8 nattlefold)screws(20x6 nattlefold)
nails etcfevicol
E LABOURMaking of frame with shutter complete 1 7.50 4.17
Erection of frame 1 7.50 4.17
F COLOR WORKTar paint on fram backside 1 20.24
Oil paint frame WITH SHUTTER 2 7.50 4.17Polishing to beading patti 0 0.00
TOTAL
5% ohd/.supervision+ water + el.power 5.00
15% profit on other material + labour 15.00
total costtotal cost per sq.ft
7 WINDOW FW3 (1'8" X 4' 0") 1.67 4.00
A WOOD ITEMSa Sal wood ft inch
fram 2 2.00 5.002 4.00 5.00
cross support patty 4 1.00 1.000 0.00 1.00
b Ghana teak woodHZ styles 3 1.50 3.00VER rail 2 3.75 3.00
Glass beading patti 2 3.00 0.754 1.00 0.75
B GLASS4 mm thick plain glass 1 2.50 1.00
4 mm thick Frosted glass 1 1.00 0.75
C HARDWAREholdfasts
hinges 4" sona4" cp brass stopper
4" handles.s Window hook
screws(35x8 nattlefold)screws(20x6 nattlefold)
nails etc
D LABOURMaking of frame with shutter complete 1 1.67 4.00
Erection of frame 1 1.67 4.00
E COLOR WORKTar paint on fram backside 1 13.33
Oil paint frame WITH SHUTTER 2 1.67 4.00
TOTAL
5% ohd/.supervision+ water + el.power 5.00
15% profit on other material + labour 15.00
total costtotal cost per sq.ft
8 WINDOW GW1 (1'8" X 7' 0") 1.67 7.00
A WOOD ITEMSa Sal wood ft inch
fram 2 2.00 5.00
2 7.00 5.00cross support patty 4 1.00 1.00
0 0.00 1.00
b Ghana teak woodHZ styles 3 1.50 3.00VER rail 2 6.75 3.00
Glass beading patti 2 5.50 0.754 1.00 0.75
B GLASS4 mm thick plain glass 1 5.50 1.00
4 mm thick Frosted glass 1 1.00 0.75
C HARDWAREholdfasts
hinges 4" sona4" cp brass stopper
4" handles.s Window hook
screws(35x8 nattlefold)screws(20x6 nattlefold)
nails etc
D LABOURMaking of frame with shutter complete 1 1.67 7.00
Erection of frame 1 1.67 7.00
E COLOR WORKTar paint on fram backside 1 19.33
Oil paint frame WITH SHUTTER 2 1.67 7.00
TOTAL
5% ohd/.supervision+ water + el.power 5.00
15% profit on other material + labour 15.00
total costtotal cost per sq.ft
9 WINDOW GW4(2'2" X 5' 0") 2.17 5.00
A WOOD ITEMSa Sal wood ft inch
fram 2 2.50 5.002 5.00 5.00
cross support patty 4 1.00 1.000 0.00 1.00
b Ghana teak woodHZ styles 3 2.00 3.00
VER rail 2 4.75 3.00Glass beading patti 2 4.00 0.75
4 1.50 0.75
B GLASS4 mm thick plain glass 1 3.50 1.50
4 mm thick Frosted glass 1 1.50 0.75
C HARDWAREholdfasts
hinges 4" sona4" cp brass stopper
4" handles.s Window hook
screws(35x8 nattlefold)screws(20x6 nattlefold)
nails etc
D LABOURMaking of frame with shutter complete 1 2.17 5.00
Erection of frame 1 2.17 5.00
E COLOR WORKTar paint on fram backside 1 16.33
Oil paint frame WITH SHUTTER 2 2.17 5.00
