Section-30000T.

PE: Building Works

Pier Extension Project: Cost Summary of Architectural Structures Works

Engineer's Estimate price (A) ADC New Price (B)

Comparison
Item Combined ( 1 JPY=…. Combined ( 1 JPY=…. (B)/(A)
Description Amount Amount Remark
No. BDT) BDT)
Yen BDT BDT Yen BDT BDT %
Section-30000T.PE: Building Works

Section Summary
1 Division-30200T.PE: Foundations 180,908,650.40 780,272,633.20 917,853,661.83 180,158,606.40 784,821,992.20 921,832,612.37 100%

2 Division-30300T.PE: Earthworks - 93,361,878.00 93,361,878.00 - 98,047,477.54 98,047,477.54 105%

3 Division-30400T.PE: Concrete Works - 1,463,642,849.73 1,463,642,849.73 - 1,988,682,559.42 1,988,682,559.42 136%

`
4 Division-30500T.PE: Structural Steel Works Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
5 Division-30600T.PE: Masonry Works - 41,142,050.00 41,142,050.00 - 67,712,370.07 67,712,370.07 165%

6 Division-30700T.PE: Roofing works/External Façade 1,141,165,110.00 1,141,165,110.00 2,274,336,434.68 398,457,793.00 2,128,090,651.57 186%

7 Division-30800T.PE: Partitioning/Internal glazing 121,377,790.00 121,377,790.00 150,475,452.12 87,960,781.40 202,397,362.74 167%

8 Division-30900T.PE: Doors/Windows/Grilles/Shutter - 22,683,900.00 22,683,900.00 5,857,794.13 88,793,460.88 93,251,673.03 411%

9 Division-31000T.PE: Metal Works - 287,955,150.00 287,955,150.00 590,090,505.97 104,088,231.78 552,852,061.57 192%

10 Division-31100T.PE: Finishing Works 1,691,537,580.00 1,691,537,580.00 3,019,515,852.02 572,510,306.42 2,868,852,111.88 170%

11 Division-31200T.PE: Interior Fittings 225,705,103.81 71,966,157.54 243,614,888.99 499,127,955.72 29,229,885.28 408,816,695.61 168%

12 Division-31300T.PE: Ancillary Works - 164,410.00 164,410.00 - 377,731.11 377,731.11 230%

13 Division-31400T.PE: Fixed Gangway - 600,979,040.00 600,979,040.00 1,468,491,730.05 461,179,086.98 1,577,967,047.68 263%

Total to Sub Final Summary

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
for Section 30000T.PE: Architectural & Structures Works

Summary Page No. 30000T:PE/1

Pier Extension Project BOQ

Section-30000U PE: Building Works t3p str 303110u 230919.xlsx

Section Summary
Division-30310U PE: Earthworks
Division-30410U PE: Concrete Works
Division-30420U PE: Formworks
Division-30430U PE: Reinforcement Bars
Division-30510U PE: Structural Steel Works
Division-30550U PE: Fixed Gangway Structural Works
Division-30440U PE: Waterproofing Works

Item No. Description Unit NOCD Qty ADC Qty

Division-30310U PE: Earthworks

Excavation starting from reduced level

1 Drop panels m3 631 631

2 Ground beams m3 3,152 3,152

3 Tie beams m3 1,823 1,823

4 Lift pits, Escalator pits, water tank, Ejector pits & etc. m3 525 525

Disposal

Disposal of excavated material off the site

5 Drop panels m3 631 631

6 Ground beams m3 3,152 3,152

7 Tie beams m3 1,823 1,823

8 Lift pits, Escalator pits, water tank, Ejector pits & etc. m3 525 525

Filling

9 Compact ground to 98% modified AASHTO density m2 19,382 19,382

Compacted stone layer (size 40 ~ 60mm) with concrete grade 15

10 150mm thick m2 14,977 14,977

11 Keeping the site and all excavation free from all water by pumping Item 1 1

Anti-termite treatment

Supply and application of Anti-Termite Treatment in compliance with the specifications

12 to soil in contact with building structure Item 1 1

Total to Division Summary

Pier Extension Project BOQ

Item No. Description Unit NOCD Qty ADC Qty

Division-30410U PE: Concrete Works

Plain Concrete C15

Grade 15 for lean concrete to ground beams, pits, ground floor slab & etc. as shown in the
Drawings and Specifications.

