52- process plant buildings estimate detail
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Estimate Line Detail
Estimate: 2009-2 - Process Plant ProjectCurrency: AED-United Arab Emirates-Dirham
Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
12100000EXCAVATION (GRAVEL & SOIL)
Including surfacing & compacyion 95%7,868.73 m3 1,617 11,379 20,088 260,000 291,467
0.21 1.45 2.55 33.04 37.04
000030 EXCAVATION (GRAVEL & SOIL)Including surfacing & compacyion 95% 7,081.86 m3 435 5,075 20,088 25,163
0.06 0.72 2.84 3.55
Prod=24.42 m3/hour, 0.061MH/m3, 16.28 m3/MH, 290.00 hour
Excavate & Load 1.5 CY (Cat 325) Backhoe 1.00 EA 86.77
Equipment Operator Foreman 0.5 13.00 1,885
Backhoe Operator 1.0 11.00 3,190
Excavator, Komatsu 1.0 62.56 18,142
Pick-up Double Cabin 0.5 13.42 1,946
000040EXCAVATION (GRAVEL & SOIL)
Including surfacing & compacyion 95%786.87 m3 1,182 6,304 6,304
1.50 8.01 8.01
Prod=3.99 m3/hour, 1.502MH/m3, 0.67 m3/MH, 197.00 hour
Excavate Loam by Hand 1.00 EA 32
Leadman Labour 1.0 7.00 1,379
Labourer 5.0 5.00 4,925
000050 Wellpoint Dewatering 200mm (8") Pump 1.00 LS 260,000 260,000
260,000.00 260,000.00
Well Point Dewatering 1.0 LS 260,000.00 260,000
12100010 BACKFILLING & COMPACTIONw/imported soil, 50mm sieve 100% passing, #200 sieve 0~20
passing, LL=Max.35, PL=Max.12
3,429.75 m3 1,350 11,880 37,101 96,033 145,014
0.39 3.46 10.82 28.00 42.28
000010
BACKFILLING & COMPACTIO
w/imported soil, 50mm sieve 100% passing, #200 sieve 0~20
passing, LL=Max.35, PL=Max.1
3,429.75 m3 1,350 11,880 37,101 96,033 145,014
0.39 3.46 10.82 28.00 42.28
Prod=12.70 m3/hour, 0.394MH/m3, 2.54 m3/MH, 270.00 hour
Place Granular Backfill with 2.7 CY Loader 1.00 EA 181.41
Equipment Operator Foreman 1.0 13.00 3,510
Loader Operator 1.0 11.00 2,970
Packer Operator 1.0 10.00 2,700Labourer 2.0 5.00 2,700
Loader, 966f 1.0 62.44 16,859
Jumping Jack Tamper 1.0 3.78 1,021
22" Smooth Drum Manual (Bomag 55) 1.0 10.00 2,700
Roller 1 Steel Drum 1.0 47.77 12,898
Pick-up Double Cabin 1.0 13.42 3,623
BACKFILLING & COMPACTION
w/imported soil, 50mm sieve 100% passing, #200 sieve 0~20
passing, LL=Max.35, PL=Max.12 3,429.8 m3 28.00 96,033
12100020 BACKFILLING & COMPACTION 6,073.74 m3 2,391 21,038 65,702 170,065 256,805
0.39 3.46 10.82 28.00 42.28
000010 BACKFILLING & COMPACTION 6,073.74 m3 2,391 21,038 65,702 170,065 256,805
0.39 3.46 10.82 28.00 42.28
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Prod=12.70 m3/hour, 0.394MH/m3, 2.54 m3/MH, 478.14 hour
Place Granular Backfill with 2.7 CY Loader 1.00 EA 181.41
Equipment Operator Foreman 1.0 13.00 6,216
Loader Operator 1.0 11.00 5,260
Packer Operator 1.0 10.00 4,781Labourer 2.0 5.00 4,781
Loader, 966f 1.0 62.44 29,855
Jumping Jack Tamper 1.0 3.78 1,807
22" Smooth Drum Manual (Bomag 55) 1.0 10.00 4,781
Roller 1 Steel Drum 1.0 47.77 22,841
Pick-up Double Cabin 1.0 13.42 6,417
BACKFILLING & COMPACTION
w/imported soil, 50mm sieve 100% passing, #200 sieve 0~20passing, LL=Max.35, PL=Max.12 6,073.7 m3 28.00 170,065
12100030DISPOSAL (10KM)
Unfactored soil, Disposal area(10km far)1,403.14 m3 175 1,754 7,117 8,871
0.13 1.25 5.07 6.32
000010 Disposal,Machine,0-10km ( Distance ) 1,403.14 m3 175 1,754 7,117 8,871
0.13 1.25 5.07 6.32
Prod=8.00 m3/hour, 0.125MH/m3, 8.00 m3/MH, 175.39 hour
DISPOSAL (10KM)Unfactored soil, Disposal area(10km far)
1.00 EA 50.58
Highway Truck Driver 1.0 10.00 1,754
Dump Truck 1.0 40.58 7,117
12100040GRAVEL COMPACT.Aggregate base course,THK=150mm
784.39 m3 314 2,275 6,840 47,063 56,178
0.40 2.90 8.72 60.00 71.62
000010 GRAVEL COMPACT.Aggregate base course,THK=150mm 784.39 m3 314 2,275 6,840 47,063 56,178
0.40 2.90 8.72 60.00 71.62
Prod=10.00 m3/hour, 0.400MH/m3, 2.50 m3/MH, 78.44 hour
Place Granular Base under Concrete Slab with D3 Dozer 1.00 EA 116.2
Dozer Operator 1.0 11.00 863
Leadman Civil 1.0 8.00 628
Labourer 2.0 5.00 784
Dozer, D8N 1.0 77.20 6,055
22" Smooth Drum Manual (Bomag 55) 1.0 10.00 784
Aggregate base course,THK=150mm 784.4 m3 60.00 47,063
12100050 Imported sand for sand bedding(w/Soil compaction underneath the
i
1,148.85 m3 161 1,356 7,820 32,168 41,343
0.14 1.18 6.81 28.00 35.99
000010 Imported sand for sand bedding(w/Soil compaction underneath the
i
1,148.85 m3 161 1,356 7,820 32,168 41,343
0.14 1.18 6.81 28.00 35.99
Prod=50.00 m3/hour, 0.140MH/m3, 7.14 m3/MH, 22.98 hour
Place Sand Bedding, per m3 1.00 EA 399.33
Equipment Operator Foreman 1.0 13.00 299
Backhoe Operator 1.0 11.00 253
Loader Operator 1.0 11.00 253
Labour Foreman 1.0 9.00 207Labourer 3.0 5.00 345
Loader, 966f 1.0 62.44 1,435
Backhoe/Loader 1.0 34.41 791
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Dump Truck 6.0 40.58 5,594
Sand Bedding 1,148.9 m3 28.00 32,168
12100060LAYING PE FILMFLOOR.(0.25MMX1PLIES)
6,907.93 m2 205 1,746 13,968 15,714
0.03 0.25 2.02 2.27
000010 LAYING PE FILMFLOOR.(0.25MMX1PLIES) 6,907.93 m2 205 1,746 13,968 15,714
0.03 0.25 2.02 2.27
1/4" (6 mm) Polyethelene 6,983.9 m2 2.00 13,968
Carpenter Foreman 1.0 12.00 616
Carpenter 2.0 8.00 821
Carpenter Helper 1.0 6.00 308
12100070GRAVEL PAVING
THK=100927.08 m2 139 1,147 1,543 4,079 6,770
0.15 1.24 1.66 4.40 7.30
000010GRAVEL PAVING
THK=10092.71 m3 139 1,147 1,543 4,079 6,770
1.50 12.37 16.65 44.00 73.02
Prod=2.67 m3/hour, 1.500MH/m3, 0.67 m3/MH, 34.77 hour
Backfilling with Compaction 1.00 EA 77.39
Loader Operator 1.0 11.00 382
Leadhand 1.0 12.00 417
Labourer 2.0 5.00 348
Backhoe/Loader 1.0 34.41 1,196
Jumping Jack Tamper 1.0 3.78 131
22" Smooth Drum Manual (Bomag 55) 1.0 6.20 216
Granular Backfill 102.0 m3 40.00 4,079
12100080
. .
Havy duty expanded metal mesh - Hot dip galvanized(including Fence
l ~
923.95 m 1,007 8,562 8,394 383,439 400,395
1.09 9.27 9.09 415.00 433.35
000010
. .
Havy duty expanded metal mesh - Hot dip galvanized(including Fence
l ~
923.95 m 1,007 8,562 8,394 383,439 400,395
1.09 9.27 9.09 415.00 433.35
Prod=5.50 m/hour, 1.090MH/m, 0.92 m/MH, 167.88 hour
Install Chainlink Fence 2400mm (8 FT) 1.00 EA 101
Auger Operator 1.0 12.00 2,015
Labour Foreman 1.0 9.00 1,511
Labourer 2.0 5.00 1,679
Carpenter Foreman 1.0 12.00 2,015
Carpenter 1.0 8.00 1,343
Truck Mounted Post Hole Auger 1.0 50.00 8,394
FENCE (P.V.C COATING)Havy duty expanded metal mesh - Hot dip galvanized(including Fence
Door),removable, 8~12 gage 13mm Max.gap 924.0 m 415.00 383,439
12210000FORM (PLYWOOD)
above ground12,326.21 m2 35,644 267,086 107,048 443,744 817,877
2.89 21.67 8.68 36.00 66.35
000010FORM (PLYWOOD)above ground
12,326.21 m2 35,644 267,086 107,048 443,744 817,877
2.89 21.67 8.68 36.00 66.35
Prod=2.67 m2/hour, 1.174MH/m2, 0.85 m2/MH, 1,542.75 hour
Fabricate Light Formwork 1.00 EA 46.09
Formsetter Foreman 0.1 14.00 2,808
Formsetter 2.0 8.00 24,684
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Formsetter Helper 1.0 6.00 9,257
Generator, 10-30 kva 1.0 6.65 10,259
Dyna truck, 2.5 ton 1.0 15.62 24,098
Prod=2.45 m2/hour, 2.500MH/m2, 0.40 m2/MH, 5,027.00 hour
Set Strip Footing Forms 1.00 EA 60.28
Formsetter Foreman 0.1 14.00 9,149
Formsetter 4.0 8.00 160,864
Formsetter Helper 2.0 6.00 60,324
Generator, 10-30 kva 1.0 6.65 33,430
Dyna truck, 2.5 ton 0.5 15.62 39,261
Form Work Materials 12,326.2 m2 36.00 443,744
12210010FORM (PLYWOOD)
for U/G concrete3,897.14 m2 11,270 84,444 33,845 140,297 258,586
2.89 21.67 8.68 36.00 66.35
000010FORM (PLYWOOD)
for U/G concrete3,897.14 m2 11,270 84,444 33,845 140,297 258,586
2.89 21.67 8.68 36.00 66.35
Prod=2.67 m2/hour, 1.174MH/m2, 0.85 m2/MH, 487.77 hour
Fabricate Light Formwork 1.00 EA 46.09
Formsetter Foreman 0.1 14.00 888
Formsetter 2.0 8.00 7,804
Formsetter Helper 1.0 6.00 2,927
Generator, 10-30 kva 1.0 6.65 3,244
Dyna truck, 2.5 ton 1.0 15.62 7,619
Prod=2.45 m2/hour, 2.500MH/m2, 0.40 m2/MH, 1,589.37 hour
Set Strip Footing Forms 1.00 EA 60.28
Formsetter Foreman 0.1 14.00 2,893Formsetter 4.0 8.00 50,860
Formsetter Helper 2.0 6.00 19,072
Generator, 10-30 kva 1.0 6.65 10,569
Dyna truck, 2.5 ton 0.5 15.62 12,413
Form Work Materials 3,897.1 m2 36.00 140,297
12220000 For U/G Plain Con'c.,ASTM 17MPa,ASTM C150 TYPE I minimum
i
317.49 m3 317 1,746 540 75,721 78,007
1.00 5.50 1.70 238.50 245.70
000010 For U/G Plain Con'c.,ASTM 17MPa,ASTM C150 TYPE I minimum
i
317.49 m3 317 1,746 540 75,721 78,007
1.00 5.50 1.70 238.50 245.70
Prod=8.00 m3/hour, 1.000MH/m3, 1.00 m3/MH, 39.69 hour
Place Lean Concrete direct from truck 1.00 EA 57.6
Labour Foreman 1.0 9.00 357
Concrete Labourer 4.0 5.00 794
Vibrator Operator 2.0 5.00 397
Concrete Spotter 1.0 5.00 198
Daihatsu pickup, 3 ton 1.0 13.60 540