TOTAL
5% ohd/.supervision+ water + el.power 5.00
15% profit on other material + labour 15.00
total costtotal cost per sq.ft
10 WINDOW FW1 (3'4" X 5' 0") 3.33 5.00
A WOOD ITEMSa Sal wood ft inch
fram 2 3.75 5.002 5.00 5.00
cross support patty 4 1.00 1.000 0.00 1.00
b Ghana teak woodHZ styles 6 1.75 3.00VER rail 4 4.75 3.00
Glass beading patti 4 4.00 0.756 1.25 0.75
B GLASS
4 mm thick plain glass 2 3.50 1.254 mm thick Frosted glass 2 1.25 0.75
C HARDWAREholdfasts
hinges 4" sona4" cp brass stopper
4" handles.s Window hook
screws(35x8 nattlefold)screws(20x6 nattlefold)
nails etc
D LABOURMaking of frame with shutter complete 1 3.33 5.00
Erection of frame 1 3.33 5.00
E COLOR WORKTar paint on fram backside 1 18.67
Oil paint frame WITH SHUTTER 2 3.33 5.00
TOTAL
5% ohd/.supervision+ water + el.power 5.00
15% profit on other material + labour 15.00
total costtotal cost per sq.ft
11 WINDOW GW5(4'8" X 5' 0") 4.67 5.00
A WOOD ITEMSa Sal wood ft inch
fram 2 5.00 5.003 5.00 5.00
cross support patty 4 1.00 1.000 0.00 1.00
b Ghana teak woodHZ styles 6 2.25 3.00VER rail 4 4.75 3.00
Glass beading patti 4 4.00 0.756 1.75 0.75
B GLASS4 mm thick plain glass 2 3.50 1.75
4 mm thick Frosted glass 2 1.75 0.75
C HARDWAREholdfasts
hinges 4" sona4" cp brass stopper
4" handles.s Window hook
screws(35x8 nattlefold)screws(20x6 nattlefold)
nails etc
D LABOURMaking of frame with shutter complete 1 4.67 5.00
Erection of frame 1 4.67 5.00
E COLOR WORKTar paint on fram backside 1 21.33
Oil paint frame WITH SHUTTER 2 4.67 5.00
TOTAL
5% ohd/.supervision+ water + el.power 5.00
15% profit on other material + labour 15.00
total costtotal cost per sq.ft
12 WINDOW GW6(5'5" X 3' 6") 5.42 3.50
A WOOD ITEMSa Sal wood ft inch
fram 2 6.00 5.004 3.50 5.00
cross support patty 4 1.00 1.000 0.00 1.00
b Ghana teak woodHZ styles 6 1.75 3.00VER rail 4 3.25 3.00
Glass beading patti fix 2 1.75 0.752 3.25 0.75
Glass beading patti shutter glass 4 2.50 0.756 1.25 0.75
B GLASS4 mm thick plain glass 2 2.00 1.25
4 mm thick plain glass fix 1 3.25 1.754 mm thick Frosted glass 2 1.25 0.75
C HARDWAREholdfasts
hinges 4" sona4" cp brass stopper
4" handle
s.s Window hook screws(35x8 nattlefold)screws(20x6 nattlefold)
nails etc
D LABOURMaking of frame with shutter complete 1 5.42 3.50
Erection of frame 1 5.42 3.50
E COLOR WORKTar paint on fram backside 1 19.83
Oil paint frame WITH SHUTTER 2 5.42 3.50
TOTAL
5% ohd/.supervision+ water + el.power 5.00
15% profit on other material + labour 15.00
total costtotal cost per sq.ft
