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7/30/2019 Thapa danda School Final(Sept).xlsx
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ocat on : a ra as, at man u
No. of Storey : 3
S.N. Items Unit Nos Length Total Length Breadth Height Quantity Unit Rate Total Amou
1
Site Clearance and necessary arrangement for
Works L.S. 1.000 1000.00 10
2 Wire Mesh jacketing
2.1
Scrappingof strong mortared plaster that can not be
easily remove by hand tools without additional
hammering, raking joint upto 10mm surface
dressing etc.
Back 1 15.345 7.622 116.955
Sides 2 9.070 7.622 138.264
Front Face 2 4.216 7.622 64.275
2 4.930 7.622 75.151
1 6.912 7.622 52.680
447.325
Deduction for Openings
D1 12 1.220 2.134 -31.231
W8 22 1.829 1.220 -49.078
W9 3 1.220 1.220 -4.462
-84.771
Sq.m Total 362.554 175.09 634
2.2
Drillingfor anchor in masonary wall upto depth of
150mm, hole of diameter 16mm@ 450c/c
staggered and filling the holes by cement slurry
with 4.75mm dia anchor wires 1 133.333 13.000 1733.333
Deduction for openings -333.333 Nos 1400.000 49.32 690
Type of Building : Load Bearing Wall, RCC Roof
Ministry of Education
Department of Education
Sanothimi, Bhaktapur
Seismic Vulnerability Assessment and Retrofit Design of School Building in KathmanduDistrict
Name of the Schoo l: Thapadanda Lower Secondary School
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2.3 4.75mm∅ @150 mm c/c both way Torsteel Mesh
Back 1 15.345 7.622 116.955
Sides 2 9.070 7.622 138.264
Front Face 2 4.216 7.622 64.275
2 4.930 7.622 75.151
1 6.912 7.622 52.680
447.325
Deduction for Openings
D1 12 1.220 2.134 -31.231
W8 22 1.829 1.220 -49.078
W9 3 1.220 1.220 -4.462
-84.771
Sq.m 362.554 274.27
2.4
50mm th. micro concreting in 1:1.5:3 (25mm th
outer coat over 25mm th first coat)
Back 1 15.345 0.050 7.622 116.955
Sides 2 9.070 0.050 7.622 138.264
Front Face 2 4.216 0.050 7.622 64.2752 4.930 0.050 7.622 75.151
1 6.912 0.050 7.622 52.680
447.325
Deduction for Openings
D1 12 1.220 2.134 -31.231
W8 22 1.829 1.220 -49.078
W9 3 1.220 1.220 -4.462
-84.771
Sq.m Total 362.554 752.39 2
2.5 12.5 mm thk. Leveling plaster coat in 1:3 C/S
Back 1 15.345 7.622 116.955
Sides 2 9.070 7.622 138.264
Front Face 2 4.216 7.622 64.275
2 4.930 7.622 75.1511 6.912 7.622 52.680
447.325
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Deduction for Openings
D1 12 1.220 2.134 -31.231
W8 22 1.829 1.220 -49.078
W9 3 1.220 1.220 -4.462
-84.771
Sq.m Total 362.554 268.26
2.6
Two coat of weather coat paints over one coat of
primer
Back 1 15.345 7.622 116.955
Sides 2 9.070 7.622 138.264
Front Face 2 4.216 7.622 64.275
2 4.930 7.622 75.151
1 6.912 7.622 52.680
447.325
Deduction for Openings
D1 12 1.220 2.134 -31.231
W8 22 1.829 1.220 -49.078
W9 3 1.220 1.220 -4.462
-84.771
Sq.m Total 362.554 194.12
3
Construction of vertical/Horizontal Bands Ground
Floor
3.1
Scrappingof strong mortared plaster that con not be
easily remove by hand tools without additional
hammering, raking joint upto 10mm surface
dressing etc.
