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I. DIRECT COST

NO. No. UNIT

P PREPARATION WORKS

PREPARATION WORKS

1 TRANSFER TOWER (TT-1) 1 Earth Work M3

CIVIL WORKS

STEEL WORKS 2 Lean Concrete M3

2 TRANSFER TOWER (TT-3)

CIVIL WORKS 3 Soil Filling M3

STEEL WORKS3 TRANSFER TOWER (TT-4) 4 Grade Slab M3

CIVIL WORKS

STEEL WORKS 5 Concrete M3

4 BELT CONVEYOR (BC-RH.01)

CIVIL WORKS 6 Deform bar KG

STEEL WORKS (dia. < 14 mm)

5 BELT CONVEYOR (BC-RH.03) 7 Deform bar KG

CIVIL WORKS (dia. 16-122mm)

STEEL WORKS 8 Deform bar KG

6 BELT CONVEYOR (BC-RH.03 & BC-03.04C) (dia. > 24 mm)

CIVIL WORKS

STEEL WORKS

7 BELT CONVEYOR (BC-03.04A) 1 Besi INP KG

CIVIL WORKS

STEEL WORKS 2 Besi L KG

8 BELT CONVEYOR (BC-03.04B)

CIVIL WORKS 3 Besi UNP KG

STEEL WORKS

9 MAGENETIC SEPARATOR 4 Besi H KG

CIVIL WORKS

STEEL WORKS 5 Pipe KG

10 CRUSHER HOUSE

CIVIL WORKS 6 I Colums KG

STEEL WORKS (Ex Germany)

11 TUNNEL 7 U Box KG

CIVIL WORKS (Ex Germany)

12 STACKER RECLAIMER SHED - (PRESENT) 8 Besi 2L KG

CIVIL WORKS (Ex Japanese)

STEEL WORKS 9 Corrgtd. Steel KG

13 STACKER RECLAIMER SHED - (FUTURE) A-750

10 Corrgtd. Steel M2

A. TOTAL DIRECT COST A-680

II. INDIRECT COST

NO TARGET PRICE TO BE ISSUED :

1 PROJECT MANAGEMENT See attached

2 INSURANCE (CONSTRUCTION ALL RISK)

3 BIAYA BANK `

A. JAMINAN PELAKSANAAN (5%) (1 TAHUN) NET MARGIN :

B. JAMINAN PEMELIHARAAN (5%) (1 TAHUN)

4 OVERHEAD HEAD OFFICE 2% direct cost

5 CONTINGENCY (ESTIMATED 1%)

6 TARGET NET MARGIN 10%

7 PPH 3%

B. TOTAL INDIRECT COSTTOTAL PROJECT COST (A+B)

No ITEM UNIT No. ITEM UNIT

1 Earth Work M3 1 Besi INP KG

2 Lean Concrete M3 2 Besi L KG

3 Soil Filling M3 3 Besi UNP KG

4 Grade Slab M3 4 Besi H KG

5 Concrete M3 5 Pipe KG

6 Deform bar KG 6 Corr. Steel M2

7 I Column M2

6 Besi U Box M2

6 Besi 2L M2

530,184,237

ITEM

995,000,000

995,000,000

TOTAL VOL.

CONCRETE

STEEL STRUCTURE

DESCRIPTION VALUE (Rp) REMAKRS

SUB TOTAL (Rp) TOTAL I (Rp) TOTAL II (Rp)DESCRIPTION

742,141,635

112,228,512

90,661,731

629,913,123

1,580,614,964

297,471,466

439,522,506

298,067,275

1,283,143,499

227,671,130

3,191,385,376

349,197,917

70,396,145

4,434,579,658

195,239,406

2,842,187,460

479,742,261

437,188,737

4,239,340,252

42,553,524

138,432,850

1,433,778,565

109,207,506

35,948,672

1,295,345,716

73,258,834

4,066,399,605

2,854,849,765

1,211,549,840

449,536,565

449,536,565

22,869,122,706

36,618,888,238

11,429,921,828

13,749,765,532

167,000500,000

250,000

500,000

800,000

8,300

267,200

1,577

1,780 3,115 890

BASIC UNIT PRICE FOR STEEL STRUCTURE (Rp)

MAT'L ERECTION

115,500

183,567

7,309

163,381

425,111

151,986

9,000 1,780 3,120 890

MAT'L

#VALUE!

11,217

344

4

39

23

9,603

16,390

2,491,061

2,580

11,250 2,500 3,325 450

85,000 25,500

#VALUE!

9,000 1,780 3,120 890

2,635

6,385

8,750 1,780 3,108 890

9,500 1,780 3,120 890

8,750 1,780 3,108 890

79,637,512,348

BASIC UNIT PRICE FOR CONCRETE WORK (Rp)

9,000 1,780 3,120 890

FABR. ERECTION PAINT

8,900

6,635,944,771

2,319,539,195

0.20%

0.10%

0.10%

13,278,064,636

132,718,895

99,539,172

99,539,172

1,327,188,954

663,594,477

SUMMARY RENCANA ANGGARAN PROYEK (RAP)

TOTAL QUANTITY FOR MAIN MATERIAL

79,000,000,000Rp

9.07%

Trass and Limestone Handling System PROJECT - CITEUREUP

167,000

66,359,447,712

2,000,000,000

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Heidelberg Technology Center

Jakarta - Indonesia

Project :Trass and Limestone Handling System

at Indocement, Citeureup - West Java

Doc no. :

Doc title :Bill of Item - Trass and Limestone Handling System Project

BILL NO. PW PREPARATION WORKS

UNIT RATE

(RP)

1.00 MOBILIZATION / DEMOBILIZATION

1.01 Mobilization / demobilization ls 1.0 75,000,000

2.00 TEMPORARY OFFICE AND STORAGE

2.01 Contractor's site office and storage ls 1.0 180,000,000

3.00 ELECTRIC POWER AND WATER SUPPLY

3.01 Electric power for working & lighting ls 1.0 100,000,000

3.02 Clean water supply for working ( connection fee only) ls 1.0 10,000,000

4.00 AS BUILT DRAWINGS & FINAL REPORT

4.01 Preparation of Printed as built drawings and files in Auto CAD for nos 3.0 10,000,000

4.02 Preparation of final report set 3.0 10,000,000

5.00 SETTING OUT

5.01 Setting out during construction period ls 1.0 30,000,000

6.00 INSURANCE

6.01 Insurance to person ls 1.0 50,000,000

7.00 SAFETY AND SECURITY

7.01 Safety and security during construction period ls 1.0 70,000,000

8.00 LIFTING EQUIPMENT FOR ERECTION PURPOSE

8.01 Lifting equipment during construction period

1) Crane for erection of steel structures ls 1.0 380,000,000

9.00 TEMPORARY FENCE

9.01 Temporary fencing during construction period, safety marking and ls 1.0 40,000,000

NO DESCRIPTION UNIT QTY

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06-11-2012

00

AMOUNT SUB TOTAL

(RP) (RP)

75,000,000

75,000,000

180,000,000

180,000,000

110,000,000

100,000,000

10,000,000

60,000,000

30,000,000

30,000,000

30,000,000

30,000,000

50,000,000

50,000,000

70,000,000

70,000,000

380,000,000

380,000,000

40,000,000

40,000,000

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995,000,000

80,518,027,053

995,000,000

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Doc no. :

Doc titl : Bill of Item - Trass and Limestone Handling System Project -Concrete Works 1 1 1 1

BILL NO. 1 - E12C058 - 650 - TRANSFER TOWER - 1

Material Labor Small Tool Transport.

(2) (5) (8) (9) (10) = (2~9)


1 CONCRETE WORKS 46

1

1). Earth work excavation under Pile cap m3 26 - 75,000 - 7,500 82,5002). Drilling of Piles m 120 - - - - -

3). Piles - M25 m3 34 - - - - -

4). Lean concrete m3 1 500,000 150,000 12,500 4,500 667,000

5). Pile cap - M40 m3 13 800,000 240,000 20,000 7,200 1,067,200

6). Plinth beams - M40 m3 2 800,000 240,000 20,000 7,200 1,067,200

7). Pedestals - M40 m3 1 800,000 240,000 20,000 7,200 1,067,200

8). Soil filling under grade slab m3 10 250,000 65,000 - 6,500 250,000

9). Grade slab - M12.5 m3 6 500,000 150,000 12,500 4,500 667,000

10). VGTU - M40 m3 12 800,000 240,000 20,000 7,200 1,067,200

2 REINFORCING STEEL WORKS

2

1). TT-1

8mm dia. kg 570 8,300 830 498 249 9,877

10mm dia. kg 650 8,300 830 498 249 9,877

16mm dia. kg 1,000 8,300 830 498 249 9,877

19mm dia. kg 4,050 8,300 830 498 249 9,877

3 GROUTING WORKS

3 10,000,000

1) Type - I (400X400) nos 4 800,000 250,000 20,000 6,250 1,076,250

2) Type - II (200X200) nos 8 200,000 250,000 5,000 6,250 461,250

For Shear Key

1) Type - I (250X250X250) nos 4 156,250 250,000 3,906 6,250 416,406

Sub Total


1 CONCRETE WORKS

1

1). Earth work excavation under Pile cap m3 26 - - - - -

2). Drilling of Piles m 120 - - - - -

3). Piles - M25 m3 34 - - - - -

4). Lean concrete m3 1 500,000 150,000 12,500 4,500 667,000

5). Pile cap - M40 m3 13 800,000 240,000 20,000 7,200 1,067,200

6). Plinth beams - M40 m3 3 800,000 240,000 20,000 7,200 1,067,200

7). Pedestals - M40 m3 1 800,000 240,000 20,000 7,200 1,067,200

9). Grade slab - M12.5 m3 6 500,000 150,000 12,500 4,500 667,000

10). VGTU - M40 m3 6 800,000 240,000 20,000 7,200 1,067,200


2

1). TT-3

8mm dia. kg 570 8,300 830 498 249 9,877

10mm dia. kg 700 8,300 830 498 249 9,877

16mm dia. kg 1,100 8,300 830 498 249 9,877

19mm dia. kg 4,050 8,300 830 498 249 9,877

3 GROUTING WORKS

3

1) Type - I (400X400) nos 4 800,000 250,000 20,000 6,250 1,076,250

2) Type - II (200X200) nos 4 200,000 250,000 5,000 6,250 461,250

For Shear Key

1) Type - I (250X250X250) nos 4 156,250 250,000 3,906 6,250 416,406

Sub Total


Total Unit P

Grouting under main column base plate 30 mm thk. with

Structural concrete M12.5,M25, M40 acc. to PBI '71 'b

High tensile steel deform bar reinforcement to concrete


Structural concrete M12.5,M25, M40 acc. to PBI '71 'b


DESCRIPTIONNO. UNIT Q'ty

Unit Price

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(2) (5) (8) (9) (10) = (2~9)



1 CONCRETE WORKS

1



3). Piles - M25 m3 59 - - - - -

4). Lean concrete m3 2 500,000 150,000 12,500 4,500 667,0005). Pile cap - M40 m3 92 800,000 240,000 20,000 7,200 1,067,200

6). Plinth beams - M40 m3 2 800,000 240,000 20,000 7,200 1,067,200

7). Pedestals - M40 m3 1 800,000 240,000 20,000 7,200 1,067,200

8). Tie Beams - M40 m3 17 800,000 240,000 20,000 7,200 1,067,200

9). Soil filling under grade slab m3 29 250,000 65,000 - 6,500 250,000

10). Grade slab - M12.5 m3 11 500,000 150,000 12,500 4,500 667,000

11). VGTU - M40 m3 10 - - - - -

2 REINFORCING STEEL WORKS 15,020

2

1). TT-4

8mm dia. kg 990 8,300 830 498 249 9,87710mm dia. kg 3,000 8,300 830 498 249 9,877