13 WINDOW FW4(5'4" X 4' 0") 5.33 4.00
A WOOD ITEMSa Sal wood ft inch
fram 2 5.75 5.004 4.00 5.00
cross support patty 4 1.00 1.000 0.00 1.00
b Ghana teak woodHZ styles 6 1.75 3.00VER rail 4 3.75 3.00
Glass beading patti fix 2 1.75 0.752 3.75 0.75
Glass beading patti shutter glass 4 3.00 0.756 1.25 0.75
B GLASS4 mm thick plain glass 2 2.50 1.25
4 mm thick plain glass fix 1 3.75 1.754 mm thick Frosted glass 2 1.25 0.75
C HARDWAREholdfasts
hinges 4" sona4" cp brass stopper
4" handles.s Window hook
screws(35x8 nattlefold)screws(20x6 nattlefold)
nails etc
D LABOURMaking of frame with shutter complete 1 5.33 4.00
Erection of frame 1 5.33 4.00
E COLOR WORKTar paint on fram backside 1 20.67
Oil paint frame WITH SHUTTER 2 5.33 4.00
TOTAL
5% ohd/.supervision+ water + el.power 5.00
15% profit on other material + labour 15.00
total costtotal cost per sq.ft
14 WINDOW W Landing (1'3.5" X 6' 4.75"") 1.29 6.40
A WOOD ITEMSa Sal wood ft inch
fram 2 1.75 5.002 6.50 5.00
cross support patty 4 1.00 1.000 0.00 1.00
b Ghana teak woodHZ styles 3 1.00 3.00VER rail 2 6.25 3.00
Glass beading patti 2 5.50 0.754 0.50 0.75
B GLASS4 mm thick plain glass 1 5.00 0.75
4 mm thick Frosted glass 1 0.75 0.75
C HARDWAREholdfasts
hinges 4" sona4" cp brass stopper
4" handles.s Window hook
screws(35x8 nattlefold)screws(20x6 nattlefold)
nails etc
D LABOURMaking of frame with shutter complete 1 1.29 6.40
Erection of frame 1 1.29 6.40
E COLOR WORKTar paint on fram backside 1 17.38
Oil paint frame WITH SHUTTER 2 1.29 6.40
TOTAL
5% ohd/.supervision+ water + el.power 5.00
15% profit on other material + labour 15.00
total costtotal cost per sq.ft
15 WINDOW W st.cabin (1'3.5" X 1' 3.5") 1.29 1.29
A WOOD ITEMSa Sal wood ft inch
fram 2 1.75 5.002 1.50 5.00
cross support patty 4 1.00 1.000 0.00 1.00
b Ghana teak woodHZ styles 2 1.00 3.00VER rail 2 1.00 3.00
Glass beading patti 2 0.75 0.752 0.75 0.75
B GLASS4 mm thick plain glass 1 0.75 0.75
4 mm thick Frosted glass 1 0.00 0.75
C HARDWAREholdfasts
hinges 4" sona4" cp brass stopper
4" handles.s Window hook
screws(35x8 nattlefold)screws(20x6 nattlefold)
nails etc
D LABOURMaking of frame with shutter complete 1 1.29 1.29
Erection of frame 1 1.29 1.29
E COLOR WORKTar paint on fram backside 1 7.17
Oil paint frame WITH SHUTTER 2 1.29 1.29
TOTAL
5% ohd/.supervision+ water + el.power 5.00
15% profit on other material + labour 15.00
total costtotal cost per sq.ft