Ground Floor
Grid A-A(Inner Side) 2 3.506 7.012
Grid B-B(Front Side) 2 3.506 7.012
Grid B-B(Back Side) 2 5.335 10.671
1 3.253 3.253
Grid C-C( Inner Side) 2 5.335 10.671
1 3.253 3.253
Grid 1-1(Inner Side) 1 4.573 4.573
1 3.430 3.430
Grid 2-2(Inner Side) 1 4.573 4.573
Grid 3-3(Both Side) 2 3.430 6.860
Grid 4-4(Both Side) 2 3.430 6.860
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Grid 5-5(Inner Side) 1 4.573 4.573
Grid 6-6(Inner Side) 1 4.573 4.573
1 3.430 3.430
80.744 2.363 190.782
Deduction for Voids & Openings
D1 5 1.220 2.134 -13.013
W8 9 1.829 1.220 -20.077
W9 1 1.220 1.220 -1.487
Voids Grid C-C Inner Face 4 0.863 1.220 -4.209
Grid B-B(Back Side) 2 2.668 1.220 -6.507
Grid B-B(Front Side) 2 1.829 1.220 -4.462
Grid A-A(Inner Side) 2 1.829 1.220 -4.462
Grid 1-1(Inner Side) 2 0.610 1.220 -1.487
Grid 6-6(Inner Side) 2 0.610 1.220 -1.487
Grid 3-3(Both Side) 2 2.692 1.500 -8.076
Grid 4-4(Both Side) 2 2.692 1.500 -8.076
Grid 2-2(Inner Side) 2 1.829 1.220 -4.462
Grid 5-5(Inner Side) 2 1.829 1.220 -4.462
-82.266
Total 108.516
First Floor
Grid A-A(Inner Side) 2 3.759 7.518
Grid B-B(Front Side) 2 3.759 7.518
Grid B-B(Back Side) 2 5.588 11.177
1 3.253 3.253
Grid C-C( Inner Side) 2 5.588 11.177
1 3.253 3.253
Grid 1-1(Inner Side) 1 4.750 4.750
1 3.683 3.683
Grid 2-2(Inner Side) 1 4.750 4.750
Grid 3-3(Both Side) 2 3.683 7.366
Grid 4-4(Both Side) 2 3.683 7.366
Grid 5-5(Inner Side) 1 4.750 4.750
Grid 6-6(Inner Side) 1 4.750 4.750
1 3.683 3.683
84.994 2.363 200.824
Deduction for Voids & Openings
D1 5 1.220 2.134 -13.013
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W8 9 1.829 1.220 -20.077
W9 1 1.220 1.220 -1.487
Voids Grid C-C Inner Face 4 0.991 1.220 -4.833
Grid B-B(Back Side) 2 2.668 1.220 -6.507
Grid B-B(Front Side) 2 1.829 1.220 -4.462
Grid A-A(Inner Side) 2 1.829 1.220 -4.462
Grid 1-1(Inner Side) 2 0.610 1.220 -1.487
Grid 6-6(Inner Side) 2 0.610 1.220 -1.487
Grid 3-3(Both Side) 2 2.692 1.500 -8.076
Grid 4-4(Both Side) 2 2.692 1.500 -8.076
Grid 2-2(Inner Side) 2 1.829 1.220 -4.462
Grid 5-5(Inner Side) 2 1.829 1.220 -4.462
-82.891
Total 117.933
Second Floor
Grid B-B( Inner Side) 1 14.887 14.887
Grid C-C( Inner Side) 1 14.887 14.887
Grid 1-1(Inner Side) 1 3.683 3.683
Grid 6-6(Inner Side) 1 3.683 3.683
37.140 2.744 101.909
Deduction for Voids & Openings
D1 2 1.220 2.134 -5.205
W8 3 1.829 1.220 -6.692
W9 1 1.220 1.220 -1.487
Voids Grid C-C Inner Face 4 0.991 1.220 -4.833
Grid B-B(Back Side) 2 2.668 1.220 -6.507
-24.725
Total 77.184
Grand Total (G.F.+F.F.+S.F.) Sq.m 303.633 175.09
3.2
Drilling for anchorage in masonary wall upto
depth of 150 mm hole of diameter 16mm @450
mmc/c staggered and filling the holes by cement
slurry with 4.75mm dia anchor wires
5 nos holes/m2 Sq. m 1518 49.32
3.3 Drilling works in Slab for Vertical Bands Cub.m 84 0.300 0.150 0.120 0.454 4743.75