2,000 PSI (15 MPA) Readymix Concrete 336.5 m3 225.00 75,721
12220010For A/G RC,ASTM 35MPa,ASTM C150 TYPE I + Micro silica Fume 6%
Minimum Cement Content 364kg/cm3 Max W/C Ratio 0.4, Calcium1,703.25 m3 122,634 572,241 694,875
72.00 335.97 407.97
000010 For A/G RC,ASTM 35MPa,ASTM C150 TYPE I + Micro silica Fume 6%Minimum Cement Content 364kg/cm3 Max W/C Ratio 0.4, Calcium
1,703.25 m3 122,634 572,241 694,875
72.00 335.97 407.97
Concrete coating as per APCS-10 5,109.8 m2 24.00 122,634
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
5,000 PSI (35 MPA) Readymix Concrete 1,805.4 m3 315.00 568,715
Curing Agent 5,109.8 m2 0.69 3,526
12220020For U/G RC,ASTM 35MPa,ASTM C150 TYPE I + Micro silica 6%Minimum Cement Content 364kg/cm3 Max W/C Ratio 0.4, Caicium
2,797.70 m3 201,434 939,943 1,141,378
72.00 335.97 407.97
000010 For U/G RC,ASTM 35MPa,ASTM C150 TYPE I + Micro silica 6%Minimum Cement Content 364kg/cm3 Max W/C Ratio 0.4, Caicium 2,797.70 m3 201,434 939,943 1,141,378
72.00 335.97 407.97
Concrete coating as per APCS-10 8,393.1 m2 24.00 201,434
5,000 PSI (35 MPA) Readymix Concrete 2,965.6 m3 315.00 934,152
Curing Agent 8,393.1 m2 0.69 5,791
12220030 CON'C POURING ( PUMPCAR) 1,703.25 m3 3,626 23,614 7,525 31,138
2.13 13.86 4.42 18.28
000010 CON'C POURING ( PUMPCAR) 1,703.25 m3 3,407 21,196 7,525 28,721
2.00 12.44 4.42 16.86
Prod=4.50 m3/hour, 2.000MH/m3, 0.50 m3/MH, 378.50 hour
Place Concrete for Buildings with Crane 1.00 EA 75.88
Labour Foreman 1.0 9.00 3,407
Labourer 2.0 5.00 3,785
Concrete Labourer 3.0 5.00 5,678
Truck Spotter 1.0 6.00 2,271
Mason 2.0 8.00 6,056
Concrete Vibrator 1.0 3.00 1,136
Generator, 55-131kw 1.0 16.88 6,389
000020 Apply Concrete Curing Agent 5,109.75 m2 220 2,418 2,418
0.04 0.47 0.47Prod=46.50 m2/hour, 0.043MH/m2, 23.25 m2/MH, 109.89 hour
Apply Concrete Curing Agent 1.00 EA 22
Cement Finisher 2.0 11.00 2,418
12220040CON'C POURING (REMICON)
for U/G Concrete3,115.19 m3 5,425 35,262 6,967 42,229
1.74 11.32 2.24 13.56
000010CON'C POURING (REMICON)
for U/G Concrete3,115.19 m3 3,154 19,626 6,967 26,593
1.01 6.30 2.24 8.54
Prod=8.89 m3/hour, 1.013MH/m3, 0.99 m3/MH, 350.46 hour
Place Concrete for Buildings with Crane 1.00 EA 75.88
Labour Foreman 1.0 9.00 3,154
Labourer 2.0 5.00 3,505
Concrete Labourer 3.0 5.00 5,257
Truck Spotter 1.0 6.00 2,103
Mason 2.0 8.00 5,607
Concrete Vibrator 1.0 3.00 1,051
Generator, 55-131kw 1.0 16.88 5,916
000020 Apply Concrete Curing Agent 9,345.57 m2 402 4,422 4,422
0.04 0.47 0.47Prod=46.50 m2/hour, 0.043MH/m2, 23.25 m2/MH, 200.98 hour
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Apply Concrete Curing Agent 1.00 EA 22
Cement Finisher 2.0 11.00 4,422
000030 Bituminous Coating 9,345.57 m2 1,869 11,215 11,215
0.20 1.20 1.20Prod=20.00 m2/hour, 0.200MH/m2, 5.00 m2/MH, 467.28 hour
Bituminous Coating 1.00 EA 24
Labour Foreman 1.0 9.00 4,206
Labourer 3.0 5.00 7,009
12230000RE-BAR 1Dia.10~32mm,ASTM A615/A615M Grade 60, Uncoated
438.84 ton 1,217,781 1,217,781
2,775.00 2,775.00
000010RE-BAR 1
Dia.10~32mm,ASTM A615/A615M Grade 60, Uncoated438.84 ton 1,217,781 1,217,781
2,775.00 2,775.00
Supply Uncoated Reinforcing Steel 460.8 t 2,500.00 1,151,955Rebar Tie Wire 6,582.6 kg 10.00 65,826
12230010
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Dia.10~32,ASTM A615 Grade 60, Fusion bonded epoxy
i i ~ i
153.24 ton 586,143 586,143
3,825.00 3,825.00
000010
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Dia.10~32,ASTM A615 Grade 60, Fusion bonded epoxyi i ~ i
153.24 ton 586,143 586,143
3,825.00 3,825.00
Supply Epoxy Coated Reinforcing Steel 160.9 t 3,500.00 563,157
Rebar Tie Wire 2,298.6 kg 10.00 22,986
12230020 RE-BAR MANUFACTURING AND FITTING 592.08 ton 11,223 89,786 16,962 106,748
18.96 151.64 28.65 180.29
000010 RE-BAR MANUFACTURING AND FITTING 592.08 ton 11,223 89,786 16,962 106,748
18.96 151.64 28.65 180.29
Prod=3.33 t/hour, 0.900MH/t, 1.11 t/MH, 177.62 hour
Handle Reinforcing Steel 1.00 EA 47.18
Crane Operator Class-A 1.0 12.00 2,131
Steel Fixer Helper 2.0 6.00 2,131
5 Ton Boomtruck 1.0 23.18 4,117
Prod=0.72 t/hour, 18.056MH/t, 0.06 t/MH, 822.33 hour
Place Reinforcing Steel 1.00 EA 119.62
Steel Fixer Foreman 1.0 12.00 9,868
Steel Fixer 10.0 8.00 65,787
Steel Fixer Helper 2.0 6.00 9,868
Dyna truck, 2.5 ton 1.0 15.62 12,845
12300000 (ASTM C129,TYPE?),Including solid concrete fill,12mm vertical
i l i i i i i l i l
66.36 m2 93 774 83 4,977 5,834
1.40 11.67 1.25 75.00 87.91
000010 (ASTM C129,TYPE?),Including solid concrete fill,12mm vertical
i l i i i i i l i l
66.36 m2 93 774 83 4,977 5,834
1.40 11.67 1.25 75.00 87.91
Prod=4.29 m2/hour, 1.400MH/m2, 0.71 m2/MH, 15.48 hour
Lay Concrete Block, 150mm (6") Thick 1.00 EA 55.34
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Mason Foreman 1.0 12.00 186
Mason 4.0 8.00 495
Mason Helper 1.0 6.00 93
Cement Mixer 1.0 5.34 83
6 CONCRETE BLOCK WORK
(ASTM C129,TYPE?),Including solid concrete fill,12mm vertical
reinforcement & tooled finish(Min. 2hr. fire rated) including block mesh 66.4 m2 75.00 4,977
12300010 (ASTM C129,TYPE?),Including solid concrete fill,12mm vertical
i l i i i i i l i l
647.52 m2 1,230 10,252 1,095 58,277 69,624
1.90 15.83 1.69 90.00 107.52
000010 (ASTM C129,TYPE?),Including solid concrete fill,12mm vertical
i l i i i i i l i l
647.52 m2 1,230 10,252 1,095 58,277 69,624
1.90 15.83 1.69 90.00 107.52
Prod=3.16 m2/hour, 1.900MH/m2, 0.53 m2/MH, 205.05 hour
Lay Concrete Block, 150mm (8") Thick 1.00 EA 55.34
Mason Foreman 1.0 12.00 2,461
Mason 4.0 8.00 6,562
Mason Helper 1.0 6.00 1,230Cement Mixer 1.0 5.34 1,095
8 CONCRETE BLOCK WORK
(ASTM C129,TYPE?),Including solid concrete fill,12mm vertical
reinforcement & tooled finish(Min. 2hr. fire rated) including block mesh 647.5 m2 90.00 58,277
12300020 (ASTM C129,TYPE?),Including solid concrete fill,12mm verticali l i i i i i l i l
1,800.00 m2 4,320 36,000 3,845 198,000 237,845
2.40 20.00 2.14 110.00 132.14
000010 (ASTM C129,TYPE?),Including solid concrete fill,12mm verticali l i i i i i l i l
1,800.00 m2 4,320 36,000 3,845 198,000 237,845
2.40 20.00 2.14 110.00 132.14
Prod=2.50 m2/hour, 2.400MH/m2, 0.42 m2/MH, 720.00 hour
Lay Concrete Block, 150mm (10") Thick 1.00 EA 55.34
Mason Foreman 1.0 12.00 8,640
Mason 4.0 8.00 23,040
Mason Helper 1.0 6.00 4,320
Cement Mixer 1.0 5.34 3,845
10 CONCRETE BLOCK WORK(ASTM C129,TYPE?),Including solid concrete fill,12mm vertical
reinforcement & tooled finish(Min. 2hr. fire rated) including block mesh 1,800.0 m2 110.00 198,000
12300030LINTEL FAB.& INSTALL
PC Lintel, 250 x 300mm11.50 m 43 308 113 706 1,127
3.75 26.77 9.80 61.38 97.96
000010 CON'C POURING (REMICON)for U/G Concrete
11.50 m3 12 72 26 292 390
1.01 6.30 2.24 25.38 33.92
Prod=8.89 m3/hour, 1.013MH/m3, 0.99 m3/MH, 1.29 hour
LINTEL FAB.& INSTALLPC Lintel, 250 x 300mm
1.00 EA 75.88
Labour Foreman 1.0 9.00 12
Labourer 2.0 5.00 13
Concrete Labourer 3.0 5.00 19
Truck Spotter 1.0 6.00 8
Mason 2.0 8.00 21
Concrete Vibrator 1.0 3.00 4
Generator, 55-131kw 1.0 16.88 22
5,000 PSI (35 MPA) Readymix Concrete 0.9 m3 315.00 287
Curing Agent 6.9 m2 0.69 5
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
000010FORM (PLYWOOD)
above ground2.30 m2 31 235 87 414 736
13.67 102.37 37.84 180.00 320.20
Prod=2.67 m2/hour, 1.174MH/m2, 0.85 m2/MH, 0.86 hour
Fabricate Light Formwork 1.00 EA 46.09
Formsetter Foreman 0.1 14.00 2
Formsetter 2.0 8.00 14
Formsetter Helper 1.0 6.00 5
Generator, 10-30 kva 1.0 6.65 6
Dyna truck, 2.5 ton 1.0 15.62 13
Prod=2.45 m2/hour, 2.500MH/m2, 0.40 m2/MH, 4.69 hour
Set Strip Footing Forms 1.00 EA 60.28
Formsetter Foreman 0.1 14.00 9
Formsetter 4.0 8.00 150
Formsetter Helper 2.0 6.00 56
Generator, 10-30 kva 1.0 6.65 31
Dyna truck, 2.5 ton 0.5 15.62 37Form Work Materials 11.5 m2 36.00 414
12300040RE-BARDia.10~32mm,ASTM A615/A615M Grade 60, Uncoated
17.94 ton 340 2,721 514 68,621 71,855
18.96 151.64 28.65 3,825.00 4,005.29
000010 RE-BAR MANUFACTURING AND FITTING 17.94 ton 340 2,721 514 3,234
18.96 151.64 28.65 180.29
Prod=3.33 t/hour, 0.900MH/t, 1.11 t/MH, 5.38 hour
Handle Reinforcing Steel 1.00 EA 47.18
Crane Operator Class-A 1.0 12.00 65Steel Fixer Helper 2.0 6.00 65
5 Ton Boomtruck 1.0 23.18 125
Prod=0.72 t/hour, 18.056MH/t, 0.06 t/MH, 24.92 hour
Place Reinforcing Steel 1.00 EA 119.62
Steel Fixer Foreman 1.0 12.00 299
Steel Fixer 10.0 8.00 1,993
Steel Fixer Helper 2.0 6.00 299
Dyna truck, 2.5 ton 1.0 15.62 389
000010
-
Dia.10~32,ASTM A615 Grade 60, Fusion bonded epoxyi i ~ i
17.94 ton 68,621 68,621
3,825.00 3,825.00Supply Epoxy Coated Reinforcing Steel 18.8 t 3,500.00 65,930