1 DOOR GD3 (7'6" X 2' 8") 271.86 sq.ft2 DOOR GD2 (7'6" X 3' 2") 251.26 sq.ft3 DOOR GD1 (7'6" X 3' 10") 294.41 sq.ft4 DOOR GD4 (7'6" X 5' 8") 237.93 sq.ft5 DOOR FD3 (7'6" X 7' 8") 241.62 sq.ft6 DOOR GD5 (7'6" X 4' 2") 260.89 sq.ft7 WINDOW FW3 (1'8" X 4' 0") 348.79 sq.ft8 WINDOW GW1 (1'8" X 7' 0") 305.13 sq.ft9 WINDOW GW4(2'2" X 5' 0") 287.48 sq.ft
10 WINDOW FW1 (3'4" X 5' 0") 279.25 sq.ft11 WINDOW GW5(4'8" X 5' 0") 257.50 sq.ft12 WINDOW GW6(5'5" X 3' 6") 280.50 sq.ft13 WINDOW FW4(5'4" X 4' 0") 269.76 sq.ft14 WINDOW W Landing (1'3.5" X 6' 4.75"") 367.86 sq.ft15 WINDOW W st.cabin (1'3.5" X 1' 3.5") 630.81 sq.ft
AP Pro. & fixing archtrieve of size 1.5"x0.25" to door/window frame with two coats of paint
cost of wood 1.00 1.75 0.50cost of making & fixing 1.00cost of painting 1.00
5% ohd & sup 5.00profit 15.00
FW3 Bright bar in win. Fram - 1'8"x4'0" window size. kg/mt10.00 1.66 1.28
cost of making & fixing 10.00 1.66 1.28cost of painting 2 1.67 4
5% ohd & sup 5.00profit 15.00totalsize of window 1.67 4.00cost per sft
12.8mm bright bars
FW1 Bright bar in win. Fram - 3'4"x5'0" window size. kg/mt14.00 3.33 1.28
cost of making & fixing 14.00 3.33 1.28cost of painting 2 3.33 5
5% ohd & sup 5.00profit 15.00totalsize of window 3.33 5.00cost per sft
FW4 Bright bar in win. Fram - 5'4"x4'0" window size. kg/mt10.00 5.33 1.28
cost of making & fixing 10.00 5.33 1.28cost of painting 2 5.33 4.00
5% ohd & sup 5.00profit 15.00totalsize of window 5.33 4.00cost per sft
GW1 Bright bar in win. Fram - 1'8"x7'0" window size. kg/mt20.00 1.67 1.28
cost of making & fixing 20.00 1.67 1.28cost of painting 2 1.67 7.00
5% ohd & sup 5.00profit 15.00totalsize of window 1.67 7.00cost per sft
GW4 Bright bar in win. Fram - 2'2"x5'0" window size. kg/mt14.00 2.17 1.28
cost of making & fixing 14.00 2.17 1.28cost of painting 2 2.17 5.00
5% ohd & sup 5.00
12.8mm bright bars
12.8mm bright bars
12.8mm bright bars
12.8mm bright bars
profit 15.00totalsize of window 2.17 5.00cost per sft
GW5 Bright bar in win. Fram - 4'8"x5'0" window size. kg/mt14.00 4.67 1.28
cost of making & fixing 14.00 4.67 1.28cost of painting 2 4.67 5.00
5% ohd & sup 5.00profit 15.00totalsize of window 4.67 5.00cost per sft
GW6 Bright bar in win. Fram - 5'5"x3'6" window size. kg/mt8.00 5.42 1.28
cost of making & fixing 8.00 5.42 1.28cost of painting 2 5.42 3.50
5% ohd & sup 5.00profit 15.00totalsize of window 5.42 3.50cost per sft
12.8mm bright bars
12.8mm bright bars
CFT INC.TAXCFT INC.TAXSFT INC.TAXSFT INC.TAXSFT INC.TAXSFT INC.TAXSFT INC.TAXSFT INC.TAXRFT INC.TAXNO INC.TAXNO INC.TAXNO INC.TAXNO INC.TAXNO INC.TAXNO INC.TAXNO INC.TAXNO INC.TAXNO INC.TAXNO INC.TAXNO INC.TAXNO INC.TAXNO INC.TAXNO INC.TAXNO INC.TAXNO INC.TAXSFT INC.TAXNO INC.TAXNO INC.TAXNO INC.TAXKG INC.TAXKG INC.TAXNO INC.TAXSFT INC.TAX