13mm dia. kg 250 8,300 830 498 249 9,877

16mm dia. kg 2,000 8,300 830 498 249 9,877

19mm dia. kg 7,080 8,300 830 498 249 9,877

22mm dia. kg 1,100 8,300 830 498 249 9,877

25mm dia. kg 600 8,300 830 498 249 9,877

3 GROUTING WORKS

3

1) Type - I (500X500) nos 4 375,000 250,000 5,000 6,250 636,250

2) Type - II (400X400) nos 2 800,000 250,000 20,000 6,250 1,076,250

3) Type - III (200X200) nos 8 200,000 250,000 5,000 6,250 461,250For Shear Key

1) Type - I (250X250X250) nos 6 156,250 250,000 3,906 6,250 416,406

Sub Total

BILL NO. 4 - E12C058 - 650 - BELT CONVEYOR (BC-RH.01)

1 CONCRETE WORKS

1



3). Piles - M25 m3 23 - - - - -4). Pile cap - M40 m3 6 800,000 240,000 20,000 7,200 1,067,200

5). Plinth beams - M40 m3 0 800,000 240,000 20,000 7,200 1,067,200

6). Pedestals - M40 m3 1 800,000 240,000 20,000 7,200 1,067,200


2

1). BC-RH.01

8mm dia. kg 570 8,300 830 498 249 9,877

10mm dia. kg 160 8,300 830 498 249 9,877

16mm dia. kg 900 8,300 830 498 249 9,877

19mm dia. kg 4,050 8,300 830 498 249 9,877

3 GROUTING WORKS

3

1) Type - I (400X400) nos 4 800,000 250,000 20,000 6,250 1,076,250

For Shear Key

1) Type - I (250X250X250) nos 4 156,250 250,000 3,906 6,250 416,406

Sub Total

BILL NO. 5 - E12C058 - 650 - BELT CONVEYOR (BC-RH.03)

Structural concrete M25, M40 acc. to PBI '71 'bk = 250



Structural concrete M12.5, M25, M40 acc. to PBI '71 'b




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(2) (5) (8) (9) (10) = (2~9)



1 CONCRETE WORKS 81

1

1). Earth work excavation under Pile cap m3 79 - 75,000 - 7,500 82,500


3). Piles - M25 m3 124 - - - - -

4). Pile cap - M40 m3 71 800,000 240,000 20,000 7,200 1,067,200

5). Plinth beams - M40 m3 5 800,000 240,000 20,000 7,200 1,067,200

6). Pedestals - M40 m3 5 800,000 240,000 20,000 7,200 1,067,200


2

1). BC-RH.03

8mm dia. kg 2,080 8,300 830 498 249 9,877

10mm dia. kg 1,200 8,300 830 498 249 9,877

16mm dia. kg 4,550 8,300 830 498 249 9,877

19mm dia. kg 14,900 8,300 830 498 249 9,877

22mm dia. kg 580 8,300 830 498 249 9,877

3 GROUTING WORKS

3

1) Type - I (500X500) nos 16 375,000 250,000 5,000 6,250 636,250

1) Type - II (400X400) nos 6 800,000 250,000 20,000 6,250 1,076,250

For Shear Key

1) Type - I (250X250X250) nos 22 156,250 250,000 3,906 6,250 416,406

Sub Total

1 CONCRETE WORKS 27

1



3). Piles - M25 m3 68 - - - - -

4). Pile cap - M40 m3 19 800,000 240,000 20,000 7,200 1,067,200

5). Plinth beams - M40 m3 5 800,000 240,000 20,000 7,200 1,067,200

6). Pedestals - M40 m3 3 800,000 240,000 20,000 7,200 1,067,200


2

1). BC-RH.03 &BC-03.04C

8mm dia. kg 1,130 8,300 830 498 249 9,877

10mm dia. kg 1,600 8,300 830 498 249 9,877

16mm dia. kg 3,000 8,300 830 498 249 9,877

19mm dia. kg 8,380 8,300 830 498 249 9,877

3 GROUTING WORKS

3

1) Type - I (500X500) nos 22 375,000 250,000 5,000 6,250 636,250

For Shear Key

1) Type - I (250X250X250) nos 22 156,250 250,000 3,906 6,250 416,406

Sub Total

BILL NO. 7 - E12C058 - 650 - BELT CONVEYOR (BC-03.04A)

1 CONCRETE WORKS 8

1



3). Piles - M25 m3 23 - - - - -

4). Pile cap - M40 m3 6 800,000 240,000 20,000 7,200 1,067,200

5). Plinth beams - M40 m3 0 800,000 240,000 20,000 7,200 1,067,200



BILL NO. 6 - E12C058 - 650 - BELT CONVEYORS (BC-RH.03 &B







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(2) (5) (8) (9) (10) = (2~9)



6). Pedestals - M40 m3 1 800,000 240,000 20,000 7,200 1,067,200


2

8mm dia. kg 750 8,300 830 498 249 9,877

10mm dia. kg 150 8,300 830 498 249 9,877

16mm dia. kg 900 8,300 830 498 249 9,87719mm dia. kg 540 8,300 830 498 249 9,877

3 GROUTING WORKS

3

1) Type - I (400X400) nos 8 800,000 240,000 20,000 6,250 1,066,250

For Shear Key

1) Type - I (250X250X250) nos 8 156,250 46,875 3,906 6,250 213,281

Sub Total

BILL NO. 8 - E12C058 - 650 - BELT CONVEYOR (BC-03 .04B)

1 CONCRETE WORKS 20

1



3). Piles - M25 m3 57 - - - - -

4). Pile cap - M40 m3 16 800,000 240,000 20,000 7,200 1,067,200

5). Plinth beams - M40 m3 1 800,000 240,000 20,000 7,200 1,067,200

6). Pedestals - M40 m3 2 800,000 240,000 20,000 7,200 1,067,200


2

1). BC-03.04B

8mm dia. kg 940 8,300 830 498 249 9,877

10mm dia. kg 950 8,300 830 498 249 9,877

16mm dia. kg 1,800 8,300 830 498 249 9,877

19mm dia. kg 6,740 8,300 830 498 249 9,877

22mm dia. kg 300 8,300 830 498 249 9,877

3 GROUTING WORKS

3

1) Type - I (500X500) nos 8 375,000 112,500 5,000 6,250 498,750

2) Type - II (400X400) nos 2 800,000 240,000 20,000 6,250 1,066,250

For Shear Key

1) Type - I (250X250X250) nos 10 156,250 46,875 3,906 6,250 213,281

Sub Total

BILL NO. 9 - E12C058 - 700 - MAGNETIC SEPARATOR

1 CONCRETE WORKS 16

1


2). Raft - M40 m3 15 800,000 240,000 20,000 7,200 1,067,200

3). Pedestals - M40 m3 1 800,000 240,000 20,000 7,200 1,067,200


2

1). Magnetic Separator

10mm dia. kg 130 8,300 830 498 249 9,877

13mm dia. kg 850 8,300 830 498 249 9,877

16mm dia. kg 100 8,300 830 498 249 9,877

3 GROUTING WORKS






Structural concrete M40 acc. to PBI '71 'bk = 250 kg/c



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(2) (5) (8) (9) (10) = (2~9)



3

1). Type - I (400X400) nos 4 800,000 240,000 20,000 6,250 1,066,250

For Shear Key

1) Type - I (250X250X250) nos 4 156,250 46,875 3,906 6,250 213,281

Sub Total

BILL NO. 10 - E12C058 - 300 - CRUSHER HOUSE

1 CONCRETE WORKS 1,003

1

1). Piles m3 700 - - - - -

2). Drilling of Piles m 1,030 - - - - -

3). Base Slab m3 400 800,000 240,000 20,000 7,200 1,067,200

4). Columns m3 13 800,000 240,000 20,000 7,200 1,067,200

5). Walls Columns m3 590 960,000 288,000 24,000 8,640 1,280,640


2

1). Piles kg 56,000 8,300 830 498 249 9,877

2). Base Slab kg 43,000 8,300 830 498 249 9,877

3). Columns kg 3,250 8,300 830 498 249 9,877

4). Walls kg 64,000 8,300 830 498 249 9,877

3 GROUTING WORKS

3 9,450

1) Type - I (600X420) nos 6 378,000 113,400 9,450 11,340 512,190

2) Type - II (700X700) nos 7 735,000 220,500 18,375 22,050 995,925

3) Type - III (440X440) nos 4 240,000 72,000 6,000 7,200 325,200

4) Type - IV (600X420) nos 10 378,000 113,400 9,450 11,340 512,190

For Pockets Grouting

1) Type - I (300X300X800) nos 28 135,000 40,500 3,375 4,050 182,925

2) Type - II (300X510X800) nos 28 229,500 68,850 5,738 6,885 310,973

3) Type - III (200X400X700) nos 32 123,000 36,900 3,075 3,690 166,665

Sub Total

BILL NO. 11 - E12C058 - 300 - CRUSHER HOUSE (tunnel

1 CONCRETE WORKS 117

1

1). Piles m3 166 - - - - -


3). Base Slab m3 58 800,000 240,000 20,000 7,200 1,067,200

4). Walls m3 60 960,000 288,000 24,000 28,800 1,300,800


2

1). Piles kg 18,500 8,300 830 498 249 9,877

2). Base Slab kg 6,325 8,300 830 498 249 9,8773). Walls kg 6,600 8,300 830 498 249 9,877

Sub Total

BILL NO. 12 - E12C058 -201- STACKER AND RECLAIMER


1

1). Piles m3 5,429 - - - - -


Structural concrete K-250, acc. to PBI '71 'bk = 250 kg







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3). Pile cap - M40 m3 4,403 800,000 240,000 20,000 7,200 1,067,200

4). Columns m3 323 800,000 240,000 20,000 7,200 1,067,200

5). Wall Columns m3 282 960,000 288,000 24,000 8,640 1,280,640

6). Walls m3 1,176 960,000 288,000 24,000 8,640 1,280,640

7). Beams m3 216 960,000 288,000 24,000 8,640 1,280,640

8). Roof Slab m3 187 960,000 288,000 24,000 8,640 1,280,640

9). Grade Slab m3 1,056 800,000 240,000 20,000 7,200 1,067,20010). Brackets m3 8 960,000 288,000 24,000 8,640 1,280,640

11). Drains m3 85 500,000 150,000 12,500 4,500 667,000

2 REINFORCING STEEL WORKS 1,439,266

2

1). Piles kg 609,573 8,300 830 498 249 9,877

2). Pile Cap kg 449,855 8,300 830 498 249 9,877

3). Columns kg 80,675 8,300 830 498 249 9,877

4). Wall Columns kg 70,403 8,300 830 498 249 9,877

5). Walls kg 129,307 8,300 830 498 249 9,877

6). Beams kg 54,043 8,300 830 498 249 9,877

7). Roof Slab kg 11,191 8,300 830 498 249 9,8778). Grade Slab kg 31,680 8,300 830 498 249 9,877

9). Drains kg 2,540 8,300 830 498 249 9,877

3 GROUTING WORKS

3

1) Type - I (700X500) nos 27 315,000 94,500 7,875 2,363 419,738

2) Type - I (1100X500) nos 36 495,000 148,500 12,375 3,713 659,588

Sub Total

BILL NO. 13 - E12C058 -201- STACKER AND RECLAIMER


1

1). Piles m3 3,910 - - - - -


3). Pile cap - M40 m3 3,416 800,000 240,000 20,000 7,200 1,067,200


2

1). Piles kg 439,118 8,300 830 498 249 9,877

2). Pile Cap kg 349,013 8,300 830 498 249 9,877

Sub Total

Total

1 1 1 1 1

BAHAN Painting Trans.