Rebar Tie Wire 269.1 kg 10.00 2,691
12300050GRANITE
T=50(W=450)96.88 m2 123 1,042 76,293 77,335
1.26 10.75 787.50 798.25
000010GRANITE
T=50(W=450)96.88 m2 123 1,042 76,293 77,335
1.26 10.75 787.50 798.25
Prod=3.16 m2/hour, 1.265MH/m2, 0.79 m2/MH, 30.63 hour
GRANITE
T=50(W=450)
1.00 EA 34
Tile Layer Foreman 1.0 12.00 368
Tile Layer 2.0 8.00 490
Tile Layer Helper 1.0 6.00 184
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Granite Tile 101.7 m2 750.00 76,293
12410000ANCHOR BOLT
M25~M35, Hot Dip Galvanized276.00 EA 414 2,760 39,976 42,736
1.50 10.00 144.84 154.84
000010ANCHOR BOLT
M25~M35, Hot Dip Galvanized276.00 EA 414 2,760 39,976 42,736
1.50 10.00 144.84 154.84
Prod=2.00 ea/hour, 1.500MH/ea, 0.67 ea/MH, 138.00 hour
Set Large Anchor Bolts 1.00 EA 20
Carpenter 1.0 8.00 1,104
Carpenter Helper 2.0 6.00 1,656
Anchor Bolts, M25 - M35 281.5 ea 142.00 39,976
12410010ANCHOR BOLT
hot dip galvarnize396.00 EA 594 3,960 57,357 61,317
1.50 10.00 144.84 154.84
000010ANCHOR BOLT
hot dip galvarnize396.00 EA 594 3,960 57,357 61,317
1.50 10.00 144.84 154.84
Prod=2.00 ea/hour, 1.500MH/ea, 0.67 ea/MH, 198.00 hour
Set Large Anchor Bolts 1.00 EA 20
Carpenter 1.0 8.00 1,584
Carpenter Helper 2.0 6.00 2,376
Anchor Bolts, M25 - M35 403.9 ea 142.00 57,357
12420000INSERT PLATEASTM A36
10.35 ton 1,335 12,517 28,619 53,820 94,956
129.00 1,209.37 2,765.11 5,200.00 9,174.49
000010 INSERT PLATEASTM A36 10.35 t 1,335 12,517 28,619 53,820 94,956
129.00 1,209.37 2,765.11 5,200.00 9,174.49
Prod=0.06 t/hour, 129.000MH/t, 0.01 t/MH, 166.89 hour
INSERT PLATEASTM A36
1.00 EA 246.48
Crane Operator Class-A 1.0 12.00 2,003
Steel Fabrication Foreman 1.0 14.00 2,337
Steel Fabricator 3.0 9.00 4,506
Steel Fabricator Helper 2.0 6.00 2,003
Rigger III 1.0 10.00 1,669
400 Amp Diesel Welder 1.0 10.68 1,782
Acetylene Cutting Torch 1.0 1.98 330
Telescopic Boom Mobile Crane, 70 Ton 1.0 158.82 26,506ASTM A36 10.4 t 5,200.00 53,820
12420010MISC. STEEL
hot dip galvanized material42.80 ton 275,837 275,837
6,444.80 6,444.80
000010MISC. STEEL
hot dip galvanized material42.80 ton 275,837 275,837
6,444.80 6,444.80
hot dip galvanized material 45.4 ton 6,080.00 275,837
12420020 FAB. & INSTALL. OF MISC. STEEL 42.80 ton 7,447 69,818 159,631 229,448
174.00 1,631.25 3,729.69 5,360.94000010 FAB. & INSTALL. OF MISC. STEEL 42.80 ton 7,447 69,818 159,631 229,448
174.00 1,631.25 3,729.69 5,360.94
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Prod=0.05 t/hour, 174.000MH/t, 0.01 t/MH, 930.90 hour
FAB. & INSTALL. OF MISC. STEEL 1.00 EA 246.48
Crane Operator Class-A 1.0 12.00 11,171
Steel Fabrication Foreman 1.0 14.00 13,033
Steel Fabricator 3.0 9.00 25,134
Steel Fabricator Helper 2.0 6.00 11,171
Rigger III 1.0 10.00 9,309
400 Amp Diesel Welder 1.0 10.68 9,942
Acetylene Cutting Torch 1.0 1.98 1,843
Telescopic Boom Mobile Crane, 70 Ton 1.0 158.82 147,846
12430000 AL. MOULDING 464.58 m 259 2,287 546 50,083 52,916
0.56 4.92 1.18 107.80 113.90
000010 AL. MOULDING 1.89 t 259 2,287 546 50,083 52,916
137.00 1,210.17 289.07 26,498.76 27,997.99
Prod=0.04 t/hour, 137.000MH/t, 0.01 t/MH, 43.16 hour
AL. MOULDING 1.00 EA 65.66
Steel Fabrication Foreman 1.0 14.00 604
Steel Fabricator 3.0 9.00 1,165
Steel Fabricator Helper 2.0 6.00 518
400 Amp Diesel Welder 1.0 10.68 461
Acetylene Cutting Torch 1.0 1.98 85
AL. MOULDING 492.5 m 101.70 50,083
12430010 SETTING NON-SLIP 115.63 m 41 363 87 11,194 11,643
0.36 3.14 0.75 96.81 100.70
000010 SETTING NON-SLIP 0.30 t 41 363 87 11,194 11,643
137.00 1,210.17 289.07 37,312.00 38,811.24
Prod=0.04 t/hour, 137.000MH/t, 0.01 t/MH, 6.85 hour
SETTING NON-SLIP 1.00 EA 65.66
Steel Fabrication Foreman 1.0 14.00 96
Steel Fabricator 3.0 9.00 185
Steel Fabricator Helper 2.0 6.00 82
400 Amp Diesel Welder 1.0 10.68 73
Acetylene Cutting Torch 1.0 1.98 14
SETTING NON-SLIP 0.3 t 35,200.00 11,194
12440000 GROUTMin.35MPa(7 days) : ASTM C1107
8.26 m3 1,239 13,629 11,842 25,471
150.00 1,650.00 1,433.68 3,083.68
Prod=0.01 m3/hour, 150.000MH/m3, 0.01 m3/MH, 619.50 hour
Non-shrink Grout 1.00 EA 22
Cement Finisher 2.0 11.00 13,629
Non-Shrink Grout 657.9 Bag 18.00 11,842
12511000l. i i il l l
140Gm/m2 Seperation layer+insulation : Thk=50 Extruded polystyrene
= il
1,376.70 m2 148,684 148,684
108.00 108.00
000010
l. emen eig eig iles or ravel mm lya
140Gm/m2 Seperation layer+insulation : Thk=50 Extruded polystyrene= il
1,376.70 m2 148,684 148,684
108.00 108.00
Waterproofing works 1,376.7 m2 108.00 148,684
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
12511010SHEET-APPLIED MEMBRANE WATERPROOFING
PU Waterproof Membrane1,460.50 m2 157,734 157,734
108.00 108.00
000010SHEET-APPLIED MEMBRANE WATERPROOFINGPU Waterproof Membrane
1,460.50 m2 157,734 157,734
108.00 108.00
Waterproofing works 1,460.5 m2 108.00 157,734
12511020WATERPROOF MORTAR
For wall,T=30257.92 m2 387 3,288 9,027 12,316
1.50 12.75 35.00 47.75
000010WATERPROOF MORTAR
For wall,T=30257.92 m2 387 3,288 9,027 12,316
1.50 12.75 35.00 47.75
Prod=2.67 m2/hour, 1.500MH/m2, 0.67 m2/MH, 96.72 hour
WATERPROOF MORTARFor wall,T=30
1.00 EA 34
Carpenter Foreman 1.0 12.00 1,161
Carpenter 2.0 8.00 1,548Carpenter Helper 1.0 6.00 580
For wall,T=30 257.9 m2 35.00 9,027
12511030 WATERPROOF MORTAR 385.66 m2 578 4,917 15,426 20,344
1.50 12.75 40.00 52.75
000010 WATERPROOF MORTAR 385.66 m2 578 4,917 15,426 20,344
1.50 12.75 40.00 52.75
Prod=2.67 m2/hour, 1.500MH/m2, 0.67 m2/MH, 144.62 hour
WATERPROOF MORTAR 1.00 EA 34
Carpenter Foreman 1.0 12.00 1,735
Carpenter 2.0 8.00 2,314
Carpenter Helper 1.0 6.00 868
WATERPROOF MORTAR 385.7 m2 40.00 15,426
12511040LIQUID WATERPROOFING
For floor & Wall28.52 m2 11 97 3,993 4,090
0.40 3.40 140.00 143.40
Prod=10.00 m2/hour, 0.400MH/m2, 2.50 m2/MH, 2.85 hour
LIQUID WATERPROOFINGFor floor & Wall
1.00 EA 34
Carpenter Foreman 1.0 12.00 34
Carpenter 2.0 8.00 46Carpenter Helper 1.0 6.00 17
For floor & Wall 28.5 m2 140.00 3,993
12511050 Waterproof gypsum board(For wall), Waterproof plywood 9t + 331.20 m2 450 3,200 49,680 52,880
1.36 9.66 150.00 159.66
000010 Waterproof gypsum board(For wall), Waterproof plywood 9t + 331.20 m2 450 3,200 49,680 52,880
1.36 9.66 150.00 159.66
Prod=6.62 m2/hour, 1.359MH/m2, 0.74 m2/MH, 50.00 hour
Waterproof gypsum board(For wall), Waterproof plywood 9t + 1.00 EA 64
Labourer 4.0 5.00 1,000
Carpenter Foreman 1.0 12.00 600
Carpenter 4.0 8.00 1,600
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
WATERPROOF PROTECTION BOARD
Waterproof gypsum board(For wall), Waterproof plywood 9t +
Waterproofed gypsumboard 9t 331.2 m2 150.00 49,680
12512000CAULKINGAround Doors & Windows
700.00 m 210 1,680 19,600 21,280
0.30 2.40 28.00 30.40
000010CAULKINGAround Doors & Windows
700.00 m 210 1,680 19,600 21,280
0.30 2.40 28.00 30.40
Prod=3.33 m/hour, 0.300MH/m, 3.33 m/MH, 210.00 hour
Apply Joint Cauking 1.00 EA 8
Carpenter 1.0 8.00 1,680
Around Doors & Windows 700.0 m 28.00 19,600
12512010 CONTROL JOINT 255.30 m 135 1,078 8,042 9,120
0.53 4.22 31.50 35.72
000010 CONTROL JOINT 255.30 m 112 899 7,148 8,047
0.44 3.52 28.00 31.52
Prod=2.27 m/hour, 0.440MH/m, 2.27 m/MH, 112.33 hour
Apply Joint Sealant 1.00 EA 8
Carpenter 1.0 8.00 899
Apply Joint Sealant 255.3 m 28.00 7,148
000020 CONTROL JOINT 255.30 m 22 180 894 1,073
0.09 0.70 3.50 4.20
Prod=11.36 m/hour, 0.088MH/m, 11.36 m/MH, 22.47 hour
Install Backer Rod 1.00 EA 8
Carpenter 1.0 8.00 180
Install Backer Rod 255.3 m 3.50 894
12512020WATER DRIP
Water stop40.25 m 24 193 3,019 3,212
0.60 4.80 75.00 79.80
000010WATER DRIP
Water stop40.25 m 24 193 3,019 3,212
0.60 4.80 75.00 79.80
8" (200 mm) Waterstop 40.3 m 75.00 3,019
Formsetter 2.0 8.00 193
12520000ROCK WOOL
Wall (T=50)1,926.25 m2 240 2,040 24,271 26,311
0.12 1.06 12.60 13.66
000010ROCK WOOL
Wall (T=50)1,926.25 m2 240 2,040 24,271 26,311
0.12 1.06 12.60 13.66
Prod=32.10 m2/hour, 0.125MH/m2, 8.03 m2/MH, 60.00 hour
Install Wool Batt Insulation 1.00 EA 34
Carpenter Foreman 1.0 12.00 720
Carpenter 2.0 8.00 960
Carpenter Helper 1.0 6.00 360
Wall (T=50) 2,022.6 m2 12.00 24,271
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
12530000 EXPANSION JOINT/CAULKING 602.80 m 318 2,546 18,988 21,534
0.53 4.22 31.50 35.72
000010 EXPANSION JOINT/CAULKING 602.80 m 318 2,546 18,988 21,534
0.53 4.22 31.50 35.72
Prod=11.36 m/hour, 0.088MH/m, 11.36 m/MH, 53.05 hour
Install Backer Rod 1.00 EA 8
Carpenter 1.0 8.00 424
Prod=2.27 m/hour, 0.440MH/m, 2.27 m/MH, 265.23 hour
Apply Joint Sealant 1.00 EA 8
Carpenter 1.0 8.00 2,122
Install Backer Rod 602.8 m 3.50 2,110
Apply Joint Sealant 602.8 m 28.00 16,878
12610000
i . . l li i i i - l i l