3.4
50mm th. micro concreting in 1:1.5:3 (25mm th
outer coat over 25mm th first coat)
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Sq.m 303.633 303.633 752.39 2
3.5 8mm dia Bars for Bands
5 nos bars/band Ground Floor Vertical Bands 62 2.363 146.494 5.000 0.395 289.371
5 nos bars/band First Floor Vertical Bands 62 2.515 155.945 5.000 0.395 308.040
5 nos bars/band Second Floor Vertical Bands 22 2.744 60.366 5.000 0.395 119.241
5 nos bars/band Ground Floor Horizontal Bands 4 80.744 322.976 5.000 0.395 637.977
5 nos bars/bandFirst Floor Horizontal Bands 4 84.994 339.976 5.000 0.395 671.557
5 nos bars/band Second Floor Horizontal Bands 4 37.140 148.561 5.000 0.395 293.454
1174.317 1602.987
10% for bending, binding, laps,wastage, etc 160.299
Kg 1763.286 111.06 1
3.6 4.75mm dia Stirrups @ 150 c/c
7850 0.600 0.139 655.984
655.984
10% for bending, binding, laps,wastage, etc 65.598
721.582 111.06
3.7 12.5 mm thk. Leveling plaster coat in 1:3 C/S
Sq.m 303.633 268.21
3.8 Two coat of distemper over one coat of primer
Sq.m 303.633 106.30
3.9
PCC 1:1.5:3 work concrete pocket for anchoring
Vertical Bands Cub.m 84 0.600 0.400 0.075 1.512 11245.12
4 Two coat of white wash on Ceiling Surface
Ground Floor 2 5.335 3.430 36.599
1 3.253 3.430 11.158
2 4.573 3.506 32.068
1 6.988 1.372 9.587
First Floor 2 5.588 3.683 41.163
1 3.253 3.683 11.9812 4.750 3.759 35.712
1 6.988 1.372 9.587
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187.855 22.43
5 Steel Section Beam support for front Truss
5.1 Dismantling of RCC Beam & Masonary Wall
Nos 48 0.450 0.150 0.150 0.486 4743.75
Sub Total
Contengency @ 5% Sub Total
Total
Vat 13% of Total
Grand Total including Contengency, Contractors
Overhead and VAT
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Location : Bhadrabas, Kathmandu
Type of Building : Load Bearing Wall, RCC Roof No. of Story : 3 (Three)
S.N. Items Unit Quantity Unit Rate Total Amount Remarks
1.1 Site Clearance and necessary arrangement for Works Ls 1.00 10000.00 10000.00
1.2
Earth Work in Excavation for construction of beam below
existing Ground level Outer Side Cub.m 29.94 355.35 10638.55
1.3
Demolition of existing floor and excavation of earth and
disposing upto 30 meters Inner Side Cub.m 41.06 355.35 14590.48
1.4 PCC (1:1.5:3) (M20) Work for beam Cub.m 12.12 11245.12 136288.90
1.5 Formwork for beam Sq.m 80.80 798.29 64500.91
1.6 Reinforcement bar for Beam Kg 1485.02 111.06 164926.692.1 Earth Filling in Compaction Cub.m 58.88 579.59 34125.02
2.2 Flat Brick soling works Sq.m 105.14 496.48 52200.33
2.3 PCC 1:2:4 for floor Cub.m 8.71 8547.40 74453.29
2.4 20 mm thick Screeding Works in 1:4 C/S Sq.m 91.43 310.76 28411.80
2.5 3mm thick cement Puning in 1:1 C/S Sq.m 91.43 163.69 14965.66
3.1 #REF! Cub.m #REF! #REF! #REF!