Raw Fabrication Erection

BILL NO. 1 -TRANSFER TOWER-1 STEEL WORKS

Not

1 SECTION-1&2 41,842

1 Columns 8,900 1,780 2,670 890 445

a. INP 280x119x10.1x15.2 / 48.3 kg/m kg 1,165 8,900 1,780 2,670 890 445

b UNP 120x55x7/ 13.4 kg/m kg 192 8,750 1,780 2,670 890 438

2 Beams 445

a. INP 280x119x10.1x15.2 / 48.3 kg/m kg 1,092 8,900 1,780 2,670 890 445

b. INP 220x98x8.1x12.2 / 31.01 kg/m kg 1,417 8,900 1,780 2,670 890 445

3 Vertical bracings

a. L 50 x 50 x 6 / 4.5 kg/m kg 471 9,000 1,780 2,670 890 450

b. L 75 x 75 x 6 / 6.8 kg/m kg 783 9,000 1,780 2,670 890 450




DESCRIPTION


All unit rates incl. supply, fabrication, derusting w/ s

UNITNO. Q'tyHARGA SATUAN

UPAH

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(2) (5) (8) (9) (10) = (2~9)



SECTION-3&4

1 Columns 445

a. INP 280x119x10.1x15.2 / 48.3 kg/m kg 2,257 8,900 1,780 2,670 890 445

b. INP 220x98x8.1x12.2 / 31.01 kg/m kg 743 8,900 1,780 2,670 890 445

2 Beams 445

a. INP 300x125x10.8x16.2x6.5 / 55.08 kg/m kg 857 8,900 1,780 2,670 890 445

b INP 360x143x13x19.5 / 77.16 kg/m kg 8,070 8,900 1,780 2,670 890 445

c. UNP 300x100x10x / 55.6kg/m kg 528 8,750 1,780 2,670 890 438

d. UNP 140x60x7 / 16kg/m kg 36 8,750 1,780 2,670 890 438

e. UNP 180x70x8 / 22.58kg/m kg 51 8,750 1,780 2,670 890 438

3 Vertical bracings

a. L 50 x 50 x 6 / 4.5 kg/m kg 210 9,000 1,780 2,670 890 450

b. L 75 x 75 x 6 / 6.8 kg/m kg 507 9,000 1,780 2,670 890 450

a. L 90x90x7 / 9.59 kg/m kg 252 9,000 1,780 2,670 890 450

2 PLATFORM

Not

2 BEAM LAYOUT AT EL + 31.050

1 Beams

a. INP 280x119x10.1x15.2 / 48.3 kg/m kg 2,257 8,900 1,780 2,670 890 445

b. INP 220x98x8.1x12.2 / 31.01 kg/m kg 557 8,900 1,780 2,670 890 445

c. INP 300x125x10.8x16.2x6.5 / 55.08 kg/m kg 1,930 8,900 1,780 2,670 890 445

d. UNP 80x45x6/ 8.6 kg/m kg 101 8,750 1,780 2,670 890 438

e. UNP 200x75x8.3/ 25.83 kg/m kg 57 8,750 1,780 2,670 890 438

2 Horizontal bracings

a. L 50 x 50 x 6 / 4.5 kg/m kg 78 9,000 1,780 2,670 890 450


1 Beams

a. INP 220x98x8.1x12.2 / 31.01 kg/m kg 1,454 8,900 1,780 2,670 890 445

b. UNP 120x55x7/ 13.4 kg/m kg 715 8,750 1,780 2,670 890 438

c. UNP 200x75x8.3/ 25.83 kg/m kg 52 8,750 1,780 2,670 890 438

d. UNP 140x60x7 / 16kg/m kg 16 8,750 1,780 2,670 890 438

e. UNP 80x45x6/ 8.6 kg/m kg 12 8,750 1,780 2,670 890 438

f. L 50 x 50 x 6 / 4.5 kg/m kg 95 9,000 1,780 2,670 890 450


1 Beams

a. INP 220x98x8.1x12.2 / 31.01 kg/m kg 792 8,900 1,780 2,670 890 445

b INP 360x143x13x19.5 / 77.16 kg/m kg 421 8,900 1,780 2,670 890 445

c. INP 300x125x10.8x16.2x6.5 / 55.08 kg/m kg 859 8,900 1,780 2,670 890 445

d. UNP 80x45x6/ 8.6 kg/m kg 75 8,750 1,780 2,670 890 438

e. UNP 140x60x7 / 16kg/m kg 42 8,750 1,780 2,670 890 438

f. UNP 200x75x8.3/ 25.83 kg/m kg 27 8,750 1,780 2,670 890 438


a. L 50 x 50 x 6 / 4.5 kg/m kg 63 9,000 1,780 2,670 890 450

2 PLAN AT BOTTOM CHORD

1 Beams

a. INP 280x119x10.1x15.2 / 48.3 kg/m kg 408 8,900 1,780 2,670 890 445

b INP 220x98x8.1x12.2 / 31.01 kg/m kg 895 8,900 1,780 2,670 890 445


a. L 50 x 50 x 6 / 4.5 kg/m kg 72 9,000 1,780 2,670 890 450

b. L 75 x 75 x 6 / 6.8 kg/m kg 225 9,000 1,780 2,670 890 450

2 PLAN AT PURLIN

1 Beams

a. UNP 140x60x7 / 16kg/m kg 838 8,750 1,780 2,670 890 438

2 Sagrod dia. 12 / 0.89 kg/m kg 17 8,750 1,780 2,670 890 438

2 DETAIL-E

1 Columns

a. INP 300x125x10.8x16.2x6.5 / 55.08 kg/m kg 525 8,900 1,780 2,670 890 445

b. UNP 80x45x6/ 8.6 kg/m kg 48 8,750 1,780 2,670 890 438

2 GABLE FRAME


a. L 50 x 50 x 6 / 4.5 kg/m kg 17 9,000 1,780 2,670 890 450

b. L 75 x 75 x 6 / 6.8 kg/m kg 171 9,000 1,780 2,670 890 450

2 Siding Girt

Beams that belong to main structure are included i

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(2) (5) (8) (9) (10) = (2~9)



1 a. UNP 140x60x7 / 16kg/m kg 4,759 8,750 1,780 2,670 890 438

2 Sagrod dia. 12 / 0.89 kg/m kg 47 8,750 1,780 2,670 890 438

3 STAIRCASE

3 Staircase Type 1

a. UNP 140x60x7 / 16kg/m kg 510 8,750 1,780 2,670 890 438

b. L 50 x 50 x 6 / 4.5 kg/m kg 75 9,000 1,780 2,670 890 450

c. 25 thk grating/28.3kg/m kg 927 35,000 15,000 3,750 450 350

5 Railing m1 267 150,000 30,000 50,000 100 250

a. Top and post rail dia. 1 1/4", medium steel pipe (painted)

b. Mid rail dia. 3/4", medium steel pipe ( painted )

c. Kickers plate

3 Gusset plates, base plates and stiffener kg 3,811 8,750 1,780 2,670 890 438

4 MISCELLANEOUS

4 Bolt ASTM A-307 (Prov. Volume) 5,000 375 125 250

1) Available Dia nos 16 5,000 - 375 125 250

4 ASTM A325 Bolts

1) For Available bolt dia kg 402 6,000 - 450 150 300

4 m2 41 85,000 21,250 4,250

4 m2 312 85,000 21,250 4,250


Not

1 MAIN FRAMES 25,619

1

1) Columns

a. INP 360x 143x 13 x 19.5 / 77.16 kg/m kg 2,653 8,900 1,780 2,670 890 445

2) Beams

a. INP 300x 125x 10.8 x 16.2 / 55.08 kg/m kg 301 8,900 1,780 2,670 890 445

b. INP 140x 66x 5.7x 8.6/ 14.58 kg/m kg 109 8,900 1,780 2,670 890 445

c. INP 240x 106x 8.7x 13.1/ 36.25 kg/m kg 783 8,900 1,780 2,670 890 445

d. INP 140x 66x 5.7x 8.6/ 14.58 kg/m kg 117 8,900 1,780 2,670 890 445

e UNP 200x 75x 8.5/ 25.83 kg/m kg 155 8,750 1,780 2,670 890 438

3) Vertical bracings

a. 2L 75 x 75 x 6 / 6.8 kg/m kg 571 9,000 1,780 2,670 890 450

b 2L 75 x 75 x 6 / 6.8 kg/m kg 283 9,000 1,780 2,670 890 450

c 2L 75 x 75 x 6 / 6.8 kg/m kg 82 9,000 1,780 2,670 890 450

d. 2L 90 x 90 x 7 / 9.6 kg/m kg 207 9,000 1,780 2,670 890 450

e 2L 50 x 50 x 6 / 4.5 kg/m kg 134 9,000 1,780 2,670 890 450

f 2L 50 x 50 x 6 / 4.5 kg/m kg 101 9,000 1,780 2,670 890 450

g 2L 50 x 50 x 6 / 4.5 kg/m kg 9 9,000 1,780 2,670 890 450

4) Gusset plates, base plates and stiffener kg -

1

1) Columns

a. INP 360x 143x 13 x 19.5 / 77.16 kg/m kg 2,653 8,900 1,780 2,670 890 445

2) Beams

a. INP 450x 170x 16.2 x 24.3 / 116.66 kg/m kg 875 8,900 1,780 2,670 890 445

b INP 360x 143x 13 x 19.5 / 77.16 kg/m kg 579 8,900 1,780 2,670 890 445

c INP 300x 125x 10.8 x 16.2 / 55.08 kg/m kg 579 8,900 1,780 2,670 890 445

d. INP 240x 106x 8.7x 13.1/ 36.25 kg/m kg 1,929 8,900 1,780 2,670 890 445

e INP 140x 66x 5.7x 8.6/ 14.58 kg/m kg 119 8,900 1,780 2,670 890 445

f UNP 200x 75x 8.5/ 25.83 kg/m kg 54 8,750 1,780 2,670 890 438

3) Vertical bracings

a. 2L 75 x 75 x 6 / 6.8 kg/m kg 234 9,000 1,780 2,670 890 450

b 2L 75 x 75 x 6 / 6.8 kg/m kg 41 9,000 1,780 2,670 890 450

c 2L 75 x 75 x 6 / 6.8 kg/m kg 95 9,000 1,780 2,670 890 450

d. 2L 90 x 90 x 7 / 9.6 kg/m kg 1,498 9,000 1,780 2,670 890 450

e 2L 50 x 50 x 6 / 4.5 kg/m kg 144 9,000 1,780 2,670 890 450

f 2L 50 x 50 x 6 / 4.5 kg/m kg 173 9,000 1,780 2,670 890 450

g 2L 100 x 100 x 10 / 14.9 kg/m kg 725 9,000 1,780 2,670 890 450

4) Gusset plates, base plates and stiffener kg -

Corrugated steel sheet cladding type A 680, PERKASA

SECTION 1&2

SECTION 3&4

Corrugated steel sheet roofing type A 750, PERKASAD

All unit rates incl. supply, fabrication, derusting w/

Sub Total

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(2) (5) (8) (9) (10) = (2~9)