sftsftrftsftrftrftsft/rft
D Q UNIT RATE AMOUNT
20.00 sft 271.86 sq.ft
inch3.00 1.6153.00 0.3130.50 0.0070.50 0.010
1.94 CFT 651.00 1265.83 D3
1.00 0.1561.00 0.057
0.214 CFT 1200.00 256.25 D4
18.13 SFT 40.00 725.00 D6
17.94 SFT 10.00 179.44 d8
17.94 SFT 20.00 358.88 d9
6.00 NO 5.00 30.00 D293.00 NO 26.00 78.00 d241.00 NO 350.00 350.00 d140.00 NO 25.00 0.00 d160.00 NO 26.00 0.00 d190.00 NO 50.00 0.00 d270.00 NO 80.00 0.00 d26
24.00 NO 0.50 12.00 D304.00 NO 0.35 1.40 D311.00 KG 50.00 50.00 D322.00 KG 130.00 260.00 D33
20.00 sft 30.00 600.00 d3620.00 sft 5.00 100.00 d39
18.49 rft 3.00 55.47 d4017.67 rft 5.25 92.77 d4119.33 rft 6.00 116.00 d42
4531.03
226.55
679.66
5437.24
271.86 sq.ft
23.75 sft 251.26 sq.ft
inch
3.00 1.6153.00 0.3910.50 0.0070.50 0.011
2.02 CFT 651.00 1317.26 D3
1.00 0.1561.00 0.063
0.219 CFT 1200.00 262.50 D4
19.94 SFT 40.00 797.50 D6
21.93 SFT 10.00 219.31 d8
21.93 SFT 20.00 438.63 d9
6.00 NO 5.00 30.00 D293.00 NO 26.00 78.00 d241.00 NO 350.00 350.00 d130.00 NO 25.00 0.00 d160.00 NO 26.00 0.00 d191.00 NO 50.00 50.00 d270.00 NO 80.00 0.00 d26
24.00 NO 0.50 12.00 D306.00 NO 0.35 2.10 D311.00 KG 50.00 50.00 D322.00 KG 130.00 260.00 D33
23.75 sft 30.00 712.50 d3623.75 sft 5.00 118.75 d39
18.98 rft 3.00 56.94 d4018.16 rft 5.25 95.34 d4120.33 rft 6.00 122.00 d42
4972.83
248.64
745.92
5967.39
251.26 sq.ft
28.75 sft 294.41 sq.ft
inch3.00 1.938
3.00 0.5310.50 0.0070.50 0.013
2.49 CFT 651.00 1620.33 D3
1.00 0.1561.00 0.078
0.234 CFT 1200.00 281.25 D4
25.38 SFT 40.00 1015.00 D6
0.00 SFT 10.00 0.00 d8
64.00 SFT 20.00 1280.00 d9
6.00 NO 5.00 30.00 D293.00 NO 26.00 78.00 d241.00 NO 650.00 650.00 d130.00 NO 25.00 0.00 d162.00 NO 175.00 350.00 d201.00 NO 50.00 50.00 d271.00 NO 80.00 80.00 d26
24.00 NO 0.50 12.00 D306.00 NO 0.35 2.10 D311.00 KG 50.00 50.00 D322.00 KG 130.00 260.00 D33
28.75 sft 30.00 862.50 d3628.75 sft 5.00 143.75 d39
19.90 rft 3.00 59.70 d4018.83 rft 5.25 98.86 d4121.67 rft 6.00 130.00 d42
7053.49
352.67
1058.02
8464.19
294.41 sq.ft
42.50 sft 237.93 sq.ft
inch3.00 1.6153.00 0.625
0.50 0.0070.50 0.021
2.27 CFT 651.00 1476.05 D3
1.50 1.2501.50 1.0310.75 0.0940.75 0.070
2.445 CFT 1200.00 2934.38 D4
0.00 SFT 40.00 0.00 D6
27.00 sft 48.00 1296.00 D28
0.00 SFT 10.00 0.00 d8
0.00 SFT 20.00 0.00 d9
6.00 NO 5.00 30.00 D296.00 NO 26.00 156.00 d241.00 NO 130.00 130.00 d133.00 NO 35.00 105.00 D174.00 NO 26.00 104.00 d192.00 NO 50.00 100.00 d270.00 NO 80.00 0.00 d26