3.2 #REF! Cub.m #REF! #REF! #REF!
3.3 #REF! Sq.m #REF! #REF! #REF!
3.4 #REF! Sq.m #REF! #REF! #REF!
4 Wire Mesh jacketing
4.1
Scrappingof strong mortared plaster that can not be easily
remove by hand tools without additional hammering, raking
joint upto 10mm surface dressing etc. Sq.m 362.55 175.09 63479.56
4.2
Drillingfor anchor in masonary wall upto depth of 150mm,
hole of diameter 16mm@ 450c/c staggered and filling the
holes by cement slurry with 4.75mm dia anchor wires Nos 1400.00 49.32 69048.02
4.3 4.75mm∅@150 mm c/c both way Torsteel Mesh Kg 0.00 274.27 0.00
4.4
50mm th. micro concreting in 1:1.5:3 (25mm th outer coat
over 25mm th first coat) Sq.m 362.55 752.39 272781.94
4.5 12.5 mm thk. Leveling plaster coat in 1:3 C/S Sq.m 362.55 268.26 97258.71
4.6 Two coat of weather coat paints over one coat of primer Sq.m 362.55 194.12 70378.97
5 Construction of vertical/Horizontal Bands Ground Floor
5.1
Scrappingof strong mortared plaster that con not be easily
remove by hand tools without additional hammering, raking
joint upto 10mm surface dressing etc. nos 304 175.09 53163.12
5.2
Drilling for anchorage in masonary wall upto depth of 150
mm hole of diameter 16mm @450 mmc/c staggered and
filling the holes by cement slurry with 4.75mm dia anchor
wires Sq.m 1518 49.32 74875.92
5.3 Drilling works in Slab for Vertical Bands nos 0 4743.75 2151.77
Seismic Vulnerability Assessment and Retrofit Design of School Building in KathmanduDistrict
Ministry of Education
Department of Education
Sanothimi, Bhaktapur
Name of the School: Thapadanda Lower Secondary School
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5.4
50mm th. micro concreting in 1:1.5:3 (25mm th outer coat
over 25mm th first coat) Sq.m 303.63 752.39 228450.50
5.5 8mm dia Bars for Bands Kg 1763.29 111.06 195830.52
5.6 4.75mm dia Stirrups @ 150 c/c Sq.m 721.58 111.06 80138.92
5.7 12.5 mm thk. Leveling plaster coat in 1:3 C/S Sq.m 303.63 268.21 81437.43
5.8 Two coat of distemper over one coat of primer Sq.m 303.63 106.30 32276.20
5.9
PCC 1:1.5:3 work concrete pocket for anchoring Vertical
Bands Sq.m 1.51 11245.12 17002.62
6 Two coat of white wash on Ceiling Surface Sq.m 187.85 22.43 4213.587 Steel Section Beam support for front Truss
7 Dismantling of RCC Beam & Masonary Wall nos 0.49 4743.75 2305.46
1
ISLC150 Section Both Sides anchorage in wall and Welded in
both ends all complete Kg 1441.13 117.50 169332.86
7 ISA 50mmX50mmX4mm For Cross tie of Truss all complete Kg 148.38 117.50 17435.14
7.2
Steel I- Beam support for Slab deflection Control with 4mm
angle Plates, 10mm Bolt & Anchor rod weld with Plate and
RCC Beam all complete Kg 519.02 117.50 60984.74
7.3 Two Coat Of Enamel Paints Sq.m 2004.67 184.65 370161.40
Sub Total #REF!
Contengency @5% & 15% Overhead of Sub Total #REF!
