Civil Estimate of One Storey 60x30 RC School
Civil Estimate of One Storey 60x30 RC School
Civil Estimate of One Storey 60x30 RC School
10 4½" thk; (1:3:6) Concrete Flooring with Water Proof Plastic Sheet
Main Building 3 19.25 23.25 0.38 510.22 CFT
Verandah 3 19.25 5.25 0.38 115.21 CFT 625.43
14 Formwork
Footing (3.5'x3.5'x9") 25 1 14.00 0.75 262.50 SFT
Main Column (9"x9") 18 1 3.00 18.25 985.50 SFT
Verandah Column (9"x9") 7 1 3.00 15.75 330.75 SFT
Plinth Beam (9"x12") Sides 1 2 156.00 1.00 312.00 SFT
PB (9"x12") Line C & E Sides 2 2 22.50 1.00 90.00 SFT
Plinth Beam (9"x9") Sides 1 2 66.00 0.75 99.00 SFT
PB (9"x9") L C & E Sides 2 2 5.25 0.75 15.75 SFT
Roof Beam (9"x12") Sides & bot; 1 3 156.00 1.00 468.00 SFT
RB (9"x12") L C & E (sides & bot;) 2 3 22.25 1.00 133.50 SFT
Roof Beam (9"x9") sides & bot 1 3 66.00 0.75 148.50 SFT
RB (9"x9") L C & E (Sides & bot;) 2 3 5.25 0.75 23.63 SFT
Lintels for Door (Line 3)
Sides 3 2 9.25 0.25 13.88 SFT
Lintels for Window (Line 1 & 3)
Sides 9 2 9.25 0.25 41.63 SFT
Bottom 9 1 6.00 0.42 22.68 SFT
Sills for Window (line 1 & 3)
Sides 9 2 9.25 0.25 41.63 SFT
Lintel for Window (Line A & G)
Sides 4 2 11.25 0.25 22.50 SFT
Bottom 4 1 6.00 0.25 6.00 SFT
Sills for Window (line A & G)
Sides 4 2 11.25 0.25 22.50 SFT
Lintel & Sill (line C & E)
Sides 4 2 11.25 0.25 22.50 SFT
Handrail (line 4)
Sides 4 2 9.25 0.25 18.50 SFT
Handrail (line A & G)
Sides 2 2 5.25 0.25 5.25 SFT 2823.31
22 UPVC Window
Window 13 6.00 5.50 429.00 SFT 429.00
26 Gutter Work
5"x5" PVC Gutter 1 187.00 187.00 RFT 187.00
28 Scaffolding Work
External 1 208.00 16.00 3328.00 SFT 3328.00
Ite Particular Quantity Unit Rate (Ks) Per Amount (Ks) Remark
m
Abstract of Cost
5 863.50 CFT Brick Work 1st Class in 1:4 Cement Mortor 2,468.63 CFT 2,131,652
6 1,875.12 SFT 4.5" Thk: Brick Wall in 1:3 Cement Mortor 1,177.85 SFT 2,208,611
7 5,482.58 SFT 1/2" Thk: Plastering with 1:3 Cement Mortor 283.84 SFT 1,556,171
9 1,645.88 CFT Sand Filling With Watering & Ramming 1,112.50 CFT 1,831,036
11 1,763.40 SFT 1½" thk; (1:2:4) Concrete Floor Topping 407.94 SFT 719,357
16 2,423.32 SFT 4 angle Colour Sheet Roofing (0.4mm thk:) 274.70 SFT 665,685
17 123.60 RFT Colour Sheet Ridge Covering (0.4mm thk:) 1,030.45 RFT 127,364
18 199.92 RFT 8"x1" Eave & Verge Board (PKD) 1,744.00 RFT 348,660
19 2,166.54 SFT Cement Board Ceiling With C-Channel Frame 1,397.54 SFT 3,027,824
21 84.00 SFT 1½" thk; Teak Panelled Door 4,515.51 SFT 379,303
23 15.00 SFT Providing 3mm thk; Glass Fanlight 6,233.62 SFT 93,504