2 PLATFORM

Not

2

1) Beams

a. UNP 80x 45x 4.5/ 7.96 kg/m kg 67 8,750 1,780 2,670 890 438

b. INP 140x 66x 5.7x 8.6/ 14.58 kg/m kg 245 8,900 1,780 2,670 890 445

c. INP 240x 106x 8.7x 13.1/ 36.25 kg/m kg 1,396 8,900 1,780 2,670 890 445

d. INP 300x 125x 10.8 x 16.2 / 55.08 kg/m kg 921 8,900 1,780 2,670 890 445

2) Horizontal bracings

a. 2L 50 x 50 x 6 / 4.5 kg/m kg 38 9,000 1,780 2,670 890 450

b 2L 50 x 50 x 6 / 4.5 kg/m kg 16 9,000 1,780 2,670 890 450

c. 2L 50 x 50 x 6 / 4.5 kg/m kg 28 9,000 1,780 2,670 890 450

3) kg -

2

1) Beams

a. INP 240x 106x 8.7x 13.1/ 36.25 kg/m kg 798 8,900 1,780 2,670 890 445

b INP 240x 106x 8.7x 13.1/ 36.25 kg/m kg 218 8,900 1,780 2,670 890 445

c. INP 240x 106x 8.7x 13.1/ 36.25 kg/m kg 272 8,900 1,780 2,670 890 445

d UNP 80x 45x 4.5/ 7.96 kg/m kg 30 8,750 1,780 2,670 890 438

f UNP 80x 45x 4.5/ 7.96 kg/m kg 32 8,750 1,780 2,670 890 438

g UNP 80x 45x 4.5/ 7.96 kg/m kg 25 8,750 1,780 2,670 890 438

h INP 360x 143x 13 x 19.5 / 77.16 kg/m kg 603 8,900 1,780 2,670 890 445


a. 2L 50 x 50 x 6 / 4.5 kg/m kg 15 9,000 1,780 2,670 890 450

b 2L 50 x 50 x 6 / 4.5 kg/m kg 129 9,000 1,780 2,670 890 450

2

1) Beams

a. INP 240x 106x 8.7x 13.1/ 36.25 kg/m kg 381 8,900 1,780 2,670 890 445

b INP 240x 106x 8.7x 13.1/ 36.25 kg/m kg 384 8,900 1,780 2,670 890 445


a. 2L 75 x 75 x 6 / 6.8 kg/m kg 453 9,000 1,780 2,670 890 450

RAILS

a. 40 MS PIPE kg 224 11,250 2,500 2,763 450 563

b. 25 MS PIPE kg 77 11,250 2,500 2,763 450 563

2

a. UNP 125x 65x 6/ 36.25 kg/m kg 1,740 8,750 1,780 2,670 890 438


3

3 Bolt ASTM A-307 (Prov. Volume)

1) Available Dia nos 16 5,000 - 250

3 ASTM A325 Bolts

1) For Available bolt dia kg 329 6,000 600 300

3 m2 50 85,000 21,250 4,250

3 m2 492 85,000 21,250 4,250


Not

1 MAIN FRAMES 78,160

Not

1

1) Beams

a. UNP 200x75x8.5/ 25.83 kg/m kg 517 8,750 1,780 2,670 890 438

b. UNP 200x75x8.5/ 25.83 kg/m kg 504 8,750 1,780 2,670 890 438

c. UNP 200x75x8.5/ 25.83 kg/m kg 70 8,750 1,780 2,670 890 438

1

1) Beams

a. UNP 200x75x8.5/ 25.83 kg/m kg 517 8,750 1,780 2,670 890 438

b. UNP 200x75x8.5/ 25.83 kg/m kg 504 8,750 1,780 2,670 890 438

c. UNP 200x75x8.5/ 25.83 kg/m kg 70 8,750 1,780 2,670 890 438

1

BEAM LAYOUT AT EL + 22.200

All unit rates incl. supply, fabrication, derusting w/ s

MISCELLANEOUS






Gusset plates


MONORAIL PLAN

ROOF PURLIN


Sub Total


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1) Beams

a. UNP 200x75x8.5/ 25.83 kg/m kg 517 8,750 1,780 2,670 890 438

b. UNP 200x75x8.5/ 25.83 kg/m kg 1,007 8,750 1,780 2,670 890 438

c. UNP 200x75x8.5/ 25.83 kg/m kg 70 8,750 1,780 2,670 890 438

d. UNP 200x75x8.5/ 25.83 kg/m kg 108 8,750 1,780 2,670 890 438

e UNP 200x75x8.5/ 25.83 kg/m kg 83 8,750 1,780 2,670 890 438

1

1) Beams

a. UNP 200x75x8.5/ 25.83 kg/m kg 517 8,750 1,780 2,670 890 438

b. UNP 200x75x8.5/ 25.83 kg/m kg 1,007 8,750 1,780 2,670 890 438

c. UNP 200x75x8.5/ 25.83 kg/m kg 70 8,750 1,780 2,670 890 438

d. UNP 200x75x8.5/ 25.83 kg/m kg 108 8,750 1,780 2,670 890 438

e UNP 200x75x8.5/ 25.83 kg/m kg 83 8,750 1,780 2,670 890 438

1

1) Beams

a. UNP 200x75x8.5/ 25.83 kg/m kg 517 8,750 1,780 2,670 890 438

b. UNP 200x75x8.5/ 25.83 kg/m kg 1,007 8,750 1,780 2,670 890 438

c. UNP 200x75x8.5/ 25.83 kg/m kg 70 8,750 1,780 2,670 890 438

d. UNP 200x75x8.5/ 25.83 kg/m kg 108 8,750 1,780 2,670 890 438

e UNP 200x75x8.5/ 25.83 kg/m kg 83 8,750 1,780 2,670 890 438

1

1) Beams

a. INP 600x210x12/ 170.7 kg/m kg 3,414 8,900 1,780 2,670 890 445

b. INP 600x210x12/ 170.7 kg/m kg 1,110 8,900 1,780 2,670 890 445

c. INP 400x155x14.4x21.6x/ 94.71 kg/m kg 1,231 8,900 1,780 2,670 890 445

d. INP 200x90x7.5x11.3x/ 26.25 kg/m kg 53 8,900 1,780 2,670 890 445

e UNP 400x110x14/ 71.83 kg/m kg 2,816 8,750 1,780 2,670 890 438


a. L 50 x 50 x 6 / 4.5 kg/m kg 21 9,000 1,780 2,670 890 450

b L 50 x 50 x 6 / 4.5 kg/m kg 24 9,000 1,780 2,670 890 450

c. L 50 x 50 x 6 / 4.5 kg/m kg 8 9,000 1,780 2,670 890 450

d. L 50 x 50 x 6 / 4.5 kg/m kg 14 9,000 1,780 2,670 890 450

e L 50 x 50 x 6 / 4.5 kg/m kg 31 9,000 1,780 2,670 890 450

f L 50 x 50 x 6 / 4.5 kg/m kg 26 9,000 1,780 2,670 890 450

g L 50 x 50 x 6 / 4.5 kg/m kg 15 9,000 1,780 2,670 890 450

3) kg -

1

1) Beams

a. INP 600x210x12/ 170.7 kg/m kg 3,414 8,900 1,780 2,670 890 445

b. INP 600x210x12/ 170.7 kg/m kg 2,219 8,900 1,780 2,670 890 445

c. INP 400x155x14.4x21.6x/ 94.71 kg/m kg 1,231 8,900 1,780 2,670 890 445

d. INP 200x90x7.5x11.3x/ 26.25 kg/m kg 171 8,900 1,780 2,670 890 445

e INP 200x90x7.5x11.3x/ 26.25 kg/m kg 26 8,900 1,780 2,670 890 445

f UNP 400x110x14/ 71.83 kg/m kg 1,401 8,750 1,780 2,670 890 438

g UNP 300x100x10/ 46.33 kg/m kg 422

h UNP 300x100x10/ 46.33 kg/m kg 477 8,750 1,780 2,670 890 438


a. L 90 x 90 x 10 / 13.4 kg/m kg 89 9,000 1,780 2,670 890 450

b L 90 x 90 x 10 / 13.4 kg/m kg 113 9,000 1,780 2,670 890 450

c. L 90 x 90 x 10 / 13.4 kg/m kg 186 9,000 1,780 2,670 890 450

3) kg - - - - - -

1

1) Beams

a. INP 200x90x7.5x11.3x/ 26.25 kg/m kg 525 8,900 1,780 2,670 890 445


a. L 120 x 120 x 11 / 19.9 kg/m kg 259 9,000 1,780 2,670 890 450

b L 75 x 75 x 6 / 6.8 kg/m kg 237 9,000 1,780 2,670 890 450

c. L 75 x 75 x 6 / 6.8 kg/m kg 218 9,000 1,780 2,670 890 450

d. L 75 x 75 x 6 / 6.8 kg/m kg 177 9,000 1,780 2,670 890 450

1) PURLIN

a. UNP 140x60x7/ 16 kg/m kg 1,280 8,750 1,780 2,670 890 438

3) kg -

1

1) Beams

a. H 300x300x10/ 94 kg/m kg 11,217 8,750 1,780 2,671 890 438

B INP 450x 170x 16.2 x 24.3 / 116.66 kg/m kg 4,433 8,900 1,780 2,670 890 445

c. INP 600x210x12/ 170.7 kg/m kg 3,312 8,900 1,780 2,670 890 445

d. INP 200x90x7.5x11.3x/ 26.25 kg/m kg 632 8,900 1,780 2,670 890 445




Gusset plates



Gusset plates

Gusset plates

TR-1 TO TR-4

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(2) (5) (8) (9) (10) = (2~9)



e INP 200x90x7.5x11.3x/ 26.25 kg/m kg 6,571 8,900 1,780 2,670 890 445

f UNP 140x60x7/ 16 kg/m kg 404 8,750 1,780 2,670 890 438


a. L 120 x 120 x 11 / 19.9 kg/m kg 7,216 9,000 1,780 2,670 890 450

b L 100 x 100 x 10 / 28.4 kg/m kg 6,644 9,000 1,780 2,670 890 450

c. L 90 x 90 x 10 / 13.4 kg/m kg 995 9,000 1,780 2,670 890 450

d L 75 x 75 x 6 / 6.8 kg/m kg 686 9,000 1,780 2,670 890 450

e L 50 x 50 x 6 / 4.5 kg/m kg 203 9,000 1,780 2,670 890 450


2


1) dia. 32 mm nos 16 5,000 - 375 - 250

2 ASTM A325 Bolts

1) For Available bolt dia kg 1,326 6,000 - 450 - 300

2 m2 74 85,000 21,250 4,250

2 m2 1,083 85,000 21,250 4,250

BILL NO. 4-BC RH.01, CONVEYOR - STEEL WORKS

Not

1 BC.RH. MAIN FRAMES 13,782

GALLERY_GR1

1) ELEVATION

a. UNP 100x50x6/ 10.6 kg/m kg 473 8,750 1,780 2,670 890 438

b. UNP 80x45x6/ 8.6 kg/m kg 375 8,750 1,780 2,670 890 438

c. L 80 x 80 x 7.5 / 9.6 kg/m kg 143 9,000 1,780 2,670 890 450

d. L 50 x 50 x 6 / 4.5 kg/m kg 141 9,000 1,780 2,670 890 450

e. L 75 x 75 x 6 / 6.8 kg/m kg 204 9,000 1,780 2,670 890 450

f. L 80 x 80 x 7.5 / 9.6 kg/m kg 150 9,000 1,780 2,670 890 450

2) BOTTOM CHORD

a. L 50 x 50 x 6 / 4.5 kg/m kg 84 9,000 1,780 2,670 890 450

b. L 50 x 50 x 6 / 4.5 kg/m kg 261 9,000 1,780 2,670 890 450

c. UNP 180x70x8/ 22.5 kg/m kg 256 8,750 1,780 2,670 890 438

d. L 90 x 90 x 7 / 8.2 kg/m kg 401 8,750 1,780 2,670 890 438

e. UNP 120x55x7/ 13.4 kg/m kg 74 8,750 1,780 2,670 890 438

f. UNP 120x55x7/ 13.4 kg/m kg 241 8,750 1,780 2,670 890 438

g. UNP 100x50x6/ 10.6 kg/m kg 29 8,750 1,780 2,670 890 438

3) TOP CHORD

a. L 50 x 50 x 6 / 4.5 kg/m kg 78 9,000 1,780 2,670 890 450

b. L 50 x 50 x 6 / 4.5 kg/m kg 261 9,000 1,780 2,670 890 450

c. L 50 x 50 x 6 / 4.5 kg/m kg 102 9,000 1,780 2,670 890 450

4) RAFTER&PURLIN

a. L 50 x 50 x 6 / 4.5 kg/m kg 128 9,000 1,780 2,670 890 450

b. UNP 100x50x6/ 10.6 kg/m kg 738 8,750 1,780 2,670 890 438

c. L 80 x 80 x 7.5 / 9.6 kg/m kg 242 9,000 1,780 2,670 890 450

5) PORTAL FRME-1

a. INP 220x98x8.1x12.2 x 4.9 / 31.08 kg/m kg 329 8,900 1,780 2,670 890 445

b. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438

6) PORTAL FRME-2

a. INP 220x98x8.1x12.2 x 4.9 / 31.08 kg/m kg 322 8,900 1,780 2,670 890 445

b. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438

7) SIDE RUNNERS&ROOFTRUSS

a. UNP 100x50x6/ 10.6 kg/m kg 257 8,750 1,780 2,670 890 438

b. UNP 100x50x6/ 10.6 kg/m kg 253 8,750 1,780 2,670 890 438

c. UNP 100x50x6/ 10.6 kg/m kg 248 8,750 1,780 2,670 890 438

d. L 50 x 50 x 6 / 4.5 kg/m kg 7 9,000 1,780 2,670 890 450

e. 25 NB PIPE / 2.46 kg/m kg 57 11,250 2,500 2,763 450 563

f. 32 NB PIPE / 3.61 kg/m kg 84 11,250 2,500 2,763 450 563

GALLERY_GR2

1) ELEVATION

a. UNP 100x50x6/ 10.6 kg/m kg 464 8,750 1,780 2,670 890 438

b. UNP 80x45x6/ 8.6 kg/m kg 329 8,750 1,780 2,670 890 438

c. L 80 x 80 x 7.5 / 9.6 kg/m kg 254 9,000 1,780 2,670 890 450

Sub Total


MISCELLANEOUS



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(2) (5) (8) (9) (10) = (2~9)