Total #REF!Vat 13% of Total #REF!
#REF!
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Rate in NRS 750.00 1,764.00 400.00
Cement River Sand Back fillign soil
Bag Cum Cum
1.00 Earthwork
1.01 Earthwork in Excavation Cum
1.02 Gravel mixed earth excavation Cum1.03 Earthwork in backfilling with supply of soil Cum 1.05
1.04 Sand Filling Cum 1.10
1.05 Sand 40% and Gravel 60% filling Cum 0.44
2.00 Brickwork
2.01 Brick on edge soling Sqm 0.07
2.02 One layer flat brick soling Sqm 0.07
2.03 Brickwork in Foundation 1:4 Cum 2.00 0.28
2.04 Brickwork in Foundation 1:6 Cum 1.40 0.30
2.05 Chimney brickwork in superstructure 1:6 Cum 1.40 0.30
2.06 Chimney brickwork in superstructure 1:6 Cum 1.40 0.30
2.07 Chimney brickwork in superstructure 1:4 Cum 2.00 0.28
2.08 Chinese brickwork in superstructure 1:4 Cum 2.00 0.28
3.00 Lean Concrete
3.01 PCC in 1:3:6 Cum 4.40 0.47
3.02 PCC in 1:4:8 Cum 3.40 0.47
3.03 DPC in 1:2:4 Cum 6.40 0.45
4.00 Flooring and Plaster works
4.01 Course sand filling Cum 1.1004.02 25mm PCC (1:2:4) Sqm 0.260 0.018
4.03 40mm PCC (1:2:4) Sqm 0.340 0.023
4.04 75mm PCC (1:2:4) Sqm 0.520 0.034
4.05 Hard Core filling Cum
4.06 12mm thick plaster in 1:6 Sqm 0.076 0.016
4.06 20mm thick plaster in 1:6 Sqm 0.114 0.024
4.07 20mm thick plaster in 1:4 Sqm 0.162 0.022
4.08 12mm thick plaster in 1:3 Sqm 0.125 0.015
4.09 12mm thick plaster in 1:4 Sqm 0.108 0.015
4.10 3mm thick punning in 1:1 Sqm 0.106 0.050
4.11 25mm thick flagstone on 12.5mm thk plaster in 1:4 Sqm 0.0060 0.0165
5.00 RCC Works
5.01 P.C.C. M15 (1:2:4) Cum 6.00 0.45
5.02 P.C.C. M20 (1:1.5:3) Cum 8.00 0.43
5.03 P.C.C. M25 (1:1:2) Cum 8.50 0.43
5.04
12mm thk plywood Formwork (can use upto 3 times)
Sqm
S.NO.Particulars Unit
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5.05 Torsteel reinforcement bars Kgs
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2,293.20 10.50 15.00 77.00 90.00 710.16 1,076.00 1,540 99
Aggregate Local Brick Chimney Brick Reinfrmnt B. Wire 12mm W.plywd Flagstone Metal props Nails
Cum Nos Nos Kgs Kg Sqm Sqm Nos Kgs
0.66
75.00
42.00
530.00
530.00
560.00
560.00
560.00
530.00
0.89
0.89
0.85
0.04
0.05
0.07
1.10
0.89
0.86
0.85
0.2475 0.0722 0.3651
RATE ANALYSIS WITHOUT VAT
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1.05 0.01
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24,696 2,205 Net Total 600 400 400 Net Total
Sallo bit Brick bats Material S. Worker Labor Helper Labor T & P Scafold
Cum Cum Amt. NRs Nos Nos Nos Amt. NRs 5% 5%
- 0.70 280.00
- 0.80 320.00 420.00 0.70 280.00 14.00
1,940.40 0.70 280.00 98.00
2,289.67 1.00 400.00 200.00
912.74 0.10 0.33 190.00
564.48 0.10 0.33 190.00
7,558.92 1.50 2.20 0.20 1,860.00
7,144.20 1.50 2.20 0.20 1,860.00
