52- process plant buildings estimate detail

8/10/2019 52- Process Plant Buildings Estimate Detail

1/35

08/11/2009 2:45:17 PM Page No 1 of 35

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


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


Place Granular Backfill with 2.7 CY Loader 1.00 EA 181.41


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


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


2/35

08/11/2009 2:45:17 PM Page No 2 of 35



Place Granular Backfill with 2.7 CY Loader 1.00 EA 181.41


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


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


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


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


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


3/35

08/11/2009 2:45:17 PM Page No 3 of 35


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


Backfilling with Compaction 1.00 EA 77.39


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


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


4/35

08/11/2009 2:45:17 PM Page No 4 of 35


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


Set Strip Footing Forms 1.00 EA 60.28

Formsetter Foreman 0.1 14.00 9,149

Formsetter 4.0 8.00 160,864


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


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


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



Formsetter Foreman 0.1 14.00 888

Formsetter 2.0 8.00 7,804


Generator, 10-30 kva 1.0 6.65 3,244

Dyna truck, 2.5 ton 1.0 15.62 7,619



Formsetter Foreman 0.1 14.00 2,893Formsetter 4.0 8.00 50,860


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


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


5/35

08/11/2009 2:45:17 PM Page No 5 of 35


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


Place Concrete for Buildings with Crane 1.00 EA 75.88


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


Place Concrete for Buildings with Crane 1.00 EA 75.88


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



6/35

08/11/2009 2:45:17 PM Page No 6 of 35


Apply Concrete Curing Agent 1.00 EA 22


000030 Bituminous Coating 9,345.57 m2 1,869 11,215 11,215


Bituminous Coating 1.00 EA 24


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

-

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

-

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


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


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


Lay Concrete Block, 150mm (6") Thick 1.00 EA 55.34


7/35

08/11/2009 2:45:17 PM Page No 7 of 35


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


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


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



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




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


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


8/35

08/11/2009 2:45:17 PM Page No 8 of 35



above ground2.30 m2 31 235 87 414 736

13.67 102.37 37.84 180.00 320.20




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





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


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


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


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


9/35

08/11/2009 2:45:17 PM Page No 9 of 35


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


Set Large Anchor Bolts 1.00 EA 20

Carpenter 1.0 8.00 1,584


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


INSERT PLATEASTM A36

1.00 EA 246.48


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


10/35

08/11/2009 2:45:17 PM Page No 10 of 35



FAB. & INSTALL. OF MISC. STEEL 1.00 EA 246.48


Steel Fabrication Foreman 1.0 14.00 13,033


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


AL. MOULDING 1.00 EA 65.66

Steel Fabrication Foreman 1.0 14.00 604


Steel Fabricator Helper 2.0 6.00 518

400 Amp Diesel Welder 1.0 10.68 461


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


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


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


Non-shrink Grout 1.00 EA 22


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


11/35

08/11/2009 2:45:17 PM Page No 11 of 35


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


WATERPROOF MORTARFor wall,T=30

1.00 EA 34


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


WATERPROOF MORTAR 1.00 EA 34


Carpenter 2.0 8.00 2,314


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


LIQUID WATERPROOFINGFor floor & Wall

1.00 EA 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


Waterproof gypsum board(For wall), Waterproof plywood 9t + 1.00 EA 64

Labourer 4.0 5.00 1,000


Carpenter 4.0 8.00 1,600


12/35

08/11/2009 2:45:17 PM Page No 12 of 35


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


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


Apply Joint Sealant 1.00 EA 8


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


Install Backer Rod 1.00 EA 8


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


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


Install Wool Batt Insulation 1.00 EA 34




Wall (T=50) 2,022.6 m2 12.00 24,271


13/35