27 67.00 RFT 3"Ø 13.5mm thk; PVC Drain Pipe 1,237.16 RFT 82,890
0 0.00 0 0 0.00
0 0.00 0 0 0.00
0 0.00 0 0 0.00
0 0.00 0 0 0.00
0 0.00 0 0 0.00
0 0.00 0 0 0.00
Name of Project -
Name of Work - 60'x30' 1 Storey R.C.C School (3 Units, 1 Storey)
Bill of Quantity
Materials
1 Cement 466.96 Bag 5,700 Bag 2,661,645.48
2 Sand 37.57 Sud 85,000 Sud 3,193,340.49
3 River Shingle 18.16 Sud 90,000 Sud 1,634,789.59
4 Brick 21970.38 No 100 No 2,197,038.12
5 Broken Brick 4.39 Sud 25,000 Sud 109,863.28
6 Concrete Screen Block 130.00 No 450 No 58,500.00
7 X-met 2238.38 RFT 70 RFT 156,686.53
8 Teak 0.24 Ton 2,200,000 Ton 518,907.48
9 Pyinkado 2.04 Ton 1,200,000 Ton 2,450,346.32
10 Jungle Wood 2.82 Ton 650,000 Ton 1,835,148.25
11 5 Plywood 32.35 Sheet 17,600 Sheet 569,366.51
12 Nail 33.33 Viss 2,340 Viss 77,987.04
13 Roofing Screw 1273.46 No 60 No 76,407.52
14 (5"x2") U MS 213.35 RFT 900 RFT 192,014.55
15 (4"x2") U MS 524.76 RFT 870 RFT 456,539.90
16 (3"x2") Lip Channel GI 1325.84 RFT 460 RFT 609,884.10
17 (2"x2") L MS 238.25 RFT 350 RFT 83,385.75
18 16mm ø MS Rod 3.85 Ton 580,000 Ton 2,232,034.49
19 12mm ø MS Rod 0.24 Ton 610,000 Ton 144,848.56
20 8mm ø MS Rod 0.75 Ton 610,000 Ton 456,307.76
21 6mm ø MS Rod 0.03 Ton 610,000 Ton 19,024.53
22 Binding Wire 27.03 Viss 1,620 Viss 43,785.23
23 4 angle Colour Roofing Sheet (0.4mm thk:) 218.10 RFT 1,080 RFT 235,546.44
24 .4mm thk; Colour Plain Ridge Colour 138.43 RFT 700 RFT 96,902.40
25 UPVC Window 429.00 SFT 3,500 SFT 1,501,500.00
26 3mm thk; Glass 22.50 SFT 1,000 SFT 22,500.00
27 Plastic Paint 76.35 Gal 5,500 Gal 419,922.48
28 Readymixed Paint 2.66 Gal 16,000 Gal 42,553.18
29 Putty 57.79 Gal 5,500 Gal 317,864.47
30 Roller 21.25 No 700 No 14,873.29
31 Sand Paper 453.28 No 200 No 90,656.23
32 Putty Trowel 21.25 No 800 No 16,998.04
33 2'x2' Cement Board 596.64 No 750 No 447,483.60
34 6" Tower Bolt 6.00 No 800 No 4,800.00
35 6" Sliding Bolt 3.00 No 800 No 2,400.00
36 5" Hinge 24.00 No 900 No 21,600.00
37 6" Handle 12.00 No 800 No 9,600.00
38 1.5" Wood Screw 182.33 Doz 250 Doz 45,583.71
39 Door Chockwet Bracket 18.00 No 1,200 No 21,600.00
40 5"x5" PVC Gutter 196.35 RFT 1,300 RFT 255,255.00
41 MS Gutter Bracket 93.50 No 1,020 No 95,370.00
42 ø 3" PVC Pipe (13.5) 67.00 RFT 650 RFT 43,550.00
43 Offsets & Bends 16.00 No 700 No 11,200.00
44 Drain Pipe Bracket 33.50 No 150 No 5,025.00
45 Bamboo 161.78 No 800 No 129,422.22
46 Coinyarn 11.77 Viss 2,500 Viss 29,423.87
47 2000 Gal Water Storage Tank (GI) 2.00 No 95,000 No 190,000.00
Civil Work
M & E Work
Say 33,730,000.00