d. L 50 x 50 x 6 / 4.5 kg/m kg 141 9,000 1,780 2,670 890 450

e. L 75 x 75 x 6 / 6.8 kg/m kg 204 9,000 1,780 2,670 890 450

2) BOTTOM CHORD

a. L 50 x 50 x 6 / 4.5 kg/m kg 157 9,000 1,780 2,670 890 450

b. L 50 x 50 x 6 / 4.5 kg/m kg 174 9,000 1,780 2,670 890 450

c. UNP 180x70x8/ 22.5 kg/m kg 256 8,750 1,780 2,670 890 438

d. L 90 x 90 x 7 / 8.2 kg/m kg 353 9,000 1,780 2,670 890 450

e. UNP 120x55x7/ 13.4 kg/m kg 74 8,750 1,780 2,670 890 438

f. UNP 120x55x7/ 13.4 kg/m kg 161 8,750 1,780 2,670 890 438

g. UNP 100x50x6/ 10.6 kg/m kg 29 8,750 1,780 2,670 890 438

3) TOP CHORD

a. L 50 x 50 x 6 / 4.5 kg/m kg 157 9,000 1,780 2,670 890 450

b. L 50 x 50 x 6 / 4.5 kg/m kg 174 9,000 1,780 2,670 890 450

c. L 50 x 50 x 6 / 4.5 kg/m kg 102 9,000 1,780 2,670 890 450

4) RAFTER&PURLIN

a. L 50 x 50 x 6 / 4.5 kg/m kg 128 9,000 1,780 2,670 890 450

b. UNP 100x50x6/ 10.6 kg/m kg 724 8,750 1,780 2,670 890 438

c. L 80 x 80 x 7.5 / 9.6 kg/m kg 242 9,000 1,780 2,670 890 450

5) PORTAL FRME-1

a. INP 220x98x8.1x12.2 x 4.9 / 31.08 kg/m kg 329 8,900 1,780 2,670 890 445

b. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438

6) PORTAL FRME-2

a. INP 220x98x8.1x12.2 x 4.9 / 31.08 kg/m kg 347 8,900 1,780 2,670 890 445

b. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438

7) SIDE RUNNERS&ROOFTRUSS

a. UNP 100x50x6/ 10.6 kg/m kg 230 8,750 1,780 2,670 890 438

b. UNP 100x50x6/ 10.6 kg/m kg 235 8,750 1,780 2,670 890 438

c. UNP 100x50x6/ 10.6 kg/m kg 240 8,750 1,780 2,670 890 438

d. L 50 x 50 x 6 / 4.5 kg/m kg 7 9,000 1,780 2,670 890 450

e. 25 NB PIPE / 2.46 kg/m kg 53 11,250 2,500 2,763 450 563

f. 32 NB PIPE / 3.61 kg/m kg 78 11,250 2,500 2,763 450 563

TRESTLES_TR-1&2

a. INP 300x125x10.8x16.2x6.5 / 55.08 kg/m kg 527 8,900 1,780 2,670 890 445

b INP 200x90x7.5x11.3x4.5 / 26.25 kg/m kg 199 8,900 1,780 2,670 890 445

d. L 75 x 75 x 6 / 6.8 kg/m kg 185 9,000 1,780 2,670 890 450

Gusset plates, base plates and stiffener kg 1,253 9,000 1,780 2,670 890 450

2 MISCELLANEOUS 150


1) Available dia Nos. 16 5,000 - 375 - 250

ASTM A325 Bolts

2) For Available bolt dia kg 150 6,000 - 450 - 300

2 m2 92 85,000 21,250 4,250

2 m2 124 85,000 21,250 4,250

BILL NO. 5-BC-RH.03 CONVEYOR - STEEL WORKS

Not

1 BC.RH.03 181,923

GALLERY_GR3

1 ELEVATION

a. L 100 x 100 x 10 / 14.9 kg/m kg 174 9,000 1,780 2,670 890 450

b. L 100 x 100 x 10 / 14.9 kg/m kg 172 9,000 1,780 2,670 890 450

c. L 75 x 75 x 6 / 6.8 kg/m kg 744 9,000 1,780 2,670 890 450

d. L 75 x 75 x 6 / 6.8 kg/m kg 544 9,000 1,780 2,670 890 450

e. UNP 160x65x7.5 / 19.25 kg/m kg 1,807 8,750 1,780 2,670 890 438

f. UNP 120x55x7/ 13.4 kg/m kg 1,274 8,750 1,780 2,670 890 438

2 BOTTOM CHORD

a. L 50 x 50 x 6 / 4.5 kg/m kg 66 9,000 1,780 2,670 890 450

b. L 50 x 50 x 6 / 4.5 kg/m kg 65 9,000 1,780 2,670 890 450

c L 50 x 50 x 6 / 4.5 kg/m kg 565 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 794 9,000 1,780 2,670 890 450

Total




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e. UNP 180x70x8/ 22.5 kg/m kg 753 8,750 1,780 2,670 890 438

f. UNP 150x75x 6.5 / 18.6 kg/m kg 56 8,750 1,780 2,670 890 438

g. UNP 150x75x 6.5 / 18.6 kg/m kg 781 8,750 1,780 2,670 890 438

h. UNP 150x75x 6.5 / 18.6 kg/m kg 54 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 50 x 50 x 6 / 4.5 kg/m kg 65 9,000 1,780 2,670 890 450

b. L 50 x 50 x 6 / 4.5 kg/m kg 65 9,000 1,780 2,670 890 450

c. L 50 x 50 x 6 / 4.5 kg/m kg 565 9,000 1,780 2,670 890 450

d. L 50 x 50 x 6 / 4.5 kg/m kg 240 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. L 50 x 50 x 6 / 4.5 kg/m kg 248 9,000 1,780 2,670 890 450

d. L 75 x 75 x 6 / 6.8 kg/m kg 424 9,000 1,780 2,670 890 450

c. UNP 100x50x6/ 10.6 kg/m kg 1,540 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 320x131x11.3x17.3 X 6.9 / 62.5 kg/m kg 1,398 8,900 1,780 2,670 890 445

6 SIDE RUNNERS&ROOFTRUSS

a. UNP 100x50x6/ 10.6 kg/m kg 1,540 8,750 1,780 2,670 890 438

b. L 50 x 50 x 6 / 4.5 kg/m kg 19 9,000 1,780 2,670 890 450

c. 25 NB PIPE / 2.46 kg/m kg 175 11,250 2,500 2,763 450 563

d. 32 NB PIPE / 3.61 kg/m kg 119 11,250 2,500 2,763 450 563

GALLERY_GR4

1 ELEVATION

a. L 100 x 100 x 10 / 14.9 kg/m kg 179 9,000 1,780 2,670 890 450

b. L 100 x 100 x 10 / 14.9 kg/m kg 174 9,000 1,780 2,670 890 450

c. L 100 x 100 x 10 / 14.9 kg/m kg 197 9,000 1,780 2,670 890 450

d. L 75 x 75 x 6 / 6.8 kg/m kg 637 9,000 1,780 2,670 890 450

e. L 75 x 75 x 6 / 6.8 kg/m kg 544 9,000 1,780 2,670 890 450

f. UNP 160x65x7.5 / 19.25 kg/m kg 1,790 8,750 1,780 2,670 890 438

g. UNP 120x55x7/ 13.4 kg/m kg 1,261 8,750 1,780 2,670 890 438

2 BOTTOM CHORD

a. L 50 x 50 x 6 / 4.5 kg/m kg 67 9,000 1,780 2,670 890 450

b. L 50 x 50 x 6 / 4.5 kg/m kg 78 9,000 1,780 2,670 890 450

c L 50 x 50 x 6 / 4.5 kg/m kg 66 9,000 1,780 2,670 890 450

d. L 50 x 50 x 6 / 4.5 kg/m kg 484 9,000 1,780 2,670 890 450

e. L 90 x 90 x 7 / 8.2 kg/m kg 799 9,000 1,780 2,670 890 450

f. UNP 180x70x8/ 22.5 kg/m kg 753 8,750 1,780 2,670 890 438

g. UNP 150x75x 6.5 / 18.6 kg/m kg 62 8,750 1,780 2,670 890 438

h. UNP 150x75x 6.5 / 18.6 kg/m kg 781 8,750 1,780 2,670 890 438

i. UNP 150x75x 6.5 / 18.6 kg/m kg 56 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 50 x 50 x 6 / 4.5 kg/m kg 67 9,000 1,780 2,670 890 450

b. L 50 x 50 x 6 / 4.5 kg/m kg 65 9,000 1,780 2,670 890 450

c. L 50 x 50 x 6 / 4.5 kg/m kg 71 9,000 1,780 2,670 890 450

d. L 50 x 50 x 6 / 4.5 kg/m kg 484 9,000 1,780 2,670 890 450

e. L 50 x 50 x 6 / 4.5 kg/m kg 240 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. L 50 x 50 x 6 / 4.5 kg/m kg 248 9,000 1,780 2,670 890 450

d. L 75 x 75 x 6 / 6.8 kg/m kg 424 9,000 1,780 2,670 890 450

c. UNP 100x50x6/ 10.6 kg/m kg 1,550 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 320x131x11.3x17.3 X 6.9 / 62.5 kg/m kg 1,398 8,900 1,780 2,670 890 445


a. UNP 100x50x6/ 10.6 kg/m kg 1,549 8,750 1,780 2,670 890 438

b. L 50 x 50 x 6 / 4.5 kg/m kg 19 9,000 1,780 2,670 890 450

c. 25 NB PIPE / 2.46 kg/m kg 176 11,250 2,500 2,763 450 563

d. 32 NB PIPE / 3.61 kg/m kg 120 11,250 2,500 2,763 450 563

GALLERY_GR5

1 ELEVATION

a. L 100 x 100 x 10 / 14.9 kg/m kg 186 9,000 1,780 2,670 890 450

b. L 100 x 100 x 10 / 14.9 kg/m kg 177 9,000 1,780 2,670 890 450

c. L 75 x 75 x 6 / 6.8 kg/m kg 744 9,000 1,780 2,670 890 450

d. L 75 x 75 x 6 / 6.8 kg/m kg 544 9,000 1,780 2,670 890 450

e. UNP 160x65x7.5 / 19.25 kg/m kg 1,892 8,750 1,780 2,670 890 438

f. UNP 120x55x7/ 13.4 kg/m kg 1,294 8,750 1,780 2,670 890 438

2 BOTTOM CHORD

a. L 50 x 50 x 6 / 4.5 kg/m kg 69 9,000 1,780 2,670 890 450

b. L 50 x 50 x 6 / 4.5 kg/m kg 65 9,000 1,780 2,670 890 450

c L 50 x 50 x 6 / 4.5 kg/m kg 565 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 799 9,000 1,780 2,670 890 450

e. UNP 180x70x8/ 22.5 kg/m kg 753 8,750 1,780 2,670 890 438

f. UNP 150x75x 6.5 / 18.6 kg/m kg 70 8,750 1,780 2,670 890 438

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g. UNP 150x75x 6.5 / 18.6 kg/m kg 781 8,750 1,780 2,670 890 438

h. UNP 150x75x 6.5 / 18.6 kg/m kg 50 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 50 x 50 x 6 / 4.5 kg/m kg 69 9,000 1,780 2,670 890 450