7,459.20 1.50 2.20 0.20 1,860.00
7,459.20 1.50 2.20 0.20 1,860.00
7,873.92 1.50 2.20 0.20 4,210.00
9,943.92 1.50 2.20 0.20 1,860.00
6,170.03 1.00 4.00 2,200.00 110.00
5,420.03 1.00 4.00 2,200.00 110.00
7,534.20 1.00 4.00 2,200.00
1,940.40 0.700 280.00 7.00 309.31 0.125 0.200 155.00 3.88
401.06 0.125 0.250 175.00 4.38
605.91 0.125 0.300 195.00 4.88
1.10 2,425.50 0.100 0.100 100.00
84.99 0.120 0.160 136.00 6.80
126.95 0.140 0.190 160.00 8.00 8.00
160.31 0.140 0.190 160.00 8.00 8.00
119.50 0.150 0.200 170.00 8.50 8.50
106.45 0.150 0.200 170.00 8.50 8.50
168.00 0.100 0.100 100.00 5.00 5.00
1,217.21 0.200 0.450 484.20 24.21
7,334.75 0.50 3.50 1,700.00 1,464.75
8,730.67 0.50 3.50 1,700.00 1,466.50
9,073.92 0.80 7.00 3,280.00 1,471.50
0.0036 411.52 0.27 0.41 325.30 16.27
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81.75 0.01 0.01 12.00 0.60 0.60
Black
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Total
Mat.+Lbr Total Overhead
15%
280.00 42.00 322.00 9.13 Cft
320.00 48.00 368.00 10.43 Cft714.00 107.10 821.10 23.27 Cft
2,318.40 347.76 2,666.16 75.57 Cft
2,889.67 433.45 3,323.12 94.19 Cft
1,102.74 165.41 1,268.16 117.86 Sqft
754.48 113.17 867.65 80.64 Sqft
9,418.92 1,412.84 10,831.76 307.02 Cft
9,004.20 1,350.63 10,354.83 293.50 Cft
9,319.20 1,397.88 10,717.08 303.77 Cft
9,319.20 1,397.88 10,717.08 303.77 Cft
12,083.92 1,812.59 13,896.51 393.89 Cft
11,803.92 1,770.59 13,574.51 384.76 Cft 1,598.10 28.96914 99.57563
150
1,748.10
8,480.03 1,272.00 9,752.03 276.42 Cft
7,730.03 1,159.50 8,889.53 251.97 Cft
9,734.20 1,460.13 11,194.33 317.30 Cft
2,227.40 334.11 2,561.51 72.61 Cft 12.5mm ScrePunning468.18 70.23 538.41 15.26 Cft 269.20 319.70 588.90
580.43 87.07 667.50 18.92 Cft
805.79 120.87 926.66 26.27 Cft
2,525.50 378.83 2,904.33 82.32 Cft
227.79 34.17 261.96 24.35 Sqft
302.95 45.44 348.40 32.38 Sqft
336.31 50.45 386.75 35.94 Sqft
306.50 45.98 352.48 32.76 Sqft
293.45 44.02 337.47 31.36 Sqft
278.00 41.70 319.70 29.71 Sqft
1,725.62 258.84 1,984.46 184.43 Sqft
10,499.50 1,574.92 12,074.42 342.25 Cft
11,897.17 1,784.58 13,681.75 387.80 Cft
13,825.42 2,073.81 15,899.23 450.66 Cft
753.09 112.96 866.06 80.49 Sqft
Total
Amount
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94.95 14.24 109.19 109.19 Kgs
Surya Rate NRs/kg Overhead Total
ipe truss for roof 155 23.25 178.25
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Rate in NRS 4,200.00 800.00
epoxy 0.58kg 12mm drilling bit
0.5kgs nos
10 Drilling works
10.1 Drilling holes Ф18mm x75mm screws at exisitng RCC
foundation
nos
10.2 Drilling holes Ф12mm x75mm screws at exisitng RCC
Columns
nos 0.25
10.3
Drilling holes Ф12mm x150mm screws at exisitng RCC