painting/Accessories/Grouting for the frames(If necessory),
i l ll l i
9.00 EA 140 1,010 20,160 21,170
15.56 112.22 2,240.00 2,352.22
000010
ize . x . eel o or on lig weig par i ion- n clu ing l y
painting/Accessories/Grouting for the frames(If necessory),
i l ll l i
9.00 EA 100 700 20,160 20,860
11.11 77.78 2,240.00 2,317.78
Prod=0.23 ea/hour, 8.889MH/ea, 0.11 ea/MH, 40.00 hour
Install Metal Door Frame 1.00 EA 14
Carpenter 1.0 8.00 320
Carpenter Helper 1.0 6.00 240
Prod=0.90 ea/hour, 2.222MH/ea, 0.45 ea/MH, 10.00 hour
Kick Plates 1.00 EA 14
Carpenter 1.0 8.00 80
Carpenter Helper 1.0 6.00 60
Prod=0.90 ea/hour, 0.000MH/ea, 0.00 ea/MH, 0.00 hour
Door Closures 1.00 EA 14
Carpenter 1.0 8.00 0
Carpenter Helper 1.0 6.00 0
STEEL DOOR(Size 0.8x2.1) Steel door on lightweight partition-Including Alkyd
painting/Accessories/Grouting for the frames(If necessory),
10mmTHK.(ext.)/3mmTHK(int.) Cold rolled sheet door leaf(Both sides)
& 100x65x2 Door frame 9.0 EA 2,240.00 20,160
000020 Paint Door & Frame (Primer + 2 coats) 9.00 EA 40 310 310
4.44 34.44 34.44
Prod=0.90 ea/hour, 4.444MH/ea, 0.23 ea/MH, 10.00 hour
Paint Door & Frame (Primer + 2 coats) 1.00 EA 31
Painter Foreman 1.0 11.00 110
Painter 2.0 7.00 140
Painter Helper 1.0 6.00 60
Paint Door & Frame (Primer + 2 coats) 9.0 EA 0.00 0
12610010(Size 1.0x2.2) Including Alkyd painting/Accessories/Grouting for the
frames(if necessary). 45mm thick, grade2, heavy dyty, model2,27.00 EA 475 3,426 83,160 86,586
17.59 126.90 3,080.00 3,206.90
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
000010(Size 1.0x2.2) Including Alkyd painting/Accessories/Grouting for the
frames(if necessary). 45mm thick, grade2, heavy dyty, model2,27.00 EA 340 2,380 83,160 85,540
12.59 88.15 3,080.00 3,168.15
Prod=0.18 ea/hour, 11.111MH/ea, 0.09 ea/MH, 150.00 hour
Install Metal Door Frame 1.00 EA 14
Carpenter 1.0 8.00 1,200
Carpenter Helper 1.0 6.00 900
Prod=1.35 ea/hour, 1.482MH/ea, 0.68 ea/MH, 20.00 hour
Kick Plates 1.00 EA 14
Carpenter 1.0 8.00 160
Carpenter Helper 1.0 6.00 120
Prod=0.90 ea/hour, 0.000MH/ea, 0.00 ea/MH, 0.00 hour
Door Closures 1.00 EA 14
Carpenter 1.0 8.00 0
Carpenter Helper 1.0 6.00 0STEEL DOOR
(Size 1.0x2.2) Including Alkyd painting/Accessories/Grouting for the
frames(if necessary). 45mm thick, grade2, heavy dyty, model2,
seamless design 1.5mm thick colorolled steel sheet faces 27.0 EA 3,080.00 83,160
000020 Paint Door & Frame (Primer + 2 coats) 27.00 EA 135 1,046 1,046
5.00 38.75 38.75
Prod=0.80 ea/hour, 5.000MH/ea, 0.20 ea/MH, 33.75 hour
Paint Door & Frame (Primer + 2 coats) 1.00 EA 31
Painter Foreman 1.0 11.00 371
Painter 2.0 7.00 473
Painter Helper 1.0 6.00 203
Paint Door & Frame (Primer + 2 coats) 27.0 EA 0.00 0
12610020(Size 1.1x2.2) Including Alkyd painting/Accessories/Grouting for the
frames(if necessary). 45mm thick, grade2, heavy dyty, model2,7.00 EA 131 940 23,716 24,656
18.65 134.31 3,388.00 3,522.31
000010(Size 1.1x2.2) Including Alkyd painting/Accessories/Grouting for the
frames(if necessary). 45mm thick, grade2, heavy dyty, model2,7.00 EA 96 669 23,716 24,385
13.65 95.56 3,388.00 3,483.56
Prod=0.18 ea/hour, 11.429MH/ea, 0.09 ea/MH, 40.00 hour
Install Metal Door Frame 1.00 EA 14
Carpenter 1.0 8.00 320
Carpenter Helper 1.0 6.00 240
Prod=0.90 ea/hour, 2.222MH/ea, 0.45 ea/MH, 7.78 hour
Kick Plates 1.00 EA 14
Carpenter 1.0 8.00 62
Carpenter Helper 1.0 6.00 47
Prod=0.70 ea/hour, 0.000MH/ea, 0.00 ea/MH, 0.00 hour
Door Closures 1.00 EA 14
Carpenter 1.0 8.00 0
Carpenter Helper 1.0 6.00 0
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
STEEL DOOR
(Size 1.1x2.2) Including Alkyd painting/Accessories/Grouting for the
frames(if necessary). 45mm thick, grade2, heavy dyty, model2,
seamless design 1.5mm thick colorolled steel sheet faces 7.0 EA 3,388.00 23,716
000020 Paint Door & Frame (Primer + 2 coats) 7.00 EA 35 271 271
5.00 38.75 38.75
Prod=0.80 ea/hour, 5.000MH/ea, 0.20 ea/MH, 8.75 hour
Paint Door & Frame (Primer + 2 coats) 1.00 EA 31
Painter Foreman 1.0 11.00 96
Painter 2.0 7.00 123
Painter Helper 1.0 6.00 53
Paint Door & Frame (Primer + 2 coats) 7.0 EA 0.00 0
12610030(Size 1.8x2.4)Including Alkyd painting/Accessories/Grouting for the
frames(if necessary),45mm thick,grade?,Heavy duty,model2,seamless2.00 EA 84 621 12,096 12,717
42.22 310.56 6,048.00 6,358.56
000010 (Size 1.8x2.4)Including Alkyd painting/Accessories/Grouting for theframes(if necessary),45mm thick,grade?,Heavy duty,model2,seamless 2.00 EA 44 311 12,096 12,407
22.22 155.56 6,048.00 6,203.56
Prod=0.10 ea/hour, 20.000MH/ea, 0.05 ea/MH, 20.00 hour
Install Metal Door Frame 1.00 EA 14
Carpenter 1.0 8.00 160
Carpenter Helper 1.0 6.00 120
Prod=0.90 ea/hour, 2.222MH/ea, 0.45 ea/MH, 2.22 hour
Kick Plates 1.00 EA 14
Carpenter 1.0 8.00 18
Carpenter Helper 1.0 6.00 13
Prod=0.90 ea/hour, 0.000MH/ea, 0.00 ea/MH, 0.00 hour
Door Closures 1.00 EA 14
Carpenter 1.0 8.00 0
Carpenter Helper 1.0 6.00 0
STEEL DOOR(Size 1.8x2.4)Including Alkyd painting/Accessories/Grouting for the
frames(if necessary),45mm thick,grade?,Heavy duty,model2,seamless
design 1.5mm thick cold rolled steel sheet faces 2.0 EA 6,048.00 12,096
000020 Paint Door & Frame (Primer + 2 coats) 2.00 EA 40 310 310
20.00 155.00 155.00
Prod=0.20 ea/hour, 20.000MH/ea, 0.05 ea/MH, 10.00 hour
Paint Door & Frame (Primer + 2 coats) 1.00 EA 31
Painter Foreman 1.0 11.00 110
Painter 2.0 7.00 140
Painter Helper 1.0 6.00 60
Paint Door & Frame (Primer + 2 coats) 2.0 EA 0.00 0
12610040(Size 2.2x2.6) Including Alkyd painting/Accessories/Grouting for the
frames(if necessary). 45mm thick, grade2, heavy dyty, model2,2.00 EA 104 776 16,016 16,792
52.22 388.06 8,008.00 8,396.06
000010 (Size 2.2x2.6) Including Alkyd painting/Accessories/Grouting for theframes(if necessary). 45mm thick, grade2, heavy dyty, model2,
2.00 EA 44 311 16,016 16,327
22.22 155.56 8,008.00 8,163.56
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Prod=0.10 ea/hour, 20.000MH/ea, 0.05 ea/MH, 20.00 hour
Install Metal Door Frame 1.00 EA 14
Carpenter 1.0 8.00 160
Carpenter Helper 1.0 6.00 120
Prod=0.90 ea/hour, 2.222MH/ea, 0.45 ea/MH, 2.22 hour
Kick Plates 1.00 EA 14
Carpenter 1.0 8.00 18
Carpenter Helper 1.0 6.00 13
Prod=0.90 ea/hour, 0.000MH/ea, 0.00 ea/MH, 0.00 hour
Door Closures 1.00 EA 14
Carpenter 1.0 8.00 0
Carpenter Helper 1.0 6.00 0
STEEL DOOR
(Size 2.2x2.6) Including Alkyd painting/Accessories/Grouting for the
frames(if necessary). 45mm thick, grade2, heavy dyty, model2,seamless design 1.5mm thick colorolled steel sheet faces 2.0 EA 8,008.00 16,016
000020 Paint Door & Frame (Primer + 2 coats) 2.00 EA 60 465 465
30.00 232.50 232.50
Prod=0.13 ea/hour, 30.000MH/ea, 0.03 ea/MH, 15.00 hour
Paint Door & Frame (Primer + 2 coats) 1.00 EA 31
Painter Foreman 1.0 11.00 165
Painter 2.0 7.00 210
Painter Helper 1.0 6.00 90
Paint Door & Frame (Primer + 2 coats) 2.0 EA 0.00 0
12610050(Size 2.7x3.1) Including Alkyd painting/Accessories/Grouting for the
frames(if necessary). 45mm thick, grade2, heavy dyty, model2,2.00 EA 144 1,071 23,436 24,507
72.22 535.56 11,718.00 12,253.56
000010(Size 2.7x3.1) Including Alkyd painting/Accessories/Grouting for the
frames(if necessary). 45mm thick, grade2, heavy dyty, model2,2.00 EA 64 451 23,436 23,887
32.22 225.56 11,718.00 11,943.56
Prod=0.07 ea/hour, 30.000MH/ea, 0.03 ea/MH, 30.00 hour
Install Metal Door Frame 1.00 EA 14
Carpenter 1.0 8.00 240
Carpenter Helper 1.0 6.00 180
Prod=0.90 ea/hour, 2.222MH/ea, 0.45 ea/MH, 2.22 hour
Kick Plates 1.00 EA 14
Carpenter 1.0 8.00 18
Carpenter Helper 1.0 6.00 13
Prod=0.90 ea/hour, 0.000MH/ea, 0.00 ea/MH, 0.00 hour
Door Closures 1.00 EA 14
Carpenter 1.0 8.00 0
Carpenter Helper 1.0 6.00 0
STEEL DOOR
(Size 2.7x3.1) Including Alkyd painting/Accessories/Grouting for the
frames(if necessary). 45mm thick, grade2, heavy dyty, model2,seamless design 1.5mm thick colorolled steel sheet faces 2.0 EA 11,718.00 23,436
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
000020 Paint Door & Frame (Primer + 2 coats) 2.00 EA 80 620 620
40.00 310.00 310.00
Prod=0.10 ea/hour, 40.000MH/ea, 0.03 ea/MH, 20.00 hour
Paint Door & Frame (Primer + 2 coats) 1.00 EA 31
Painter Foreman 1.0 11.00 220
Painter 2.0 7.00 280
Painter Helper 1.0 6.00 120
Paint Door & Frame (Primer + 2 coats) 2.0 EA 0.00 0
12620000TEMPERED GLASS DOOR
1.8*2.1 W/ACCESSORIES1.00 EA 25 210 9,450 9,660
25.00 210.00 9,450.00 9,660.00
000010TEMPERED GLASS DOOR
1.8*2.1 W/ACCESSORIES1.00 EA 25 210 9,450 9,660
25.00 210.00 9,450.00 9,660.00
Prod=0.76 m2/hour, 6.614MH/m2, 0.15 m2/MH, 5.00 hour