b. L 50 x 50 x 6 / 4.5 kg/m kg 65 9,000 1,780 2,670 890 450

c. L 50 x 50 x 6 / 4.5 kg/m kg 565 9,000 1,780 2,670 890 450

d. L 50 x 50 x 6 / 4.5 kg/m kg 240 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. L 50 x 50 x 6 / 4.5 kg/m kg 248 9,000 1,780 2,670 890 450

d. L 75 x 75 x 6 / 6.8 kg/m kg 424 9,000 1,780 2,670 890 450

c. UNP 100x50x6/ 10.6 kg/m kg 1,549 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 320x131x11.3x17.3 X 6.9 / 62.5 kg/m kg 1,398 8,900 1,780 2,670 890 445


a. UNP 100x50x6/ 10.6 kg/m kg 1,549 8,750 1,780 2,670 890 438

b. L 50 x 50 x 6 / 4.5 kg/m kg 19 9,000 1,780 2,670 890 450

c. 25 NB PIPE / 2.46 kg/m kg 177 11,250 2,500 2,763 450 563

d. 32 NB PIPE / 3.61 kg/m kg 119 11,250 2,500 2,763 450 563

GALLERY_GR10

1 ELEVATION

a. L 100 x 100 x 10 / 14.9 kg/m kg 373 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 769 9,000 1,780 2,670 890 450

c. L 80 x 80 x 6 / 7.3 kg/m kg 511 9,000 1,780 2,670 890 450

d. UNP 160x65x7.5 / 19.25 kg/m kg 1,676 8,750 1,780 2,670 890 438

e. UNP 100x50x6/ 10.6 kg/m kg 923 8,750 1,780 2,670 890 438

2 BOTTOM CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 178 9,000 1,780 2,670 890 450

b. L 65 x 65 x 6 / 5.8 kg/m kg 624 9,000 1,780 2,670 890 450

c. L 90 x 90 x 7 / 8.2 kg/m kg 728 9,000 1,780 2,670 890 450

e. UNP 200 x 75 x 8.5/ 25.8 kg/m kg 774 8,750 1,780 2,670 890 438

f. UNP 150x75x 6.5 / 18.6 kg/m kg 140 8,750 1,780 2,670 890 438

g. UNP 150x75x 6.5 / 18.6 kg/m kg 670 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 178 9,000 1,780 2,670 890 450

b. L 65 x 65 x 6 / 5.8 kg/m kg 271 9,000 1,780 2,670 890 450

c. L 50 x 50 x 6 / 4.5 kg/m kg 484 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. L 50 x 50 x 6 / 4.5 kg/m kg 248 9,000 1,780 2,670 890 450

d. L 75 x 75 x 6 / 6.8 kg/m kg 371 9,000 1,780 2,670 890 450

c. UNP 100x50x6/ 10.6 kg/m kg 1,413 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 320x131x11.3x17.3 X 6.9 / 62.5 kg/m kg 1,398 8,900 1,780 2,670 890 445


a. UNP 100x50x6/ 10.6 kg/m kg 1,413 8,750 1,780 2,670 890 438

b. L 50 x 50 x 6 / 4.5 kg/m kg 17 9,000 1,780 2,670 890 450

c. 25 NB PIPE / 2.46 kg/m kg 160 11,250 2,500 2,763 450 563

d. 32 NB PIPE / 3.61 kg/m kg 109 11,250 2,500 2,763 450 563

GALLERY_GR8

1 ELEVATION

a. L 100 x 100 x 10 / 14.9 kg/m kg 328 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 512 9,000 1,780 2,670 890 450

c. L 80 x 80 x 6 / 7.3 kg/m kg 365 9,000 1,780 2,670 890 450

d. UNP 160x65x7.5 / 19.25 kg/m kg 1,101 8,750 1,780 2,670 890 438

e. UNP 100x50x6/ 10.6 kg/m kg 606 8,750 1,780 2,670 890 438

2 BOTTOM CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 164 9,000 1,780 2,670 890 450

b. L 65 x 65 x 6 / 5.8 kg/m kg 416 9,000 1,780 2,670 890 450

c. L 90 x 90 x 7 / 8.2 kg/m kg 483 9,000 1,780 2,670 890 450

e. UNP 200 x 75 x 8.5/ 25.8 kg/m kg 602 8,750 1,780 2,670 890 438

f. UNP 150x75x 6.5 / 18.6 kg/m kg 86 8,750 1,780 2,670 890 438

g. UNP 150x75x 6.5 / 18.6 kg/m kg 446 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 164 9,000 1,780 2,670 890 450

b. L 65 x 65 x 6 / 5.8 kg/m kg 193 9,000 1,780 2,670 890 450

c. L 50 x 50 x 6 / 4.5 kg/m kg 323 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. L 50 x 50 x 6 / 4.5 kg/m kg 248 9,000 1,780 2,670 890 450

d. L 75 x 75 x 6 / 6.8 kg/m kg 265 9,000 1,780 2,670 890 450

c. UNP 100x50x6/ 10.6 kg/m kg 937 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 320x131x11.3x17.3 X 6.9 / 62.5 kg/m kg 1,398 8,900 1,780 2,670 890 445

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a. UNP 100x50x6/ 10.6 kg/m kg 937 8,750 1,780 2,670 890 438

b. L 50 x 50 x 6 / 4.5 kg/m kg 12 9,000 1,780 2,670 890 450

c. 25 NB PIPE / 2.46 kg/m kg 106 11,250 2,500 2,763 450 563

d. 32 NB PIPE / 3.61 kg/m kg 73 11,250 2,500 2,763 450 563

GALLERY_GR9

1 ELEVATION

a. L 100 x 100 x 10 / 14.9 kg/m kg 328 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 512 9,000 1,780 2,670 890 450

c. L 80 x 80 x 6 / 7.3 kg/m kg 365 9,000 1,780 2,670 890 450

d. UNP 160x65x7.5 / 19.25 kg/m kg 1,101 8,750 1,780 2,670 890 438

e. UNP 100x50x6/ 10.6 kg/m kg 606 8,750 1,780 2,670 890 438

2 BOTTOM CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 164 9,000 1,780 2,670 890 450

b. L 65 x 65 x 6 / 5.8 kg/m kg 416 9,000 1,780 2,670 890 450

c. L 90 x 90 x 7 / 8.2 kg/m kg 483 9,000 1,780 2,670 890 450

e. UNP 200 x 75 x 8.5/ 25.8 kg/m kg 602 8,750 1,780 2,670 890 438

f. UNP 150x75x 6.5 / 18.6 kg/m kg 86 8,750 1,780 2,670 890 438

g. UNP 150x75x 6.5 / 18.6 kg/m kg 446 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 164 9,000 1,780 2,670 890 450

b. L 65 x 65 x 6 / 5.8 kg/m kg 193 9,000 1,780 2,670 890 450

c. L 50 x 50 x 6 / 4.5 kg/m kg 323 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. L 50 x 50 x 6 / 4.5 kg/m kg 248 9,000 1,780 2,670 890 450

d. L 75 x 75 x 6 / 6.8 kg/m kg 265 9,000 1,780 2,670 890 450

c. UNP 100x50x6/ 10.6 kg/m kg 937 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 320x131x11.3x17.3 X 6.9 / 62.5 kg/m kg 1,398 8,900 1,780 2,670 890 445


a. UNP 100x50x6/ 10.6 kg/m kg 937 8,750 1,780 2,670 890 438

b. L 50 x 50 x 6 / 4.5 kg/m kg 12 9,000 1,780 2,670 890 450

c. 25 NB PIPE / 2.46 kg/m kg 106 11,250 2,500 2,763 450 563

d. 32 NB PIPE / 3.61 kg/m kg 73 11,250 2,500 2,763 450 563

GALLERY_GR6A

1 ELEVATION

a. L 100 x 100 x 10 / 14.9 kg/m kg 426 9,000 1,780 2,670 890 450

b. UNP 160x65x7.5 / 19.25 kg/m kg 196 8,750 1,780 2,670 890 438

c. UNP 100x50x6/ 10.6 kg/m kg 108 8,750 1,780 2,670 890 438

2 BOTTOM CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 195 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 98 9,000 1,780 2,670 890 450

c. UNP 200 x 75 x 8.5 / 25.8 kg/m kg 172 8,750 1,780 2,670 890 438

d. UNP 150x75x 6.5 / 18.6 kg/m kg 95 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 195 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. UNP 100x50x6/ 10.6 kg/m kg 190 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 320x131x11.3x17.3 X 6.9 / 62.5 kg/m kg 1,398 8,900 1,780 2,670 890 445


a. UNP 100x50x6/ 10.6 kg/m kg 190 8,750 1,780 2,670 890 438

b. 25 NB PIPE / 2.46 kg/m kg 22 11,250 2,500 2,763 450 563

c. 32 NB PIPE / 3.61 kg/m kg 15 11,250 2,500 2,763 450 563

GALLERY_GR7A

1 ELEVATION

a. L 100 x 100 x 10 / 14.9 kg/m kg 426 9,000 1,780 2,670 890 450

b. UNP 160x65x7.5 / 19.25 kg/m kg 196 8,750 1,780 2,670 890 438

c. UNP 100x50x6/ 10.6 kg/m kg 108 8,750 1,780 2,670 890 438

2 BOTTOM CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 195 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 98 9,000 1,780 2,670 890 450

c. UNP 200 x 75 x 8.5 / 25.8 kg/m kg 172 8,750 1,780 2,670 890 438

d. UNP 150x75x 6.5 / 18.6 kg/m kg 95 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 195 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. UNP 100x50x6/ 10.6 kg/m kg 190 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 320x131x11.3x17.3 X 6.9 / 62.5 kg/m kg 1,398 8,900 1,780 2,670 890 445


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a. UNP 100x50x6/ 10.6 kg/m kg 190 8,750 1,780 2,670 890 438

b. 25 NB PIPE / 2.46 kg/m kg 22 11,250 2,500 2,763 450 563

c. 32 NB PIPE / 3.61 kg/m kg 15 11,250 2,500 2,763 450 563

GALLERY_GR8A

1 ELEVATION

a. L 100 x 100 x 10 / 14.9 kg/m kg 426 9,000 1,780 2,670 890 450

b. UNP 160x65x7.5 / 19.25 kg/m kg 196 8,750 1,780 2,670 890 438

c. UNP 100x50x6/ 10.6 kg/m kg 108 8,750 1,780 2,670 890 438

2 BOTTOM CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 195 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 98 9,000 1,780 2,670 890 450

c. UNP 200 x 75 x 8.5 / 25.8 kg/m kg 172 8,750 1,780 2,670 890 438

d. UNP 150x75x 6.5 / 18.6 kg/m kg 95 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 195 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. UNP 100x50x6/ 10.6 kg/m kg 190 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 320x131x11.3x17.3 X 6.9 / 62.5 kg/m kg 1,398 8,900 1,780 2,670 890 445


a. UNP 100x50x6/ 10.6 kg/m kg 190 8,750 1,780 2,670 890 438

b. 25 NB PIPE / 2.46 kg/m kg 22 11,250 2,500 2,763 450 563

c. 32 NB PIPE / 3.61 kg/m kg 15 11,250 2,500 2,763 450 563

GALLERY_GR9A

1 ELEVATION

a. L 100 x 100 x 10 / 14.9 kg/m kg 426 9,000 1,780 2,670 890 450

b. UNP 160x65x7.5 / 19.25 kg/m kg 196 8,750 1,780 2,670 890 438

c. UNP 100x50x6/ 10.6 kg/m kg 108 8,750 1,780 2,670 890 438

2 BOTTOM CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 195 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 98 9,000 1,780 2,670 890 450

c. UNP 200 x 75 x 8.5 / 25.8 kg/m kg 172 8,750 1,780 2,670 890 438

d. UNP 150x75x 6.5 / 18.6 kg/m kg 95 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 195 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. UNP 100x50x6/ 10.6 kg/m kg 190 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 320x131x11.3x17.3 X 6.9 / 62.5 kg/m kg 1,398 8,900 1,780 2,670 890 445