48.00 NO 0.50 24.00 D3064.00 NO 0.35 22.40 D311.00 KG 50.00 50.00 D320.00 KG 130.00 0.00 D33
42.50 sft 30.00 1275.00 d3842.50 sft 5.00 212.50 D41
21.74 rft 3.00 65.22 D4285.00 SFT 5.25 446.25 D43
0.00 rft 6.00 0.00 D448426.80
421.34
1264.02
10112.16
237.93 sq.ft
57.50 sft 241.62 sq.ft
inch
3.00 1.6153.00 0.8590.50 0.0070.50 0.054
2.53 CFT 651.00 1650.10 D3
1.50 2.5001.50 1.5000.75 0.1880.75 0.078
4.266 CFT 1200.00 5118.75 D4
0.00 SFT 40.00 0.00 D6
22.50 sft 48.00 1080.00 D28
0.00 SFT 10.00 0.00 d8
0.00 SFT 20.00 0.00 d9
6.00 NO 5.00 30.00 D2912.00 NO 26.00 312.00 d241.00 NO 130.00 130.00 d137.00 NO 35.00 245.00 D174.00 NO 26.00 104.00 d192.00 NO 50.00 100.00 d270.00 NO 80.00 0.00 d26
96.00 NO 0.50 48.00 D3064.00 NO 0.35 22.40 D311.00 KG 50.00 50.00 D320.00 KG 130.00 0.00 D33
57.50 sft 30.00 1725.00 d3857.50 sft 5.00 287.50 D41
23.73 rft 3.00 71.19 D42115.00 SFT 5.25 603.75 D43
0.00 rft 6.00 0.00 D4411577.69
578.88
1736.65
13893.23
241.62 sq.ft
31.25 sft 260.89 sq.ft
inch3.00 1.6153.00 0.4690.50 0.0070.50 0.016
2.11 CFT 651.00 1370.94 D3
1.50 1.2501.50 0.7500.75 0.0940.75 0.039
2.133 CFT 1200.00 2559.38 D4
0.00 SFT 40.00 0.00 D6
15.00 sft 48.00 720.00 D28
0.00 SFT 10.00 0.00 d8
0.00 SFT 20.00 0.00 d9
6.00 NO 5.00 30.00 D296.00 NO 26.00 156.00 d241.00 NO 130.00 130.00 d133.00 NO 35.00 105.00 D172.00 NO 26.00 52.00 d192.00 NO 50.00 100.00 d270.00 NO 80.00 0.00 d26
48.00 NO 0.50 24.00 D3040.00 NO 0.35 14.00 D311.00 KG 50.00 50.00 D320.00 KG 130.00 0.00 D33
31.25 sft 30.00 937.50 d3831.25 sft 5.00 156.25 D41
20.24 rft 3.00 60.72 D4262.50 SFT 5.25 328.13 D43
0.00 rft 6.00 0.00 D446793.91
339.70
1019.09
8152.70
260.89 sq.ft
6.67 sft 348.79 sq.ft
inch3.00 0.4173.00 0.8330.50 0.0140.50 0.000
1.26 CFT 651.00 822.79 D3
1.50 0.1411.50 0.2340.75 0.0230.75 0.016
0.414 CFT 1200.00 496.88 D4
2.50 sft 24.00 60.00 D50.75 sft 50.00 37.50 D35
2.00 NO 5.00 10.00 D292.00 NO 17.00 34.00 d232.00 NO 25.00 50.00 d161.00 NO 18.00 18.00 d181.00 NO 14.00 14.00 d21
16.00 NO 0.50 8.00 D3014.00 NO 0.35 4.90 D310.10 KG 50.00 5.00 D32
6.67 sft 35.00 233.33 d396.67 sft 5.00 33.33 D41
13.33 rft 3.00 40.00 D4213.33 SFT 5.25 70.00 D43
1937.73
96.89
290.66
2325.28
348.79 sq.ft
11.67 sft 305.13 sq.ft
inch3.00 0.417
3.00 1.4580.50 0.0140.50 0.000
1.89 CFT 651.00 1229.67 D3
1.50 0.1411.50 0.4220.75 0.0430.75 0.016
0.621 CFT 1200.00 745.31 D4
5.50 sft 24.00 132.00 D50.75 sft 50.00 37.50 D35
4.00 NO 5.00 20.00 D293.00 NO 17.00 51.00 d232.00 NO 25.00 50.00 d161.00 NO 18.00 18.00 d181.00 NO 14.00 14.00 d21