08/11/2009 2:45:17 PM Page No 13 of 35


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


Install Backer Rod 1.00 EA 8



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


i l ll l i

9.00 EA 100 700 20,160 20,860

11.11 77.78 2,240.00 2,317.78


Install Metal Door Frame 1.00 EA 14




Kick Plates 1.00 EA 14




Door Closures 1.00 EA 14



STEEL DOOR(Size 0.8x2.1) Steel door on lightweight partition-Including Alkyd


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


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


14/35

08/11/2009 2:45:17 PM Page No 14 of 35




12.59 88.15 3,080.00 3,168.15



Carpenter 1.0 8.00 1,200









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




Painter 2.0 7.00 473




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



13.65 95.56 3,388.00 3,483.56














15/35

08/11/2009 2:45:17 PM Page No 15 of 35


STEEL DOOR


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


5.00 38.75 38.75




Painter 2.0 7.00 123



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













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


20.00 155.00 155.00




Painter 2.0 7.00 140





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


16/35

08/11/2009 2:45:17 PM Page No 16 of 35














STEEL DOOR


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


30.00 232.50 232.50




Painter 2.0 7.00 210





72.22 535.56 11,718.00 12,253.56



32.22 225.56 11,718.00 11,943.56













STEEL DOOR


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


17/35

08/11/2009 2:45:17 PM Page No 17 of 35



40.00 310.00 310.00




Painter 2.0 7.00 280



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


1.8*2.1 W/ACCESSORIES1.00 EA 25 210 9,450 9,660

25.00 210.00 9,450.00 9,660.00


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


TEMPERED GLASS DOOR2.0 X 2.4 W/ACCESORRIES

1.00 EA 42


Glazier 3.0 8.00 360


2.0 X 2.4 W/ACCESORRIES 1.0 EA 12,000.00 12,000


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


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


TEMPERED GLASS DOOR1.80 X 2.7 W/ACCESORRIES

1.00 EA 42


Glazier 3.0 8.00 480


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


18/35

08/11/2009 2:45:17 PM Page No 18 of 35



(Size 1.0x2.2) Resisting against 2ton/m2(suction),including door 1.00 EA 34




BLAST RESISTANT DOOR(Size 1.0x2.2) Resisting against 2ton/m2(suction),including door

accessories 3.0 EA 20,000.00 60,000


26.67 206.67 206.67




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


(Size 2.0x2.4) Resisting against 2ton/m2(suction),including door 1.00 EA 34



BLAST RESISTANT DOOR

(Size 2.0x2.4) Resisting against 2ton/m2(suction),including door

accessories 1.0 EA 75,000.00 75,000


60.00 465.00 465.00



Painter Foreman 1.0 11.00 165Painter 2.0 7.00 210



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


Lock Set Standard 1.00 EA 14Carpenter 1.0 8.00 800



19/35

08/11/2009 2:45:17 PM Page No 19 of 35


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





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


Door Stops 1.00 EA 14



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


PANIC DEVICEStainless steel

1.00 EA 14



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


PIVOT HINGE 1.00 EA 14



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


20/35

08/11/2009 2:45:17 PM Page No 20 of 35


000010 DOOR KNOB 1.00 EA 3 23 950 973

3.28 22.95 950.00 972.95


Lock Set Standard 1.00 EA 14


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

.


i ll

2.00 EA 20 140 8,100 8,240

10.00 70.00 4,050.00 4,120.00


Install Aluminum Window 1.00 EA 14



AL. WINDOW/FRAME


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



Carpenter 1.0 8.00 5,600


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

.


i ll

1.00 EA 10 70 1,800 1,870

10.00 70.00 1,800.00 1,870.00

000010

.


i ll

1.00 EA 10 70 1,800 1,870

10.00 70.00 1,800.00 1,870.00





AL. WINDOW/FRAME



12650030

.


ll

3.00 EA 323 2,262 81,000 83,262

107.69 753.85 27,000.00 27,753.85

000010

.


ll

3.00 EA 323 2,262 81,000 83,262


21/35

08/11/2009 2:45:17 PM Page No 21 of 35


107.69 753.85 27,000.00 27,753.85



Carpenter 1.0 8.00 1,292


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

.


i ll

3.00 EA 30 210 13,500 13,710

10.00 70.00 4,500.00 4,570.00

000010

.


i ll

3.00 EA 30 210 13,500 13,710

10.00 70.00 4,500.00 4,570.00





AL. WINDOW/FRAME



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.


i ll

3.00 EA 60 420 27,000 27,420

20.00 140.00 9,000.00 9,140.00





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

.


i ll

2.00 EA 54 378 15,000 15,378

27.00 189.00 7,500.00 7,689.00

000010

.


i ll

2.00 EA 54 378 15,000 15,378

27.00 189.00 7,500.00 7,689.00





AL. WINDOW/FRAME



12650070

.


i ll

2.00 EA 50 350 13,500 13,850

25.00 175.00 6,750.00 6,925.00

000010

.


2.00 EA 50 350 13,500 13,850


22/35

08/11/2009 2:45:17 PM Page No 22 of 35


25.00 175.00 6,750.00 6,925.00





AL. WINDOW/FRAME(Size 0.9x3.0) Including accessories Extruded aluminum complying


12650080

.


i ll

3.00 EA 80 560 36,000 36,560

26.67 186.67 12,000.00 12,186.67

000010

.


i ll

3.00 EA 80 560 36,000 36,560

26.67 186.67 12,000.00 12,186.67





AL. WINDOW/FRAME



12650090

.