a. UNP 100x50x6/ 10.6 kg/m kg 190 8,750 1,780 2,670 890 438

b. 25 NB PIPE / 2.46 kg/m kg 22 11,250 2,500 2,763 450 563

c. 32 NB PIPE / 3.61 kg/m kg 15 11,250 2,500 2,763 450 563

GALLERY_GR6

1 ELEVATION

a. L 100 x 100 x 10 / 14.9 kg/m kg 168 9,000 1,780 2,670 890 450

b. L 100 x 100 x 10 / 14.9 kg/m kg 171 9,000 1,780 2,670 890 450

c. L 90 x 90 x 7 / 8.2 kg/m kg 640 9,000 1,780 2,670 890 450

d. L 80 x 80 x 6 / 7.3 kg/m kg 438 9,000 1,780 2,670 890 450

e. UNP 160x65x7.5 / 19.25 kg/m kg 1,346 8,750 1,780 2,670 890 438

f. UNP 100x50x6/ 10.6 kg/m kg 735 8,750 1,780 2,670 890 438

2 BOTTOM CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 83 9,000 1,780 2,670 890 450

b. L 65 x 65 x 6 / 5.8 kg/m kg 84 9,000 1,780 2,670 890 450

c. L 65 x 65 x 6 / 5.8 kg/m kg 95 9,000 1,780 2,670 890 450

d. L 65 x 65 x 6 / 5.8 kg/m kg 416 9,000 1,780 2,670 890 450

e. L 90 x 90 x 7 / 8.2 kg/m kg 583 9,000 1,780 2,670 890 450

f. UNP 200 x 75 x 8.5/ 25.8 kg/m kg 774 8,750 1,780 2,670 890 438

g. UNP 150x75x 6.5 / 18.6 kg/m kg 49 8,750 1,780 2,670 890 438

h. UNP 150x75x 6.5 / 18.6 kg/m kg 52 8,750 1,780 2,670 890 438

i. UNP 150x75x 6.5 / 18.6 kg/m kg 97 8,750 1,780 2,670 890 438

j. UNP 150x75x 6.5 / 18.6 kg/m kg 446 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 65 x 65 x 6 / 5.8 kg/m kg 83 9,000 1,780 2,670 890 450

b. L 65 x 65 x 6 / 5.8 kg/m kg 96 9,000 1,780 2,670 890 450

a. L 65 x 65 x 6 / 5.8 kg/m kg 84 9,000 1,780 2,670 890 450

b. L 65 x 65 x 6 / 5.8 kg/m kg 309 9,000 1,780 2,670 890 450

c. L 50 x 50 x 6 / 4.5 kg/m kg 283 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. L 50 x 50 x 6 / 4.5 kg/m kg 248 9,000 1,780 2,670 890 450

d. L 75 x 75 x 6 / 6.8 kg/m kg 318 9,000 1,780 2,670 890 450

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c. UNP 100x50x6/ 10.6 kg/m kg 1,130 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 320x131x11.3x17.3 X 6.9 / 62.5 kg/m kg 1,398 8,900 1,780 2,670 890 445


a. UNP 100x50x6/ 10.6 kg/m kg 1,130 8,750 1,780 2,670 890 438

b. L 50 x 50 x 6 / 4.5 kg/m kg 19 9,000 1,780 2,670 890 450

c. 25 NB PIPE / 2.46 kg/m kg 128 11,250 2,500 2,763 450 563

d. 32 NB PIPE / 3.61 kg/m kg 87 11,250 2,500 2,763 450 563

GALLERY_GR7

1 ELEVATION

a. L 100 x 100 x 10 / 14.9 kg/m kg 365 9,000 1,780 2,670 890 450

b. L 100 x 100 x 10 / 14.9 kg/m kg 465 9,000 1,780 2,670 890 450

c. L 80 x 80 x 6 / 7.3 kg/m kg 1,140 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 1,066 9,000 1,780 2,670 890 450

e. UNP 320 x 320 x 100 / 59.5 kg/m kg 9,413 8,750 1,780 2,670 890 438

e. UNP 240 x 85 x 9.5 / 34.16 kg/m kg 5,404 8,750 1,780 2,670 890 438

2 BOTTOM CHORD

a. L 50 x 50 x 6 / 4.5 kg/m kg 136 9,000 1,780 2,670 890 450

b. L 50 x 50 x 6 / 4.5 kg/m kg 969 9,000 1,780 2,670 890 450

c. L 90 x 90 x 7 / 8.2 kg/m kg 1,327 9,000 1,780 2,670 890 450

d. UNP 180 x 70 x 8 / 22.58 kg/m kg 1,130 8,750 1,780 2,670 890 438

e. UNP 150x75x 6.5 / 18.6 kg/m kg 132 8,750 1,780 2,670 890 438

f. UNP 150x75x 6.5 / 18.6 kg/m kg 1,339 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 50 x 50 x 6 / 4.5 kg/m kg 136 9,000 1,780 2,670 890 450

b. L 50 x 50 x 6 / 4.5 kg/m kg 969 9,000 1,780 2,670 890 450

c. L 65 x 65 x 6 / 5.8 kg/m kg 503 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. L 50 x 50 x 6 / 4.5 kg/m kg 497 9,000 1,780 2,670 890 450

d. L 75 x 75 x 6 / 6.8 kg/m kg 690 9,000 1,780 2,670 890 450

c. UNP 100x50x6/ 10.6 kg/m kg 2,573 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 360x143x13 x 19.5 X 7.8 / 62.5 kg/m kg 1,398 8,900 1,780 2,670 890 445


a. UNP 100x50x6/ 10.6 kg/m kg 2,573 8,750 1,780 2,670 890 438

b. L 50 x 50 x 6 / 4.5 kg/m kg 19 9,000 1,780 2,670 890 450

c. 32 NB PIPE / 3.61 kg/m kg 292 11,250 2,500 2,763 450 563

d. 25 NB PIPE / 2.46 kg/m kg 199 11,250 2,500 2,763 450 563

TRESTLES_TR3 TO TR-9

a. INP 340x137x12.2 x 18.3 X 7.3 / 69.41 kg/m kg 4,257 8,900 1,780 2,670 890 445

b. INP 300x125x10.8 x 16.2 X 6.5 / 55.08 kg/m kg 13,797 8,900 1,780 2,670 890 445

d. INP 240 x 123 x 4 x 7 / 36.25 kg/m kg 1,378 8,900 1,780 2,670 890 445

e. INP 200 x 100 x 3.2 x 4.5 / 36.25 kg/m kg 26 8,900 1,780 2,670 890 445

f. L 80 x 80 x 6 / 7.3 kg/m kg 2,502 9,000 1,780 2,670 890 450

g. L 75 x 75 x 6 / 6.8 kg/m kg 2,751 9,000 1,780 2,670 890 450

h. L 65 x 65 x 6 / 5.8 kg/m kg 7,274 9,000 1,780 2,670 890 450

Gusset plates, base plates and stiffener kg 16,540 9,000 1,780 2,670 890 450

2 MISCELLANEOUS


1) Available dia Nos. 88 5,000 375 250

ASTM A325 Bolts

2) For Available bolt dia kg 979 6,000 450 300

2 m2 385 85,000 21,250 4,250

2 m2 1,070 85,000 21,250 4,250

BILL NO. 6-BC-RH.03&BC-0.3.04C, CONVEYOR - STEEL WORKS

Not

1 BC-RH.03&BC-03.04C 267,162

GALLERY_GR11

1 ELEVATION

a. UNP 240x85x9.5 / 34.1 kg/m kg 3,161 8,750 1,780 2,670 890 438

b. UNP 140x60x7/ 16 kg/m kg 1,483 8,750 1,780 2,670 890 438


Total



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c. L 100 x 100 x 10 / 14.6 kg/m kg 308 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 574 9,000 1,780 2,670 890 450

e. L 75 x 75 x 6 / 6.8 kg/m kg 637 9,000 1,780 2,670 890 450

2 BOTTOM CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 347 9,000 1,780 2,670 890 450

b. L 75 x 75 x 6 / 6.8 kg/m kg 1,071 9,000 1,780 2,670 890 450

c. UNP 300x100x10 / 46.3 kg/m kg 1,820 8,750 1,780 2,670 890 438

d. L 90 x 90 x 7 / 8.2 kg/m kg 775 9,000 1,780 2,670 890 450

e. UNP 150x75x6.5 / 18.6 kg/m kg 385 8,750 1,780 2,670 890 438

f. UNP 150x75x6.5 / 18.6 kg/m kg 1,339 8,750 1,780 2,670 890 438

g. UNP 100x50x6/ 10.6 kg/m kg 67 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 347 9,000 1,780 2,670 890 450

b. L 75 x 75 x 6 / 6.8 kg/m kg 1,071 9,000 1,780 2,670 890 450

c. L 80 x 80 x 6 / 7.3 kg/m kg 621 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. L 50 x 50 x 6 / 4.5 kg/m kg 301 9,000 1,780 2,670 890 450

b. UNP 100x50x6/ 10.6 kg/m kg 1,502 8,750 1,780 2,670 890 438

c. L 100 x 100 x 10 / 14.9 kg/m kg 1,350 9,000 1,780 2,670 890 450

5 PORTAL FRME-1

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438

6 PORTAL FRME-2

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438


a. UNP 100x50x6/ 10.6 kg/m kg 1,502 8,750 1,780 2,670 890 438

b. L 50 x 50 x 6 / 4.5 kg/m kg 17 9,000 1,780 2,670 890 450

c. 25 NB PIPE / 2.46 kg/m kg 117 11,250 2,500 2,763 450 563

d. 32 NB PIPE / 3.61 kg/m kg 171 11,250 2,500 2,763 450 563

GALLERY_GR11A

1 ELEVATION

a. UNP 240x85x9.5 / 34.1 kg/m kg 348 8,750 1,780 2,670 890 438

b. UNP 140x60x7/ 16 kg/m kg 163 8,750 1,780 2,670 890 438

c. L 100 x 100 x 10 / 14.6 kg/m kg 426 9,000 1,780 2,670 890 450

2 BOTTOM CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 173 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 95 9,000 1,780 2,670 890 450

c. UNP 150x75x6.5 / 18.6 kg/m kg 190 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 173 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. UNP 100x50x6/ 10.6 kg/m kg 162 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438

6 PORTAL FRME-2

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438


a. UNP 100x50x6/ 10.6 kg/m kg 184 8,750 1,780 2,670 890 438

b. 25 NB PIPE / 2.46 kg/m kg 14 11,250 2,500 2,763 450 563

c. 32 NB PIPE / 3.61 kg/m kg 21 11,250 2,500 2,763 450 563

GALLERY_GR12

1 ELEVATION

a. UNP 240x85x9.5 / 34.1 kg/m kg 3,212 8,750 1,780 2,670 890 438

b. UNP 140x60x7/ 16 kg/m kg 1,507 8,750 1,780 2,670 890 438

c. L 100 x 100 x 10 / 14.6 kg/m kg 445 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 574 9,000 1,780 2,670 890 450

e. L 75 x 75 x 6 / 6.8 kg/m kg 637 9,000 1,780 2,670 890 450

2 BOTTOM CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 351 9,000 1,780 2,670 890 450

b. L 75 x 75 x 6 / 6.8 kg/m kg 1,071 9,000 1,780 2,670 890 450

c. UNP 300x100x10 / 46.3 kg/m kg 1,891 8,750 1,780 2,670 890 438

d. L 90 x 90 x 7 / 8.2 kg/m kg 787 9,000 1,780 2,670 890 450

e. UNP 150x75x6.5 / 18.6 kg/m kg 413 8,750 1,780 2,670 890 438

f. UNP 150x75x6.5 / 18.6 kg/m kg 1,339 8,750 1,780 2,670 890 438

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g. UNP 100x50x6/ 10.6 kg/m kg 67 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 351 9,000 1,780 2,670 890 450

b. L 75 x 75 x 6 / 6.8 kg/m kg 1,071 9,000 1,780 2,670 890 450

c. L 80 x 80 x 6 / 7.3 kg/m kg 621 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. L 50 x 50 x 6 / 4.5 kg/m kg 301 9,000 1,780 2,670 890 450

b. UNP 100x50x6/ 10.6 kg/m kg 1,526 8,750 1,780 2,670 890 438

c. L 100 x 100 x 10 / 14.9 kg/m kg 1,350 9,000 1,780 2,670 890 450

5 PORTAL FRME-1

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438

6 PORTAL FRME-2

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438


a. UNP 100x50x6/ 10.6 kg/m kg 1,502 8,750 1,780 2,670 890 438

b. L 50 x 50 x 6 / 4.5 kg/m kg 17 9,000 1,780 2,670 890 450

c. 25 NB PIPE / 2.46 kg/m kg 118 11,250 2,500 2,763 450 563

d. 32 NB PIPE / 3.61 kg/m kg 173 11,250 2,500 2,763 450 563

GALLERY_GR12A

1 ELEVATION

a. UNP 240x85x9.5 / 34.1 kg/m kg 348 8,750 1,780 2,670 890 438

b. UNP 140x60x7/ 16 kg/m kg 163 8,750 1,780 2,670 890 438

c. L 100 x 100 x 10 / 14.6 kg/m kg 426 9,000 1,780 2,670 890 450

2 BOTTOM CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 173 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 95 9,000 1,780 2,670 890 450

c. UNP 150x75x6.5 / 18.6 kg/m kg 190 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 173 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. UNP 100x50x6/ 10.6 kg/m kg 162 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438