24.00 NO 0.50 12.00 D3014.00 NO 0.35 4.90 D310.10 KG 50.00 5.00 D32
11.67 sft 35.00 408.33 d3911.67 sft 5.00 58.33 D41
19.33 rft 3.00 58.00 D4223.33 SFT 5.25 122.50 D43
2966.55
148.33
444.98
3559.86
305.13 sq.ft
10.83 sft 287.48 sq.ft
inch3.00 0.5213.00 1.0420.50 0.0140.50 0.000
1.58 CFT 651.00 1026.23 D3
1.50 0.188
1.50 0.2970.75 0.0310.75 0.023
0.539 CFT 1200.00 646.88 D4
5.25 sft 24.00 126.00 D51.13 sft 50.00 56.25 D35
2.00 NO 5.00 10.00 D292.00 NO 17.00 34.00 d232.00 NO 25.00 50.00 d161.00 NO 18.00 18.00 d181.00 NO 14.00 14.00 d21
16.00 NO 0.50 8.00 D3014.00 NO 0.35 4.90 D310.10 KG 50.00 5.00 D32
10.83 sft 35.00 379.17 d3910.83 sft 5.00 54.17 D41
16.33 rft 3.00 49.00 D4221.67 SFT 5.25 113.75 D43
2595.34
129.77
389.30
3114.41
287.48 sq.ft
16.67 sft 279.25 sq.ft
inch3.00 0.7813.00 1.0420.50 0.0140.50 0.000
1.84 CFT 651.00 1195.76 D3
1.50 0.3281.50 0.5940.75 0.0630.75 0.029
1.014 CFT 1200.00 1216.41 D4
8.75 sft 24.00 210.00 D51.88 sft 50.00 93.75 D35
4.00 NO 5.00 20.00 D294.00 NO 17.00 68.00 d233.00 NO 25.00 75.00 d162.00 NO 18.00 36.00 d182.00 NO 14.00 28.00 d21
32.00 NO 0.50 16.00 D3034.00 NO 0.35 11.90 D310.20 KG 50.00 10.00 D32
16.67 sft 35.00 583.33 d3916.67 sft 5.00 83.33 D41
18.67 rft 3.00 56.00 D4233.33 SFT 5.25 175.00 D43
3878.48
193.92
581.77
4654.18
279.25 sq.ft
23.33 sft 257.50 sq.ft
inch3.00 1.0423.00 1.5630.50 0.0140.50 0.000
2.62 CFT 651.00 1704.35 D3
1.50 0.4221.50 0.5940.75 0.0630.75 0.041
1.119 CFT 1200.00 1342.97 D4
12.25 sft 24.00 294.00 D52.63 sft 50.00 131.25 D35
4.00 NO 5.00 20.00 D29
4.00 NO 17.00 68.00 d234.00 NO 25.00 100.00 d162.00 NO 18.00 36.00 d182.00 NO 14.00 28.00 d21
32.00 NO 0.50 16.00 D3040.00 NO 0.35 14.00 D310.20 KG 50.00 10.00 D32
23.33 sft 35.00 816.67 d3923.33 sft 5.00 116.67 D41
21.33 rft 3.00 64.00 D4246.67 SFT 5.25 245.00 D43
5006.91
250.35
751.04
6008.29
257.50 sq.ft
18.96 sft 280.50 sq.ft
inch3.00 1.2503.00 1.4580.50 0.0140.50 0.000
2.72 CFT 651.00 1772.17 D3
1.50 0.3281.50 0.4060.75 0.0140.75 0.0250.75 0.0390.75 0.029
0.842 CFT 1200.00 1010.16 D4
5.00 sft 24.00 120.00 D55.69 sft 24.00 136.50 D51.88 sft 50.00 93.75 D35
2.00 NO 5.00 10.00 D294.00 NO 17.00 68.00 d234.00 NO 25.00 100.00 d162.00 NO 18.00 36.00 d18
2.00 NO 14.00 28.00 d2132.00 NO 0.50 16.00 D3040.00 NO 0.35 14.00 D310.20 KG 50.00 10.00 D32
18.96 sft 35.00 663.54 d3918.96 sft 5.00 94.79 D41
19.83 rft 3.00 59.50 D4237.92 SFT 5.25 199.06 D43
4431.47
221.57
664.72
5317.76
280.50 sq.ft
21.33 sft 269.76 sq.ft
inch3.00 1.1983.00 1.6670.50 0.0140.50 0.000
2.88 CFT 651.00 1873.89 D3