4.00 EA 180 1,260 54,000 55,260

45.00 315.00 13,500.00 13,815.00

000010.


i ll

4.00 EA 180 1,260 54,000 55,260

45.00 315.00 13,500.00 13,815.00





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


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


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


23/35

08/11/2009 2:45:17 PM Page No 23 of 35



PAIR GLASSTempered Glass 6T + Air space 13T + Clear Glass 6T

1.00 EA 42


Glazier 3.0 8.00 240


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


PAIR GLASSTempered Glass 6T + Air space 13T + Clear Glass 6T 1.00 EA 42


Glazier 3.0 8.00 48


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


TEMPERED GLASS 1.00 EA 42


Glazier 3.0 8.00 201


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 3.0 8.00 96


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


24/35

08/11/2009 2:45:17 PM Page No 24 of 35



Vertical Lift Door 1.00 EA 34




(Size 1.8x2.5) Steel, Galv. 1.0 EA 8,065.00 8,065


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


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




Carpenter 2.0 8.00 1,440


3.0x3.5 (Steel Galvanized) 4.0 EA 18,818.00 75,272


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



Carpenter Foreman 1.0 12.00 270Carpenter 2.0 8.00 360


3.0x3.5 (Steel Galvanized) 1.0 EA 18,818.00 18,818


(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




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



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


25/35


26/35

08/11/2009 2:45:17 PM Page No 26 of 35


Install Metal Studs 20-25 ga 600 (24") c-c 1.00 EA 34


Carpenter 2.0 8.00 1,871


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


Drywall to Walls 15mm (5/8") Taped & Finished 1.00 EA 34




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






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






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


Drywall to Walls 15mm (5/8") Taped & Finished 1.00 EA 34




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


27/35

08/11/2009 2:45:17 PM Page No 27 of 35







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






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


Heavy duty expanded metal mesh - Hot dip galvanized(excluding the

~1.00 EA 14



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


CEMENT MORTAR 1.00 EA 55.34


Mason 4.0 8.00 11,372



, 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





28/35

08/11/2009 2:45:17 PM Page No 28 of 35


Mason 4.0 8.00 32,919



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




Mason 4.0 8.00 18,037



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


CEMENT MORTAR 1.00 EA 50


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


Finish Concrete with Trowel 1.00 EA 22


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


Power Finish Concrete & Apply Hardener 1.00 EA 38

Cement Finisher Foreman 1.0 12.00 602



29/35

08/11/2009 2:45:17 PM Page No 29 of 35


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


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


AcousticCeiling Boards 1.00 EA 34




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


T-Bar Suspension System 1.00 EA 34




Lightweight ceiling frame - T bar 427.5 m2 15.00 6,412


Lightweight ceiling frame - M bar481.85 m2 24 205 10,119 10,324

0.05 0.43 21.00 21.43


Lightweight ceiling frame - M bar481.85 m2 24 205 10,119 10,324

0.05 0.43 21.00 21.43


T-Bar Suspension System 1.00 EA 34



Lightweight ceiling frame - M bar 505.9 m2 20.00 10,119


30/35

08/11/2009 2:45:17 PM Page No 30 of 35


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


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


BASE BOARD VINYL (H=100) 1.00 EA 34


Tile Layer 2.0 8.00 858


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


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


31/35


32/35

08/11/2009 2:45:17 PM Page No 32 of 35


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


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


EPOXY COATINGT=0.2mm Dust-proofing

1.00 EA 22


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


EPOXY COATINGT=0.2mm For dust-proofing, under access floor

1.00 EA 22


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


Coaltar Epoxy,for U/G RC Surface,400micro (250mic.x 2plys) 1.00 EA 22


It Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Mech Elec Eq Sub/Plug Total Cost


33/35

08/11/2009 2:45:17 PM Page No 33 of 35


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


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


Resilient Tile 1.00 EA 34


Tile Layer 2.0 8.00 743


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


BASE BOARD SELLAMIN PAINTbase board enamel paint(H=100)

1.00 EA 34


Tile Layer 2.0 8.00 960


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


ARCRLIC PAINT (H=100) 1.00 EA 34


Tile Layer 2.0 8.00 235


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



34/35

08/11/2009 2:45:17 PM Page No 34 of 35


000010 BASE BOARD EPOXY PAINT 22.99 m 8 70 276 346

0.36 3.05 12.00 15.05


BASE BOARD EPOXY PAINT 1.00 EA 34

Tile Layer Foreman 1.0 12.00 25Tile Layer 2.0 8.00 33


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


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


FRP SEPTIC TANK 1.00 EA 440.01


Crane Operator Class-A 1.0 12.00 25



Packer Operator 1.0 10.00 21


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


FRP SEPTIC TANK 1.00 EA 440.01



35/35

08/11/2009 2:45:17 PM Page No 35 of 35









Topman 1.0 6.00 25

Rigger III 1.0 10.00 42

Loader, 966f 1.0 62.44 260



Roller 1 Steel Drum 1.0 47.77 199



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


FRP SEPTIC TANK50 PERSON

1.00 EA 440.01








Topman 1.0 6.00 13

Rigger III 1.0 10.00 21

Loader, 966f 1.0 62.44 130



Roller 1 Steel Drum 1.0 47.77 100



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


CURTAIN BOX 1.00 EA 34




CURTAIN BOX 11.2 m2 120.00 1,346

52- process plant buildings estimate detail

Documents