TEMPERED GLASS DOOR1.8*2.1 W/ACCESSORIES
1.00 EA 42
Glazier Foreman 1.0 12.00 60
Glazier 3.0 8.00 120
Glazier Helper 1.0 6.00 30
1.8*2.1 W/ACCESSORIES 1.0 EA 9,450.00 9,450
12620010TEMPERED GLASS DOOR2.0 X 2.4 W/ACCESORRIES
1.00 EA 75 630 12,000 12,630
75.00 630.00 12,000.00 12,630.00
000010TEMPERED GLASS DOOR2.0 X 2.4 W/ACCESORRIES
1.00 EA 75 630 12,000 12,630
75.00 630.00 12,000.00 12,630.00
Prod=0.32 m2/hour, 15.625MH/m2, 0.06 m2/MH, 15.00 hour
TEMPERED GLASS DOOR2.0 X 2.4 W/ACCESORRIES
1.00 EA 42
Glazier Foreman 1.0 12.00 180
Glazier 3.0 8.00 360
Glazier Helper 1.0 6.00 90
2.0 X 2.4 W/ACCESORRIES 1.0 EA 12,000.00 12,000
12620020TEMPERED GLASS DOOR
1.8 X 2.7 W/ACCESSORIES2.00 EA 100 840 24,300 25,140
50.00 420.00 12,150.00 12,570.00
000010TEMPERED GLASS DOOR
1.8 X 2.7 W/ACCESSORIES2.00 EA 100 840 24,300 25,140
50.00 420.00 12,150.00 12,570.00
Prod=0.49 m2/hour, 10.288MH/m2, 0.10 m2/MH, 20.00 hour
TEMPERED GLASS DOOR1.80 X 2.7 W/ACCESORRIES
1.00 EA 42
Glazier Foreman 1.0 12.00 240
Glazier 3.0 8.00 480
Glazier Helper 1.0 6.00 120
1.8 X 2.7 W/ACCESSORIES 2.0 EA 12,150.00 24,300
12630000 (Size 1.0x2.2) Resisting against 2ton/m2(suction),including door
i
3.00 EA 320 2,660 60,000 62,660
106.67 886.67 20,000.00 20,886.67
000010 (Size 1.0x2.2) Resisting against 2ton/m2(suction),including doori
3.00 EA 240 2,040 60,000 62,040
80.00 680.00 20,000.00 20,680.00
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Prod=0.05 ea/hour, 80.000MH/ea, 0.01 ea/MH, 60.00 hour
(Size 1.0x2.2) Resisting against 2ton/m2(suction),including door 1.00 EA 34
Carpenter Foreman 1.0 12.00 720
Carpenter 2.0 8.00 960
Carpenter Helper 1.0 6.00 360
BLAST RESISTANT DOOR(Size 1.0x2.2) Resisting against 2ton/m2(suction),including door
accessories 3.0 EA 20,000.00 60,000
000020 Paint Door & Frame (Primer + 2 coats) 3.00 EA 80 620 620
26.67 206.67 206.67
Prod=0.15 ea/hour, 26.667MH/ea, 0.04 ea/MH, 20.00 hour
Paint Door & Frame (Primer + 2 coats) 1.00 EA 31
Painter Foreman 1.0 11.00 220
Painter 2.0 7.00 280
Painter Helper 1.0 6.00 120Paint Door & Frame (Primer + 2 coats) 3.0 EA 0.00 0
12630010 (Size 2.0x2.4) Resisting against 2ton/m2(suction),including doori
1.00 EA 180 1,485 75,000 76,485
180.00 1,485.00 75,000.00 76,485.00
000010 (Size 2.0x2.4) Resisting against 2ton/m2(suction),including door
i
1.00 EA 120 1,020 75,000 76,020
120.00 1,020.00 75,000.00 76,020.00
Prod=0.03 ea/hour, 120.000MH/ea, 0.01 ea/MH, 30.00 hour
(Size 2.0x2.4) Resisting against 2ton/m2(suction),including door 1.00 EA 34
Carpenter Foreman 1.0 12.00 360
Carpenter 2.0 8.00 480Carpenter Helper 1.0 6.00 180
BLAST RESISTANT DOOR
(Size 2.0x2.4) Resisting against 2ton/m2(suction),including door
accessories 1.0 EA 75,000.00 75,000
000020 Paint Door & Frame (Primer + 2 coats) 1.00 EA 60 465 465
60.00 465.00 465.00
Prod=0.07 ea/hour, 60.000MH/ea, 0.02 ea/MH, 15.00 hour
Paint Door & Frame (Primer + 2 coats) 1.00 EA 31
Painter Foreman 1.0 11.00 165Painter 2.0 7.00 210
Painter Helper 1.0 6.00 90
Paint Door & Frame (Primer + 2 coats) 1.0 EA 0.00 0
12640000 3 keys for each door, 3 keys for each building, 3 keys for each group, 3 61.00 EA 200 1,400 57,950 59,350
3.28 22.95 950.00 972.95
000010 3 keys for each door, 3 keys for each building, 3 keys for each group, 3 61.00 EA 200 1,400 57,950 59,350
3.28 22.95 950.00 972.95
Prod=0.61 ea/hour, 3.279MH/ea, 0.31 ea/MH, 100.00 hour
Lock Set Standard 1.00 EA 14Carpenter 1.0 8.00 800
Carpenter Helper 1.0 6.00 600
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
LOCK SET
3 keys for each door, 3 keys for each building, 3 keys for each group, 3
keys for master 61.0 EA 950.00 57,950
12640010DOOR CLOSERFOR GENERAL USE K-1630, for Heavy duty steel door"
61.00 EA 136 949 36,600 37,549
2.22 15.56 600.00 615.56
000010 DOOR CLOSERFOR GENERAL USE K-1630, for Heavy duty steel door"
61.00 EA 136 949 36,600 37,549
2.22 15.56 600.00 615.56
Prod=0.90 ea/hour, 2.222MH/ea, 0.45 ea/MH, 67.78 hour
Door Closures 1.00 EA 14
Carpenter 1.0 8.00 542
Carpenter Helper 1.0 6.00 407
DOOR CLOSER
FOR GENERAL USE K-1630, for Heavy duty steel door" 61.0 EA 600.00 36,600
12640020DOOR STOP
FOR OPERATED FRICTION DOOR HOLDER61.00 EA 49 342 3,660 4,002
0.80 5.60 60.00 65.60
000010DOOR STOP
FOR OPERATED FRICTION DOOR HOLDER61.00 EA 49 342 3,660 4,002
0.80 5.60 60.00 65.60
Prod=2.50 ea/hour, 0.800MH/ea, 1.25 ea/MH, 24.40 hour
Door Stops 1.00 EA 14
Carpenter 1.0 8.00 195
Carpenter Helper 1.0 6.00 146
Door Stops 61.0 EA 60.00 3,660
12640030
PANIC DEVICE
Stainless steel 18.00 EA 90 630 180,000 180,6305.00 35.00 10,000.00 10,035.00
000010PANIC DEVICE
Stainless steel18.00 EA 90 630 180,000 180,630
5.00 35.00 10,000.00 10,035.00
Prod=0.40 ea/hour, 5.000MH/ea, 0.20 ea/MH, 45.00 hour
PANIC DEVICEStainless steel
1.00 EA 14
Carpenter 1.0 8.00 360
Carpenter Helper 1.0 6.00 270
Stainless steel 18.0 EA 10,000.00 180,000
12640040 PIVOT HINGE 7.00 SET 20 140 3,500 3,640
2.86 20.00 500.00 520.00
000010 PIVOT HINGE 7.00 SET 20 140 3,500 3,640
2.86 20.00 500.00 520.00
Prod=0.70 ea/hour, 2.857MH/ea, 0.35 ea/MH, 10.00 hour
PIVOT HINGE 1.00 EA 14
Carpenter 1.0 8.00 80
Carpenter Helper 1.0 6.00 60
PIVOT HINGE 7.0 SET 500.00 3,500
12640050 DOOR KNOB 1.00 EA 3 23 950 973
3.28 22.95 950.00 972.95
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
000010 DOOR KNOB 1.00 EA 3 23 950 973
3.28 22.95 950.00 972.95
Prod=0.61 ea/hour, 3.279MH/ea, 0.31 ea/MH, 1.64 hour
Lock Set Standard 1.00 EA 14
Carpenter 1.0 8.00 13Carpenter Helper 1.0 6.00 10
DOOR KNOB 1.0 EA 950.00 950
12650000
.
(Size 0.9x1.8) Including accessories Extruded aluminum complying
i ll
2.00 EA 20 140 8,100 8,240
10.00 70.00 4,050.00 4,120.00
000010
.
(Size 0.9x1.8) Including accessories Extruded aluminum complying
i ll
2.00 EA 20 140 8,100 8,240
10.00 70.00 4,050.00 4,120.00
Prod=0.32 m2/hour, 6.173MH/m2, 0.16 m2/MH, 10.00 hour
Install Aluminum Window 1.00 EA 14
Carpenter 1.0 8.00 80
Carpenter Helper 1.0 6.00 60
AL. WINDOW/FRAME
(Size 0.9x1.8) Including accessories Extruded aluminum complying
with ASTM B221 alloy 6063-T 2.0 EA 4,050.00 8,100
12650010
.
(Size 0.9x12) Including accessories Extruded aluminum complying withll
13.00 EA 1,400 9,800 351,000 360,800
107.69 753.85 27,000.00 27,753.85
000010.
(Size 0.9x12) Including accessories Extruded aluminum complying with
ll
13.00 EA 1,400 9,800 351,000 360,800
107.69 753.85 27,000.00 27,753.85
Prod=0.20 m2/hour, 9.972MH/m2, 0.10 m2/MH, 700.00 hour
Install Aluminum Window 1.00 EA 14
Carpenter 1.0 8.00 5,600
Carpenter Helper 1.0 6.00 4,200
AL. WINDOW/FRAME
(Size 0.9x12) Including accessories Extruded aluminum complying withASTM B221 alloy 6063-T5 13.0 EA 27,000.00 351,000
12650020
.
(Size 1.2x0.6) Including accessories Extruded aluminum complying
i ll
1.00 EA 10 70 1,800 1,870
10.00 70.00 1,800.00 1,870.00
000010
.
(Size 1.2x0.6) Including accessories Extruded aluminum complying
i ll
1.00 EA 10 70 1,800 1,870
10.00 70.00 1,800.00 1,870.00
Prod=0.14 m2/hour, 13.889MH/m2, 0.07 m2/MH, 5.00 hour
Install Aluminum Window 1.00 EA 14
Carpenter 1.0 8.00 40
Carpenter Helper 1.0 6.00 30
AL. WINDOW/FRAME
(Size 1.2x0.6) Including accessories Extruded aluminum complying
with ASTM B221 alloy 6063-T 1.0 EA 1,800.00 1,800
12650030
.
(Size 0.9x12) Including accessories Extruded aluminum complying with
ll
3.00 EA 323 2,262 81,000 83,262
107.69 753.85 27,000.00 27,753.85
000010
.
(Size 0.9x12) Including accessories Extruded aluminum complying with
ll
3.00 EA 323 2,262 81,000 83,262
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
107.69 753.85 27,000.00 27,753.85
Prod=0.20 m2/hour, 9.972MH/m2, 0.10 m2/MH, 161.54 hour
Install Aluminum Window 1.00 EA 14
Carpenter 1.0 8.00 1,292
Carpenter Helper 1.0 6.00 969
AL. WINDOW/FRAME(Size 0.9x12) Including accessories Extruded aluminum complying with
ASTM B221 alloy 6063-T5 3.0 EA 27,000.00 81,000
12650040
.
(Size 1.2x1.5) Including accessories Extruded aluminum complying
i ll
3.00 EA 30 210 13,500 13,710
10.00 70.00 4,500.00 4,570.00
000010
.
(Size 1.2x1.5) Including accessories Extruded aluminum complying
i ll
3.00 EA 30 210 13,500 13,710
10.00 70.00 4,500.00 4,570.00
Prod=0.36 m2/hour, 5.556MH/m2, 0.18 m2/MH, 15.00 hour
Install Aluminum Window 1.00 EA 14
Carpenter 1.0 8.00 120
Carpenter Helper 1.0 6.00 90
AL. WINDOW/FRAME
(Size 1.2x1.5) Including accessories Extruded aluminum complying
with ASTM B221 alloy 6063-T 3.0 EA 4,500.00 13,500
12650050
.
(Size 1.2x3.0) Including accessories Extruded aluminum complyingi ll
3.00 EA 60 420 27,000 27,420
20.00 140.00 9,000.00 9,140.00
000010.