1.50 0.3281.50 0.4690.75 0.0140.75 0.0290.75 0.0470.75 0.029
0.916 CFT 1200.00 1099.22 D4
6.25 sft 24.00 150.00 D56.56 sft 24.00 157.50 D51.88 sft 50.00 93.75 D35
2.00 NO 5.00 10.00 D294.00 NO 17.00 68.00 d234.00 NO 25.00 100.00 d162.00 NO 18.00 36.00 d182.00 NO 14.00 28.00 d21
32.00 NO 0.50 16.00 D3040.00 NO 0.35 14.00 D310.20 KG 50.00 10.00 D32
21.33 sft 35.00 746.67 d3921.33 sft 5.00 106.67 D41
20.67 rft 3.00 62.00 D4242.67 SFT 5.25 224.00 D43
4795.69
239.78
719.35
5754.83
269.76 sq.ft
8.26 sft 367.86 sq.ft
inch3.00 0.3653.00 1.3540.50 0.0140.50 0.000
1.73 CFT 651.00 1127.95 D3
1.50 0.0941.50 0.3910.75 0.0430.75 0.008
0.535 CFT 1200.00 642.19 D4
3.75 sft 24.00 90.00 D50.56 sft 50.00 28.13 D35
4.00 NO 5.00 20.00 D293.00 NO 17.00 51.00 d232.00 NO 25.00 50.00 d161.00 NO 18.00 18.00 d181.00 NO 14.00 14.00 d21
24.00 NO 0.50 12.00 D3014.00 NO 0.35 4.90 D310.10 KG 50.00 5.00 D32
8.26 sft 35.00 289.14 d398.26 sft 5.00 41.31 D41
17.38 rft 3.00 52.13 D4216.52 SFT 5.25 86.74 D43
2532.48
126.62
379.87
3038.98
367.86 sq.ft
1.67 sft 630.81 sq.ft
inch3.00 0.3653.00 0.3130.50 0.0140.50 0.000
0.69 CFT 651.00 449.82 D3
1.50 0.0631.50 0.0630.75 0.0060.75 0.006
0.137 CFT 1200.00 164.06 D4
0.56 sft 24.00 13.50 D50.00 sft 50.00 0.00 D35
2.00 NO 5.00 10.00 D292.00 NO 17.00 34.00 d232.00 NO 25.00 50.00 d161.00 NO 18.00 18.00 d181.00 NO 14.00 14.00 d21
16.00 NO 0.50 8.00 D3014.00 NO 0.35 4.90 D310.10 KG 50.00 5.00 D32
1.67 sft 35.00 58.39 d391.67 sft 5.00 8.34 D41
7.17 rft 3.00 21.50 D423.34 SFT 5.25 17.52 D43
877.04
43.85
131.56
1052.45
630.81 sq.ft
Pro. & fixing archtrieve of size 1.5"x0.25" to door/window frame with two coats of paint 21.05 rft
1200.00 7.2925.00 5.005.25 5.25
17.540.882.63
21.05 rft
KG rate 84.88 sft6.476 50.00 323.826.476 12.00 77.72
13.33 5.25 70.00471.54
23.5870.73
565.846.67 sft
84.88 sft
KG rate 93.87 sft18.207 50.00 910.3418.207 12.00 218.48
33.33 5.25 175.001303.82
65.19195.57
1564.5816.67 sft
93.87 sft
KG rate 85.17 sft20.808 50.00 1040.3820.808 12.00 249.69
42.67 5.25 224.001514.08
75.70227.11
1816.8921.33 sft
85.17 sft
KG rate 95.53 sft13.005 50.00 650.2413.005 12.00 156.06
23.33 5.25 122.50928.80
46.44139.32
1114.5611.67 sft
95.53 sft
KG rate 93.87 sft11.834 50.00 591.7211.834 12.00 142.01
21.67 5.25 113.75847.48
42.37
127.121016.98
10.83 sft93.8748 sft
KG rate 93.87 sft25.489 50.00 1274.4725.489 12.00 305.87
46.67 5.25 245.001825.34
91.27273.80
2190.4123.33 sft
93.8748 sft
KG rate 78.95 sft16.906 50.00 845.3116.906 12.00 202.87
37.92 5.25 199.061247.25
62.36187.09
1496.7018.96 sft
78.9468 sft