6 PORTAL FRME-2

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438


a. UNP 100x50x6/ 10.6 kg/m kg 184 8,750 1,780 2,670 890 438

b. 25 NB PIPE / 2.46 kg/m kg 14 11,250 2,500 2,763 450 563

c. 32 NB PIPE / 3.61 kg/m kg 21 11,250 2,500 2,763 450 563

GALLERY_GR13

1 ELEVATION

a. UNP 240x85x9.5 / 34.1 kg/m kg 3,330 8,750 1,780 2,670 890 438

b. UNP 140x60x7/ 16 kg/m kg 1,574 8,750 1,780 2,670 890 438

c. L 100 x 100 x 10 / 14.6 kg/m kg 465 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 574 9,000 1,780 2,670 890 450

e. L 75 x 75 x 6 / 6.8 kg/m kg 637 9,000 1,780 2,670 890 450

f. L 100 x 100 x 10 / 14.6 kg/m kg 420 9,000 1,780 2,670 890 450

2 BOTTOM CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 173 9,000 1,780 2,670 890 450

b. L 75 x 75 x 6 / 6.8 kg/m kg 1,249 9,000 1,780 2,670 890 450

c. UNP 300x100x10 / 46.3 kg/m kg 1,891 8,750 1,780 2,670 890 438

d. L 90 x 90 x 7 / 8.2 kg/m kg 787 9,000 1,780 2,670 890 450

e. UNP 150x75x6.5 / 18.6 kg/m kg 413 8,750 1,780 2,670 890 438

f. UNP 150x75x6.5 / 18.6 kg/m kg 1,339 8,750 1,780 2,670 890 438

g. UNP 100x50x6/ 10.6 kg/m kg 67 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 172 9,000 1,780 2,670 890 450

b. L 75 x 75 x 6 / 6.8 kg/m kg 1,249 9,000 1,780 2,670 890 450

c. L 80 x 80 x 6 / 7.3 kg/m kg 621 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. L 50 x 50 x 6 / 4.5 kg/m kg 301 9,000 1,780 2,670 890 450

b. UNP 100x50x6/ 10.6 kg/m kg 1,526 8,750 1,780 2,670 890 438

c. L 100 x 100 x 10 / 14.9 kg/m kg 1,350 9,000 1,780 2,670 890 450

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5 PORTAL FRME-1

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438

6 PORTAL FRME-2

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438


a. UNP 100x50x6/ 10.6 kg/m kg 1,526 8,750 1,780 2,670 890 438

b. L 50 x 50 x 6 / 4.5 kg/m kg 17 9,000 1,780 2,670 890 450

c. 25 NB PIPE / 2.46 kg/m kg 118 11,250 2,500 2,763 450 563

d. 32 NB PIPE / 3.61 kg/m kg 173 11,250 2,500 2,763 450 563

GALLERY_GR13A

1 ELEVATION

a. UNP 240x85x9.5 / 34.1 kg/m kg 348 8,750 1,780 2,670 890 438

b. UNP 140x60x7/ 16 kg/m kg 163 8,750 1,780 2,670 890 438

c. L 100 x 100 x 10 / 14.6 kg/m kg 426 9,000 1,780 2,670 890 450

2 BOTTOM CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 173 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 98 9,000 1,780 2,670 890 450

c. UNP 150x75x6.5 / 18.6 kg/m kg 190 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 173 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. UNP 100x50x6/ 10.6 kg/m kg 190 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438

6 PORTAL FRME-2

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438


a. UNP 100x50x6/ 10.6 kg/m kg 190 8,750 1,780 2,670 890 438

b. 25 NB PIPE / 2.46 kg/m kg 14 11,250 2,500 2,763 450 563

c. 32 NB PIPE / 3.61 kg/m kg 22 11,250 2,500 2,763 450 563

GALLERY_GR14

1 ELEVATION

a. UNP 240x85x9.5 / 34.1 kg/m kg 3,196 8,750 1,780 2,670 890 438

b. UNP 140x60x7/ 16 kg/m kg 1,507 8,750 1,780 2,670 890 438

c. L 100 x 100 x 10 / 14.6 kg/m kg 173 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 574 9,000 1,780 2,670 890 450

e. L 75 x 75 x 6 / 6.8 kg/m kg 637 9,000 1,780 2,670 890 450

f. L 100 x 100 x 10 / 14.6 kg/m kg 231 9,000 1,780 2,670 890 450

2 BOTTOM CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 179 9,000 1,780 2,670 890 450

b. L 75 x 75 x 6 / 6.8 kg/m kg 1,249 9,000 1,780 2,670 890 450

c. UNP 300x100x10 / 46.3 kg/m kg 1,891 8,750 1,780 2,670 890 438

d. L 90 x 90 x 7 / 8.2 kg/m kg 787 9,000 1,780 2,670 890 450

e. UNP 150x75x6.5 / 18.6 kg/m kg 190 8,750 1,780 2,670 890 438

f. UNP 150x75x6.5 / 18.6 kg/m kg 1,562 8,750 1,780 2,670 890 438

g. UNP 100x50x6/ 10.6 kg/m kg 67 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 172 9,000 1,780 2,670 890 450

b. L 75 x 75 x 6 / 6.8 kg/m kg 1,249 9,000 1,780 2,670 890 450

c. L 80 x 80 x 6 / 7.3 kg/m kg 621 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. L 50 x 50 x 6 / 4.5 kg/m kg 301 9,000 1,780 2,670 890 450

b. UNP 100x50x6/ 10.6 kg/m kg 1,526 8,750 1,780 2,670 890 438

c. L 100 x 100 x 10 / 14.9 kg/m kg 1,350 9,000 1,780 2,670 890 450

5 PORTAL FRME-1

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438

6 PORTAL FRME-2

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438


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a. UNP 100x50x6/ 10.6 kg/m kg 1,526 8,750 1,780 2,670 890 438

b. L 50 x 50 x 6 / 4.5 kg/m kg 17 9,000 1,780 2,670 890 450

c. 25 NB PIPE / 2.46 kg/m kg 118 11,250 2,500 2,763 450 563

d. 32 NB PIPE / 3.61 kg/m kg 173 11,250 2,500 2,763 450 563

GALLERY_GR14A

1 ELEVATION

a. UNP 240x85x9.5 / 34.1 kg/m kg 350 8,750 1,780 2,670 890 438

b. UNP 140x60x7/ 16 kg/m kg 164 8,750 1,780 2,670 890 438

c. L 100 x 100 x 10 / 14.6 kg/m kg 427 9,000 1,780 2,670 890 450

2 BOTTOM CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 173 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 99 9,000 1,780 2,670 890 450

c. UNP 150x75x6.5 / 18.6 kg/m kg 191 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 173 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. UNP 100x50x6/ 10.6 kg/m kg 191 8,750 1,780 2,670 890 438

5 PORTAL FRME-1

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438

6 PORTAL FRME-2

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438


a. UNP 100x50x6/ 10.6 kg/m kg 191 8,750 1,780 2,670 890 438

b. 25 NB PIPE / 2.46 kg/m kg 15 11,250 2,500 2,763 450 563

c. 32 NB PIPE / 3.61 kg/m kg 22 11,250 2,500 2,763 450 563

GALLERY_GR15

1 ELEVATION

a. UNP 240x85x9.5 / 34.1 kg/m kg 2,391 8,750 1,780 2,670 890 438

b. UNP 140x60x7/ 16 kg/m kg 1,130 8,750 1,780 2,670 890 438

c. L 100 x 100 x 10 / 14.6 kg/m kg 155 9,000 1,780 2,670 890 450

d. L 90 x 90 x 7 / 8.2 kg/m kg 410 9,000 1,780 2,670 890 450

e. L 75 x 75 x 6 / 6.8 kg/m kg 425 9,000 1,780 2,670 890 450

f. L 100 x 100 x 10 / 14.6 kg/m kg 222 9,000 1,780 2,670 890 450

2 BOTTOM CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 177 9,000 1,780 2,670 890 450

b. L 75 x 75 x 6 / 6.8 kg/m kg 714 9,000 1,780 2,670 890 450

b. L 75 x 75 x 6 / 6.8 kg/m kg 176 9,000 1,780 2,670 890 450

c. UNP 300x100x10 / 46.3 kg/m kg 1,351 8,750 1,780 2,670 890 438

d. L 90 x 90 x 7 / 8.2 kg/m kg 593 9,000 1,780 2,670 890 450

e. UNP 150x75x6.5 / 18.6 kg/m kg 212 8,750 1,780 2,670 890 438

f. UNP 150x75x6.5 / 18.6 kg/m kg 893 8,750 1,780 2,670 890 438

g. UNP 150x75x6.5 / 18.6 kg/m kg 205 8,750 1,780 2,670 890 438

h. UNP 100x50x6/ 10.6 kg/m kg 48 8,750 1,780 2,670 890 438

3 TOP CHORD

a. L 75 x 75 x 6 / 6.8 kg/m kg 177 9,000 1,780 2,670 890 450

b. L 75 x 75 x 6 / 6.8 kg/m kg 714 9,000 1,780 2,670 890 450

c. L 75 x 75 x 6 / 6.8 kg/m kg 176 9,000 1,780 2,670 890 450

d. L 80 x 80 x 6 / 7.3 kg/m kg 444 9,000 1,780 2,670 890 450

4 RAFTER&PURLIN

a. L 50 x 50 x 6 / 4.5 kg/m kg 301 9,000 1,780 2,670 890 450

b. UNP 100x50x6/ 10.6 kg/m kg 1,151 8,750 1,780 2,670 890 438

c. L 100 x 100 x 10 / 14.9 kg/m kg 964 9,000 1,780 2,670 890 450

5 PORTAL FRME-1

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438

6 PORTAL FRME-2

a. INP 340x137x12.2x18.3 x7.3 / 69.41 kg/m kg 889 8,900 1,780 2,670 890 445

b. INP 300x125x10.1x16.2 x6.5 / 46.3 kg/m kg 270 8,900 1,780 2,670 890 445

c. UNP 100x50x6/ 10.6 kg/m kg 10 8,750 1,780 2,670 890 438


a. UNP 100x50x6/ 10.6 kg/m kg 1,151 8,750 1,780 2,670 890 438

b. L 50 x 50 x 6 / 4.5 kg/m kg 12 9,000 1,780 2,670 890 450

c. 25 NB PIPE / 2.46 kg/m kg 89 11,250 2,500 2,763 450 563

d. 32 NB PIPE / 3.61 kg/m kg 131 11,250 2,500 2,763 450 563

GALLERY_GR15A

1 ELEVATION

033671.xls.ms_office 26 - 38

8/22/2019 to vendor

27/38


(2) (5) (8) (9) (10) = (2~9)



a. UNP 240x85x9.5 / 34.1 kg/m kg 352 8,750 1,780 2,670 890 438

b. UNP 140x60x7/ 16 kg/m kg 165 8,750 1,780 2,670 890 438

c. L 100 x 100 x 10 / 14.6 kg/m kg 428

to vendor

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