(Size 1.2x3.0) Including accessories Extruded aluminum complying
i ll
3.00 EA 60 420 27,000 27,420
20.00 140.00 9,000.00 9,140.00
Prod=0.36 m2/hour, 5.556MH/m2, 0.18 m2/MH, 30.00 hour
Install Aluminum Window 1.00 EA 14
Carpenter 1.0 8.00 240
Carpenter Helper 1.0 6.00 180
AL. WINDOW/FRAME
(Size 1.2x3.0) Including accessories Extruded aluminum complyingwith ASTM B221 alloy 6063-T 3.0 EA 9,000.00 27,000
12650060
.
(Size 2.0x1.5) Including accessories Extruded aluminum complying
i ll
2.00 EA 54 378 15,000 15,378
27.00 189.00 7,500.00 7,689.00
000010
.
(Size 2.0x1.5) Including accessories Extruded aluminum complying
i ll
2.00 EA 54 378 15,000 15,378
27.00 189.00 7,500.00 7,689.00
Prod=0.22 m2/hour, 9.000MH/m2, 0.11 m2/MH, 27.00 hour
Install Aluminum Window 1.00 EA 14
Carpenter 1.0 8.00 216
Carpenter Helper 1.0 6.00 162
AL. WINDOW/FRAME
(Size 2.0x1.5) Including accessories Extruded aluminum complying
with ASTM B221 alloy 6063-T 2.0 EA 7,500.00 15,000
12650070
.
(Size 0.9x3.0) Including accessories Extruded aluminum complying
i ll
2.00 EA 50 350 13,500 13,850
25.00 175.00 6,750.00 6,925.00
000010
.
(Size 0.9x3.0) Including accessories Extruded aluminum complyingi ll
2.00 EA 50 350 13,500 13,850
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
25.00 175.00 6,750.00 6,925.00
Prod=0.22 m2/hour, 9.259MH/m2, 0.11 m2/MH, 25.00 hour
Install Aluminum Window 1.00 EA 14
Carpenter 1.0 8.00 200
Carpenter Helper 1.0 6.00 150
AL. WINDOW/FRAME(Size 0.9x3.0) Including accessories Extruded aluminum complying
with ASTM B221 alloy 6063-T 2.0 EA 6,750.00 13,500
12650080
.
(Size 1.2x4.0) Including accessories Extruded aluminum complying
i ll
3.00 EA 80 560 36,000 36,560
26.67 186.67 12,000.00 12,186.67
000010
.
(Size 1.2x4.0) Including accessories Extruded aluminum complying
i ll
3.00 EA 80 560 36,000 36,560
26.67 186.67 12,000.00 12,186.67
Prod=0.36 m2/hour, 5.556MH/m2, 0.18 m2/MH, 40.00 hour
Install Aluminum Window 1.00 EA 14
Carpenter 1.0 8.00 320
Carpenter Helper 1.0 6.00 240
AL. WINDOW/FRAME
(Size 1.2x4.0) Including accessories Extruded aluminum complying
with ASTM B221 alloy 6063-T 3.0 EA 12,000.00 36,000
12650090
.
(Size 0.9x6.0) Including accessories Extruded aluminum complyingi ll
4.00 EA 180 1,260 54,000 55,260
45.00 315.00 13,500.00 13,815.00
000010.
(Size 0.9x6.0) Including accessories Extruded aluminum complying
i ll
4.00 EA 180 1,260 54,000 55,260
45.00 315.00 13,500.00 13,815.00
Prod=0.24 m2/hour, 8.333MH/m2, 0.12 m2/MH, 90.00 hour
Install Aluminum Window 1.00 EA 14
Carpenter 1.0 8.00 720
Carpenter Helper 1.0 6.00 540
AL. WINDOW/FRAME
(Size 0.9x6.0) Including accessories Extruded aluminum complyingwith ASTM B221 alloy 6063-T 4.0 EA 13,500.00 54,000
12660000CLEAR GLASS
Type I,Class 1, Quality Q4223.97 m2 500 4,200 201,573 205,773
2.23 18.75 900.00 918.75
000010CLEAR GLASS
Type I,Class 1, Quality Q4223.97 m2 500 4,200 201,573 205,773
2.23 18.75 900.00 918.75
Prod=2.24 m2/hour, 2.232MH/m2, 0.45 m2/MH, 100.00 hour
CLEAR GLASSType I,Class 1, Quality Q4
1.00 EA 42
Glazier Foreman 1.0 12.00 1,200
Glazier 3.0 8.00 2,400
Glazier Helper 1.0 6.00 600
Type I,Class 1, Quality Q4 224.0 m2 900.00 201,573
12660010PAIR GLASS
Tempered Glass 6T + Air space 13T + Clear Glass 6T16.39 m2 50 420 40,975 41,395
3.05 25.63 2,500.00 2,525.63
000010 PAIR GLASSTempered Glass 6T + Air space 13T + Clear Glass 6T
16.39 m2 50 420 40,975 41,395
3.05 25.63 2,500.00 2,525.63
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Prod=1.64 m2/hour, 3.051MH/m2, 0.33 m2/MH, 10.00 hour
PAIR GLASSTempered Glass 6T + Air space 13T + Clear Glass 6T
1.00 EA 42
Glazier Foreman 1.0 12.00 120
Glazier 3.0 8.00 240
Glazier Helper 1.0 6.00 60
Tempered Glass 6T + Air space 13T + Clear Glass 6T 16.4 m2 2,500.00 40,975
12660020WIRED GLASS
T=83.04 m2 10 84 3,648 3,732
3.29 27.63 1,200.00 1,227.63
000010WIRED GLASS
T=83.04 m2 10 84 3,648 3,732
3.29 27.63 1,200.00 1,227.63
000010PAIR GLASS
Tempered Glass 6T + Air space 13T + Clear Glass 6T3.04 m2 10 84 3,648 3,732
3.29 27.63 1,200.00 1,227.63
Prod=1.52 m2/hour, 3.290MH/m2, 0.30 m2/MH, 2.00 hour
PAIR GLASSTempered Glass 6T + Air space 13T + Clear Glass 6T 1.00 EA 42
Glazier Foreman 1.0 12.00 24
Glazier 3.0 8.00 48
Glazier Helper 1.0 6.00 12
T=8 3.0 m2 1,200.00 3,648
12660030 TEMPERED GLASS 13.70 m2 42 351 24,660 25,011
3.05 25.63 1,800.00 1,825.63
000010 TEMPERED GLASS 13.70 m2 42 351 24,660 25,011
3.05 25.63 1,800.00 1,825.63
Prod=1.64 m2/hour, 3.051MH/m2, 0.33 m2/MH, 8.36 hour
TEMPERED GLASS 1.00 EA 42
Glazier Foreman 1.0 12.00 100
Glazier 3.0 8.00 201
Glazier Helper 1.0 6.00 50
TEMPERED GLASS 13.7 m2 1,800.00 24,660
12660040DAMP PROOFING MIRROR
For toilet8.19 m2 20 168 4,095 4,263
2.44 20.51 500.00 520.51
000010DAMP PROOFING MIRROR
For toilet8.19 m2 20 168 4,095 4,263
2.44 20.51 500.00 520.51Prod=2.05 m2/hour, 2.442MH/m2, 0.41 m2/MH, 4.00 hour
DAMP PROOFING MIRRORFor toilet
1.00 EA 42
Glazier Foreman 1.0 12.00 48
Glazier 3.0 8.00 96
Glazier Helper 1.0 6.00 24
For toilet 8.2 m2 500.00 4,095
12670000SHUTTER (ELECTRICAL)
(Size 1.8x2.5) Steel, Galv.1.00 EA 80 680 8,065 8,745
80.00 680.00 8,065.00 8,745.00
000010
SHUTTER (ELECTRICAL)
(Size 1.8x2.5) Steel, Galv. 1.00 EA 80 680 8,065 8,74580.00 680.00 8,065.00 8,745.00
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Prod=0.05 ea/hour, 80.000MH/ea, 0.01 ea/MH, 20.00 hour
Vertical Lift Door 1.00 EA 34
Carpenter Foreman 1.0 12.00 240
Carpenter 2.0 8.00 320
Carpenter Helper 1.0 6.00 120
(Size 1.8x2.5) Steel, Galv. 1.0 EA 8,065.00 8,065
12670010SHUTTER (ELECTRICAL)
3.0x3.5 (Steel Galvanized)4.00 EA 360 3,060 75,272 78,332
90.00 765.00 18,818.00 19,583.00
000010SHUTTER (ELECTRICAL)
3.0x3.5 (Steel Galvanized)4.00 EA 360 3,060 75,272 78,332
90.00 765.00 18,818.00 19,583.00
Prod=0.04 ea/hour, 90.000MH/ea, 0.01 ea/MH, 90.00 hour
Vertical Lift Door 1.00 EA 34
Carpenter Foreman 1.0 12.00 1,080
Carpenter 2.0 8.00 1,440
Carpenter Helper 1.0 6.00 540
3.0x3.5 (Steel Galvanized) 4.0 EA 18,818.00 75,272
12670020SHUTTER (ELECTRICAL)
3.0x3.5 (Steel Galvanized)1.00 EA 90 765 18,818 19,583
90.00 765.00 18,818.00 19,583.00
000010SHUTTER (ELECTRICAL)3.0x3.5 (Steel Galvanized)
1.00 EA 90 765 18,818 19,583
90.00 765.00 18,818.00 19,583.00
Prod=0.04 ea/hour, 90.000MH/ea, 0.01 ea/MH, 22.50 hour
Vertical Lift Door 1.00 EA 34
Carpenter Foreman 1.0 12.00 270Carpenter 2.0 8.00 360
Carpenter Helper 1.0 6.00 135
3.0x3.5 (Steel Galvanized) 1.0 EA 18,818.00 18,818
12670030SHUTTER (ELECTRICAL)
(Size 4.0x4.0) Steel, Galv.5.00 EA 720 6,120 143,375 149,495
144.00 1,224.00 28,675.00 29,899.00
Prod=0.03 ea/hour, 144.000MH/ea, 0.01 ea/MH, 180.00 hour
Vertical Lift Door 1.00 EA 34
Carpenter Foreman 1.0 12.00 2,160
Carpenter 2.0 8.00 2,880Carpenter Helper 1.0 6.00 1,080
(Size 4.0x4.0) Steel, Galv. 5.0 EA 28,675.00 143,375
12680000LOUVER(AL)
(Size 1.2x1.2) Including accessories36.00 EA 280 1,960 129,600 131,560
7.78 54.44 3,600.00 3,654.44
000010LOUVER(AL)
(Size 1.2x1.2) Including accessories36.00 EA 280 1,960 129,600 131,560
7.78 54.44 3,600.00 3,654.44
Prod=0.37 m2/hour, 5.401MH/m2, 0.19 m2/MH, 140.00 hour
Install Aluminum Window 1.00 EA 14
Carpenter 1.0 8.00 1,120Carpenter Helper 1.0 6.00 840
(Size 1.2x1.2) Including accessories 36.0 EA 3,600.00 129,600
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Install Metal Studs 20-25 ga 600 (24") c-c 1.00 EA 34
Carpenter Foreman 1.0 12.00 1,404
Carpenter 2.0 8.00 1,871
Carpenter Helper 1.0 6.00 702
Install Metal Studs 20-25 ga 600 (24") c-c 2,196.5 m2 20.00 43,930
12720010 GYPSUM BOARD 41.90 m2 25 210 4,268 4,477
0.59 5.01 101.85 106.86
00001016mm,for wall,including 22 gage steel stud frame(64) & runner & bead& sealant on the other side of the steel framed metal sheet wall
41.90 m2 11 90 2,860 2,949
0.25 2.14 68.25 70.39
Prod=15.87 m2/hour, 0.252MH/m2, 3.97 m2/MH, 2.64 hour
Drywall to Walls 15mm (5/8") Taped & Finished 1.00 EA 34
Carpenter Foreman 1.0 12.00 32
Carpenter 2.0 8.00 42
Carpenter Helper 1.0 6.00 16
GYPSUM BOARD 44.0 m2 65.00 2,860
000020 Install Metal Studs 20-25 ga 600 (24") c-c 41.90 m2 9 76 880 956
0.21 1.81 21.00 22.81
Prod=18.78 m2/hour, 0.213MH/m2, 4.69 m2/MH, 2.23 hour
Install Metal Studs 20-25 ga 600 (24") c-c 1.00 EA 34
Carpenter Foreman 1.0 12.00 27
Carpenter 2.0 8.00 36
Carpenter Helper 1.0 6.00 13
Install Metal Studs 20-25 ga 600 (24") c-c 44.0 m2 20.00 880
000030 ROCK WOOLWall (T=50)
41.90 m2 5 44 528 572
0.12 1.06 12.60 13.66
Prod=32.10 m2/hour, 0.125MH/m2, 8.03 m2/MH, 1.31 hour
Install Wool Batt Insulation 1.00 EA 34