Slab for extending jacketed column
nos 0.25
11 Grouting works
11.1 Epoxy grouting in drilled holes in existing RCC
foundation upto 75mm
nos
0.111.2 Epoxy grouting in drilled holes in exisitng RCC columns
upto 75mm
nos
0.08
11.3 Epoxy grouting in drilled holes in exisitng RCC slabs for
extending jacketed column
nos
0.08
11.4 Bonding Lattex bond chemical to bond old & new
concrete surface
Sqm
12 Dismantle works
12.1 Dismantleing PCC parts Cum
12.2 Dismantling/chipping off cement plaster work on
concrete/wall surface Sqm
12.3 Dismantling of exisitng brick work safely Cum
12.4 Dismantling/relocating exisitng windows/Doors job
12.5 Dismantling RCC/RBC Cum
13 Roofing works
13.1 Providing & fixing 50mm Dia black pipe truss Kgs
13.2 Providing & fixing 1.2mm thk Corrugated/Plain fiber
glass sheet over truss Sqm
14 Wood works
14.1 Salwood work in chukhat for D/W, holdfast, screws,
holdfast concreting also Cum
S.NO.
Particulars Unit
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1,250.00 1,250.00 905.15 100.00 300.00 1,270.00
18mm drilling bit Hi-bond chemical Lattex hi-bond chemical Ф50mm Black pipe Metal Primercorrugated/Pl
ain fiber glass
nos kgs kgs Kgs Ltrs kgs
0.1
0.95
1 0.044
1.2
RATE ANALYSIS
7/30/2019 Thapa danda School Final(Sept).xlsx
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46.00 7.85 5.00 176,400.00 900.00 110.00 300.00 400.00 450.00 450.00
8mm nut
boltsJ hooks
Bitumen
washerSalwood Holdfast Screws Primer Enamel Int. Emulsion Weathercoat
Nos Nos Nos Cum Nos Nos Ltrs Ltrs Ltrs Ltrs
3 2.5 5.5
1.1 92 184
ITHOUT VAT
7/30/2019 Thapa danda School Final(Sept).xlsx
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Net Total 600.00 400.00 400.00 Net Total
Material Skilled Worker Labor Helper Labor Tools & Plants Scafolding
Amount NRs Nos Nos Nos Amount NRs 5% 5%
125.00 0.100 40.00 2.00 2.00
200.00 0.100 40.00 2.00 2.00
200.00 0.200 80.00 4.00 4.00
-
420.00 0.1 60.00 3.00 3.00
336.00 0.1 60.00 3.00 3.00
336.00 0.1 60.00 3.00 3.00
859.89 0.25 1.000 550.00 27.50 27.50
- -
- 4.000 1,600.00
- 0.108 43.20 2.16 2.16
- 2.000 800.00 40.00 40.00
- 1 3.000 1,800.00 90.00
- 11.000 4,400.00
- -
113.20 0.04 0.050 44.00
1,709.13 0.135 0.150 141.00
297,080.00 34 3.4 21,760.00 165.18
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TotalTotal
Amount
Material+Lbr Total Overhead
15%
169.00 25.35 194.35
244.00 36.60 280.60
288.00 43.20 331.20
- -
486.00 72.90 558.90
402.00 60.30 462.30
402.00 60.30 462.30
1,464.89 219.73 1,684.63
- -
1,600.00 240.00 1,840.00 279.68 Sqm
47.52 7.13 54.65
880.00 132.00 1,012.00
1,890.00 283.50 2,173.50
4,400.00 660.00 5,060.00
- - -
157.20 23.58 180.78
1,850.13 277.52 2,127.64
319,005.18 47,850.78 366,855.95