Carpenter Foreman 1.0 12.00 16
Carpenter 2.0 8.00 21
Carpenter Helper 1.0 6.00 8
Wall (T=50) 44.0 m2 12.00 528
12720020 GYPSUM PARTITION 7.04 m2 4 35 673 708
0.59 5.01 95.60 100.61
000010 GYPSUM PARTITION 7.04 m2 2 15 444 459
0.25 2.14 63.00 65.14
Prod=15.87 m2/hour, 0.252MH/m2, 3.97 m2/MH, 0.44 hour
Drywall to Walls 15mm (5/8") Taped & Finished 1.00 EA 34
Carpenter Foreman 1.0 12.00 5
Carpenter 2.0 8.00 7
Carpenter Helper 1.0 6.00 3
GYPSUM PARTITION 7.4 m2 60.00 444
000020 Install Metal Studs 20-25 ga 600 (24") c-c 7.04 m2 1 13 141 154
0.21 1.81 20.00 21.81
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Prod=18.78 m2/hour, 0.213MH/m2, 4.69 m2/MH, 0.37 hour
Install Metal Studs 20-25 ga 600 (24") c-c 1.00 EA 34
Carpenter Foreman 1.0 12.00 4
Carpenter 2.0 8.00 6
Carpenter Helper 1.0 6.00 2
Install Metal Studs 20-25 ga 600 (24") c-c 7.0 m2 20.00 141
000030ROCK WOOL
Wall (T=50)7.04 m2 1 7 89 96
0.12 1.06 12.60 13.66
Prod=32.10 m2/hour, 0.125MH/m2, 8.03 m2/MH, 0.22 hour
Install Wool Batt Insulation 1.00 EA 34
Carpenter Foreman 1.0 12.00 3
Carpenter 2.0 8.00 4
Carpenter Helper 1.0 6.00 1
Wall (T=50) 7.4 m2 12.00 89
12730000 Heavy duty expanded metal mesh - Hot dip galvanized(excluding the
l l ~
187.22 m2 231 1,619 117,949 119,567
1.24 8.65 630.00 638.65
000010 Heavy duty expanded metal mesh - Hot dip galvanized(excluding the
l l ~
187.22 m2 231 1,619 117,949 119,567
1.24 8.65 630.00 638.65
Prod=1.62 ea/hour, 1.235MH/ea, 0.81 ea/MH, 115.61 hour
Heavy duty expanded metal mesh - Hot dip galvanized(excluding the
~1.00 EA 14
Carpenter 1.0 8.00 925
Carpenter Helper 1.0 6.00 694
METAL LATH
Heavy duty expanded metal mesh - Hot dip galvanized(excluding thesteel frames),removable, 8~12 gage 13mm Max.gap 196.6 m2 600.00 117,949
12730010 CEMENT MORTAR 1,522.98 m2 2,132 17,768 1,898 33,506 53,171
1.40 11.67 1.25 22.00 34.91
000010 CEMENT MORTAR 1,522.98 m2 2,132 17,768 1,898 33,506 53,171
1.40 11.67 1.25 22.00 34.91
Prod=4.29 m2/hour, 1.400MH/m2, 0.71 m2/MH, 355.36 hour
CEMENT MORTAR 1.00 EA 55.34
Mason Foreman 1.0 12.00 4,264
Mason 4.0 8.00 11,372
Mason Helper 1.0 6.00 2,132
Cement Mixer 1.0 5.34 1,898
, Floor 60mm 1,523.0 m2 22.00 33,506
12730020 CEMENT MORTAR 4,408.77 m2 6,172 51,436 5,493 5,175 17,217 79,321
1.40 11.67 1.25 1.17 3.91 17.99
000010 CEMENT MORTAR 4,408.77 m2 6,172 51,436 5,493 5,175 17,217 79,321
1.40 11.67 1.25 1.17 3.91 17.99
Prod=4.29 m2/hour, 1.400MH/m2, 0.71 m2/MH, 1,028.71 hour
CEMENT MORTAR 1.00 EA 55.34
Mason Foreman 1.0 12.00 12,345
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Mason 4.0 8.00 32,919
Mason Helper 1.0 6.00 6,172
Cement Mixer 1.0 5.34 5,493
Clean sand for plastering 184.8 m3 28.00 5,175
Cement Bag (40 kg) portland type 10 1,012.8 Bag 17.00 17,217
12730030 CEMENT MORTAR 2,415.71 m2 3,382 28,183 3,010 2,835 9,434 43,463
1.40 11.67 1.25 1.17 3.91 17.99
000010 CEMENT MORTAR 2,415.71 m2 3,382 28,183 3,010 2,835 9,434 43,463
1.40 11.67 1.25 1.17 3.91 17.99
Prod=4.29 m2/hour, 1.400MH/m2, 0.71 m2/MH, 563.67 hour
CEMENT MORTAR 1.00 EA 55.34
Mason Foreman 1.0 12.00 6,764
Mason 4.0 8.00 18,037
Mason Helper 1.0 6.00 3,382
Cement Mixer 1.0 5.34 3,010
Clean sand for plastering 101.3 m3 28.00 2,835
Cement Bag (40 kg) portland type 10 554.9 Bag 17.00 9,434
12730040LEVELLING MORTAR
For roof963.60 m2 1,156 9,636 23,126 32,762
1.20 10.00 24.00 34.00
000010LEVELLING MORTAR
For roof963.60 m2 1,156 9,636 23,126 32,762
1.20 10.00 24.00 34.00
Prod=5.00 m2/hour, 1.200MH/m2, 0.83 m2/MH, 192.72 hour
CEMENT MORTAR 1.00 EA 50
Mason Foreman 1.0 12.00 2,313
Mason 4.0 8.00 6,167Mason Helper 1.0 6.00 1,156
For roof 963.6 m2 24.00 23,126
12730050 STEEL TROWEL FINISH 1,944.42 m2 194 2,136 2,282 7,593 12,011
0.10 1.10 1.17 3.91 6.18
000010 STEEL TROWEL FINISH 1,944.42 m2 194 2,136 2,282 7,593 12,011
0.10 1.10 1.17 3.91 6.18
Prod=20.03 m2/hour, 0.100MH/m2, 10.01 m2/MH, 97.08 hour
Finish Concrete with Trowel 1.00 EA 22
Cement Finisher 2.0 11.00 2,136
Clean sand for topping 81.5 m3 28.00 2,282
Cement Bag (40 kg) portland type 10 446.7 Bag 17.00 7,593
12730060 Metallic,aggregate dry-shake floor hardener(including water soluble
i i ili i i
752.25 m2 150 1,705 201 22,568 24,473
0.20 2.27 0.27 30.00 32.53
000010 Metallic,aggregate dry-shake floor hardener(including water soluble
i i ili i i
752.25 m2 150 1,705 201 22,568 24,473
0.20 2.27 0.27 30.00 32.53
Prod=15.00 m2/hour, 0.200MH/m2, 5.00 m2/MH, 50.15 hour
Power Finish Concrete & Apply Hardener 1.00 EA 38
Cement Finisher Foreman 1.0 12.00 602
Cement Finisher 2.0 11.00 1,103
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Concrete Power Trowel-Walker 1.0 4.00 201
HARDENER
Metallic,aggregate dry-shake floor hardener(including water solubleinorganic silicate based compound finish) 752.3 m2 30.00 22,568
12730070 MORTAR GROUTING AROUND WINDOW FRAME 38.64 m 12 98 966 1,064
0.32 2.53 25.00 27.53000010 MORTAR GROUTING AROUND WINDOW FRAME 38.64 m2 12 98 966 1,064
0.32 2.53 25.00 27.53
Prod=3.16 m/hour, 0.316MH/m, 3.16 m/MH, 12.22 hour
MORTAR GROUTING AROUND WINDOW FRAME 1.00 EA 8
Mason 1.0 8.00 98
MORTAR GROUTING AROUND WINDOW FRAME 38.6 Lm 25.00 966
12740000 15x600x600 - For ceiling,including paint including the 2% of the spare
i l l
888.95 m2 189 1,609 65,338 66,947
0.21 1.81 73.50 75.31
000010 15x600x600 - For ceiling,including paint including the 2% of the spare
i l l
888.95 m2 189 1,609 65,338 66,947
0.21 1.81 73.50 75.31
Prod=18.78 m2/hour, 0.213MH/m2, 4.69 m2/MH, 47.34 hour
AcousticCeiling Boards 1.00 EA 34
Carpenter Foreman 1.0 12.00 568
Carpenter 2.0 8.00 757
Carpenter Helper 1.0 6.00 284
ACOUSTIC BOARD15x600x600 - For ceiling,including paint including the 2% of the spare
material supply 933.4 m2 70.00 65,338
12740010CEILING SYSTEM 2
Lightweight ceiling frame - T bar407.10 m2 20 173 6,412 6,585
0.05 0.43 15.75 16.18
000010CEILING SYSTEM 2Lightweight ceiling frame - T bar
407.10 m2 20 173 6,412 6,585
0.05 0.43 15.75 16.18
Prod=80.00 m2/hour, 0.050MH/m2, 20.00 m2/MH, 5.09 hour
T-Bar Suspension System 1.00 EA 34
Carpenter Foreman 1.0 12.00 61
Carpenter 2.0 8.00 81
Carpenter Helper 1.0 6.00 31
Lightweight ceiling frame - T bar 427.5 m2 15.00 6,412
12740020CEILING SYSTEM 2
Lightweight ceiling frame - M bar481.85 m2 24 205 10,119 10,324
0.05 0.43 21.00 21.43
000010CEILING SYSTEM 2
Lightweight ceiling frame - M bar481.85 m2 24 205 10,119 10,324
0.05 0.43 21.00 21.43
Prod=80.00 m2/hour, 0.050MH/m2, 20.00 m2/MH, 6.02 hour
T-Bar Suspension System 1.00 EA 34
Carpenter Foreman 1.0 12.00 72
Carpenter 2.0 8.00 96Carpenter Helper 1.0 6.00 36
Lightweight ceiling frame - M bar 505.9 m2 20.00 10,119
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
12750000CARPET TILE
Modular carpet tile43.70 m2 14 117 2,202 2,320
0.32 2.69 50.40 53.09
000010CARPET TILEModular carpet tile
43.70 m2 14 117 2,202 2,320
0.32 2.69 50.40 53.09
Prod=12.66 m2/hour, 0.316MH/m2, 3.17 m2/MH, 3.45 hour
Gluedown Carpet 1.00 EA 34
Carpet Layer Foreman 1.0 12.00 41
Carpet Layer 2.0 8.00 55
Carpet Layer Helper 1.0 6.00 21
Modular carpet tile 45.9 m2 48.00 2,202
12750010Rubber tile finish(H=600) - Galvanized steel frame filled with cement
grout H=600mm,including accessories & anchor bolt including the 2%354.20 m2 172,495 172,495
487.00 487.00
000010Rubber tile finish(H=600) - Galvanized steel frame filled with cement
grout H=600mm,including accessories & anchor bolt including the 2%354.20 m2 172,495 172,495
487.00 487.00
ACCESS FLOOR
Rubber tile finish(H=600) - Galvanized steel frame filled with cementgrout H=600mm,including accessories & anchor bolt including the 2%
of the spare material supply 354.2 m2 487.00 172,495
12750020 BASE BOARD VINYL (H=100) 597.10 m 215 1,824 25,078 26,902
0.36 3.05 42.00 45.05
000010 BASE BOARD VINYL (H=100) 597.10 m 215 1,824 25,078 26,902
0.36 3.05 42.00 45.05
Prod=11.13 m/hour, 0.359MH/m, 2.78 m/MH, 53.64 hour
BASE BOARD VINYL (H=100) 1.00 EA 34
Tile Layer Foreman 1.0 12.00 644
Tile Layer 2.0 8.00 858
Tile Layer Helper 1.0 6.00 322
BASE BOARD VINYL (H=100) 627.0 m 40.00 25,078
12760000On gypsum board - Fenomastic 04 flat emulsion w/Fenomastic 20
semi Gloss emulsion finish coat Acrylic emulsion Paint conforming to2,196.50 m2 6,240 48,360 76,878 125,238
2.84 22.02 35.00 57.02
000010On gypsum board - Fenomastic 04 flat emulsion w/Fenomastic 20
semi Gloss emulsion finish coat Acrylic emulsion Paint conforming to2,196.50 m2 6,240 48,360 76,878 125,238
2.84 22.02 35.00 57.02
Prod=1.41 m2/hour, 2.841MH/m2, 0.35 m2/MH, 1,560.00 hour
ACRYLIC PAINTDOOR & WINDOW, Polyamide, Oil Paint 2 Plies
1.00 EA 31
Painter Foreman 1.0 11.00 17,160
Painter 2.0 7.00 21,840
Painter Helper 1.0 6.00 9,360
DOOR & WINDOW, Polyamide, Oil Paint 2 Plies 2,196.5 m2 35.00 76,878
12760010ACRYLIC PAINT
DOOR & WINDOW, Polyamide, Oil Paint 2 Plies697.04 m2 2,080 16,120 24,396 40,516
2.98 23.13 35.00 58.13
000010ACRYLIC PAINT
DOOR & WINDOW, Polyamide, Oil Paint 2 Plies
697.04 m2 2,080 16,120 24,396 40,516
2.98 23.13 35.00 58.13
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
000010 Block filler & Fenomastic 04 flat emulsion Acrylic emulsion paint
i i i l i
2,415.71 m2 6,863 53,186 72,471 125,658
2.84 22.02 30.00 52.02
Prod=1.41 m2/hour, 2.841MH/m2, 0.35 m2/MH, 1,715.69 hour
Block filler & Fenomastic 04 flat emulsion Acrylic emulsion paint 1.00 EA 31
Painter Foreman 1.0 11.00 18,873Painter 2.0 7.00 24,020
Painter Helper 1.0 6.00 10,294
ACRYLIC PAINT
Block filler & Fenomastic 04 flat emulsion Acrylic emulsion paint
cinforming to SASO SSA 470 for Exterior emulsion 2,415.7 m2 30.00 72,471
12760060EPOXY COATINGT=0.2mm Dust-proofing
24.15 m2 20 220 845 1,065
0.83 9.11 35.00 44.11
000010EPOXY COATING
T=0.2mm Dust-proofing24.15 m2 20 220 845 1,065
0.83 9.11 35.00 44.11
Prod=2.42 m2/hour, 0.828MH/m2, 1.21 m2/MH, 10.00 hourEPOXY COATINGT=0.2mm Dust-proofing
1.00 EA 22
Cement Finisher 2.0 11.00 220
T=0.2mm Dust-proofing 24.2 m2 35.00 845
12760070EPOXY COATING
T=0.2mm Dust-proofing4,396.40 m2 3,641 40,050 153,874 193,924
0.83 9.11 35.00 44.11
000010EPOXY COATING
T=0.2mm Dust-proofing4,396.40 m2 3,641 40,050 153,874 193,924
0.83 9.11 35.00 44.11
Prod=2.42 m2/hour, 0.828MH/m2, 1.21 m2/MH, 1,820.46 hour
EPOXY COATINGT=0.2mm Dust-proofing
1.00 EA 22
Cement Finisher 2.0 11.00 40,050
T=0.2mm Dust-proofing 4,396.4 m2 35.00 153,874
12760080EPOXY COATING
T=0.2mm For dust-proofing, under access floor279.45 m2 266 2,928 9,781 12,708
0.95 10.48 35.00 45.48
000010EPOXY COATING
T=0.2mm For dust-proofing, under access floor279.45 m2 266 2,928 9,781 12,708
0.95 10.48 35.00 45.48
Prod=2.10 m2/hour, 0.952MH/m2, 1.05 m2/MH, 133.07 hour
EPOXY COATINGT=0.2mm For dust-proofing, under access floor
1.00 EA 22
Cement Finisher 2.0 11.00 2,928
T=0.2mm For dust-proofing, under access floor 279.5 m2 35.00 9,781
12760090 Coaltar Epoxy,for U/G RC Surface,400micro (250mic.x 2plys) 5,252.81 m2 3,400 37,400 168,090 205,490
0.65 7.12 32.00 39.12
000010 Coaltar Epoxy,for U/G RC Surface,400micro (250mic.x 2plys) 5,252.81 m2 3,400 37,400 168,090 205,490
0.65 7.12 32.00 39.12
Prod=3.09 m2/hour, 0.647MH/m2, 1.54 m2/MH, 1,700.00 hour
Coaltar Epoxy,for U/G RC Surface,400micro (250mic.x 2plys) 1.00 EA 22
Cement Finisher 2.0 11.00 37,400
It Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Coaltar Epoxy,for U/G RC Surface,400micro (250mic.x 2plys) 5,252.8 m2 32.00 168,090
12760100URETHANE COATING
One Pack Moisture cured, 500micro 1 Ply769.43 m2 539 5,925 30,777 36,702
0.70 7.70 40.00 47.70
000010URETHANE COATING
One Pack Moisture cured, 500micro 1 Ply769.43 m2 539 5,925 30,777 36,702
0.70 7.70 40.00 47.70Prod=2.86 m2/hour, 0.700MH/m2, 1.43 m2/MH, 269.30 hour
URETHANE COATINGOne Pack Moisture cured, 500micro 1 Ply
1.00 EA 22
Cement Finisher 2.0 11.00 5,925
One Pack Moisture cured, 500micro 1 Ply 769.4 m2 40.00 30,777
12760110VINYL TILE
Resilient Vinyl Tile,300x300x3T,Homogenious type350.68 m2 186 1,580 18,411 19,991
0.53 4.51 52.50 57.01
000010VINYL TILE
Resilient Vinyl Tile,300x300x3T,Homogenious type350.68 m2 186 1,580 18,411 19,991
0.53 4.51 52.50 57.01
Prod=7.55 m2/hour, 0.530MH/m2, 1.89 m2/MH, 46.47 hour
Resilient Tile 1.00 EA 34
Tile Layer Foreman 1.0 12.00 558
Tile Layer 2.0 8.00 743
Tile Layer Helper 1.0 6.00 279
Resilient Vinyl Tile,300x300x3T,Homogenious type 368.2 m2 50.00 18,411
12760120BASE BOARD SELLAMIN PAINTbase board enamel paint(H=100)
667.87 m 240 2,040 6,679 8,719
0.36 3.05 10.00 13.05
000010BASE BOARD SELLAMIN PAINT
base board enamel paint(H=100)
667.87 m 240 2,040 6,679 8,719
0.36 3.05 10.00 13.05
Prod=11.13 m/hour, 0.359MH/m, 2.78 m/MH, 60.00 hour
BASE BOARD SELLAMIN PAINTbase board enamel paint(H=100)
1.00 EA 34
Tile Layer Foreman 1.0 12.00 720
Tile Layer 2.0 8.00 960
Tile Layer Helper 1.0 6.00 360
base board enamel paint(H=100) 667.9 m 10.00 6,679
12760130 ARCRLIC PAINT (H=100) 163.30 m 59 499 1,306 1,805
0.36 3.05 8.00 11.05
000010 ARCRLIC PAINT (H=100) 163.30 m 59 499 1,306 1,805
0.36 3.05 8.00 11.05
Prod=11.13 m/hour, 0.359MH/m, 2.78 m/MH, 14.67 hour
ARCRLIC PAINT (H=100) 1.00 EA 34
Tile Layer Foreman 1.0 12.00 176
Tile Layer 2.0 8.00 235
Tile Layer Helper 1.0 6.00 88
ARCRLIC PAINT (H=100) 163.3 m 8.00 1,306
12760140 BASE BOARD EPOXY PAINT 22.99 m 8 70 276 346
0.36 3.05 12.00 15.05
Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
000010 BASE BOARD EPOXY PAINT 22.99 m 8 70 276 346
0.36 3.05 12.00 15.05
Prod=11.13 m/hour, 0.359MH/m, 2.78 m/MH, 2.07 hour
BASE BOARD EPOXY PAINT 1.00 EA 34
Tile Layer Foreman 1.0 12.00 25Tile Layer 2.0 8.00 33
Tile Layer Helper 1.0 6.00 12
BASE BOARD EPOXY PAINT 23.0 m 12.00 276
12800000TOILET PARTITION
Including partition door and accessories6.73 m2 30 300 13,460 13,760
4.46 44.58 2,000.00 2,044.58
000010TOILET PARTITION
Including partition door and accessories6.73 m2 30 300 13,460 13,760
4.46 44.58 2,000.00 2,044.58
Prod=0.67 ea/hour, 4.458MH/ea, 0.22 ea/MH, 10.00 hour
Toilet Partition 1.00 EA 30Specialties Foreman 1.0 12.00 120
Specialty Tradesman 1.0 10.00 100
Specialty Helper 1.0 8.00 80
Including partition door and accessories 6.7 m2 2,000.00 13,460
12800010 FRP SEPTIC TANK 1.00 EA 19 177 740 20,000 20,917
18.75 177.08 739.60 20,000.00 20,916.69
000010 FRP SEPTIC TANK 1.00 EA 19 177 740 20,000 20,917
18.75 177.08 739.60 20,000.00 20,916.69
Prod=0.48 ea/hour, 18.750MH/ea, 0.05 ea/MH, 2.08 hour
FRP SEPTIC TANK 1.00 EA 440.01
Equipment Operator Foreman 1.0 13.00 27
Crane Operator Class-A 1.0 12.00 25
Backhoe Operator 1.0 11.00 23
Loader Operator 1.0 11.00 23
Packer Operator 1.0 10.00 21
Labourer 1.0 5.00 10
Pipelayer 1.0 7.00 15
Topman 1.0 6.00 13
Rigger III 1.0 10.00 21
Loader, 966f 1.0 62.44 130
Excavator, Komatsu 1.0 62.56 130
22" Smooth Drum Manual (Bomag 55) 1.0 10.00 21Roller 1 Steel Drum 1.0 47.77 100
Telescopic Boom Mobile Crane, 70 Ton 1.0 158.82 331
Pick-up Double Cabin 1.0 13.42 28
FRP SEPTIC TANK 1.0 EA 20,000.00 20,000
12800020 FRP SEPTIC TANK 2.00 EA 38 354 1,479 40,000 41,833
18.75 177.08 739.60 20,000.00 20,916.69
000010 FRP SEPTIC TANK 2.00 EA 38 354 1,479 40,000 41,833
18.75 177.08 739.60 20,000.00 20,916.69
Prod=0.48 ea/hour, 18.750MH/ea, 0.05 ea/MH, 4.17 hour
FRP SEPTIC TANK 1.00 EA 440.01
Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
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Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost
Equipment Operator Foreman 1.0 13.00 54
Crane Operator Class-A 1.0 12.00 50
Backhoe Operator 1.0 11.00 46
Loader Operator 1.0 11.00 46
Packer Operator 1.0 10.00 42
Labourer 1.0 5.00 21
Pipelayer 1.0 7.00 29
Topman 1.0 6.00 25
Rigger III 1.0 10.00 42
Loader, 966f 1.0 62.44 260
Excavator, Komatsu 1.0 62.56 261
22" Smooth Drum Manual (Bomag 55) 1.0 10.00 42
Roller 1 Steel Drum 1.0 47.77 199
Telescopic Boom Mobile Crane, 70 Ton 1.0 158.82 662
Pick-up Double Cabin 1.0 13.42 56
FRP SEPTIC TANK 2.0 EA 20,000.00 40,000
12800030FRP SEPTIC TANK50 PERSON
1.00 EA 19 177 740 30,000 30,917
18.75 177.08 739.60 30,000.00 30,916.69
000010FRP SEPTIC TANK
50 PERSON1.00 EA 19 177 740 30,000 30,917
18.75 177.08 739.60 30,000.00 30,916.69
Prod=0.48 ea/hour, 18.750MH/ea, 0.05 ea/MH, 2.08 hour
FRP SEPTIC TANK50 PERSON
1.00 EA 440.01
Equipment Operator Foreman 1.0 13.00 27
Crane Operator Class-A 1.0 12.00 25
Backhoe Operator 1.0 11.00 23
Loader Operator 1.0 11.00 23
Packer Operator 1.0 10.00 21
Labourer 1.0 5.00 10
Pipelayer 1.0 7.00 15
Topman 1.0 6.00 13
Rigger III 1.0 10.00 21
Loader, 966f 1.0 62.44 130
Excavator, Komatsu 1.0 62.56 130
22" Smooth Drum Manual (Bomag 55) 1.0 10.00 21
Roller 1 Steel Drum 1.0 47.77 100
Telescopic Boom Mobile Crane, 70 Ton 1.0 158.82 331
Pick-up Double Cabin 1.0 13.42 28
50 PERSON 1.0 EA 30,000.00 30,000
12900000 CURTAIN BOX 11.22 m2 40 340 1,346 1,686
3.57 30.30 120.00 150.30
000010 CURTAIN BOX 11.22 m2 40 340 1,346 1,686
3.57 30.30 120.00 150.30
Prod=1.12 m2/hour, 3.565MH/m2, 0.28 m2/MH, 10.00 hour
CURTAIN BOX 1.00 EA 34
Carpenter Foreman 1.0 12.00 120
Carpenter 2.0 8.00 160
Carpenter Helper 1.0 6.00 60
CURTAIN BOX 11.2 m2 120.00 1,346