1 Lean concrete 50mm thick m2 19,382 3,876

Add by ADC Lean concrete 50mm thick [others] m2 14,568

Reinforced Concrete C35

Grade 35 for reinforced concrete as shown in the Drawings and Specifications.

3 Slab on Grade m3 2,995 1,714

4 Plinths and concrete topping m3 568 568

Reinforced Concrete C40

Grade 40 for reinforced concrete as shown in the Drawings and Specifications.

5 Ground beams m3 1,479 3,339

6 Tie beams m3 313 313

7 Ground floor slabs m3 881 1,226

8 Suspended beams & Roof beams m3 8,006 7,103

9 Beam corbels m3 79 79

10 Suspended slabs & Composite slabs m3 3,927 4,164

11 Bondek slabs and Roof slabs m3 81 81

12 Lift core walls m3 87 28

13 Stair core walls m3 466 558

14 100mm thick low walls to toilet m2 159 159

15 Staircases including steps, landing beams & slabs; and top enclosure RC columns & roof m3 293 104
beams

Reinforced Concrete C40

Grade 40 for reinforced concrete as shown in the Drawings and Specifications.

16 Concrete bollards and concrete base thickening m3 46 46

Kerbs

17 200mm wide x 150mm high; including all reinforcement, formwork, angles, ends and m 816 28
intersections
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Item No. Description Unit NOCD Qty ADC Qty

Add by ADC 115mm wide x 150mm high; including all reinforcement, formwork, angles, ends and m 1,065
intersections

Add by ADC 120mm wide x 150mm high; including all reinforcement, formwork, angles, ends and m 50
intersections

Add by ADC 150mm wide x 150mm high; including all reinforcement, formwork, angles, ends and m 248
intersections

Add by ADC 250mm wide x 150mm high; including all reinforcement, formwork, angles, ends and m 230
intersections

Add by ADC 350mm wide x 150mm high; including all reinforcement, formwork, angles, ends and m 386
intersections

Add by ADC 80mm wide x 200mm high; including all reinforcement, formwork, angles, ends and m 70
intersections

Add by ADC 115mm wide x 200mm high; including all reinforcement, formwork, angles, ends and m 360
intersections

Add by ADC 115mm wide x 300mm high; including all reinforcement, formwork, angles, ends and m 73
intersections

Add by ADC 150mm wide x 300mm high; including all reinforcement, formwork, angles, ends and m 3
intersections

Add by ADC 200mm wide x 300mm high; including all reinforcement, formwork, angles, ends and m 4
intersections

28 200mm wide x 250mm high; including all reinforcement, formwork, angles, ends and m 1
intersections

Extra over concrete flat slab for thickening, including extra reinforcement, formwork, stone
with concrete bed, excavation and disposal

Extra over concrete slab on grade for thickening, including extra reinforcement, formwork,
stone with concrete bed, excavation and disposal

Reinforced Concrete C45

Grade 45 for reinforced concrete as shown in the Drawings and Specifications.

29 Column stumps and Columns m3 3,334 4,014

Reinforced Concrete C30

Grade 30 for reinforced concrete as shown in the Drawings and Specifications.

Prayer Stools and Kerbs

30 Stools m3 1 1

31 Kerb m3 21 21

Stiffeners

Stiffeners; rate to include concrete C30, formwork and reinforcement

Add by ADC 300mm wide x 115mm thick m 3,381

Add by ADC 300mm wide x 240mm thick m 1,510

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Item No. Description Unit NOCD Qty ADC Qty

Reinforced Concrete C30

Grade 30 for reinforced concrete as shown in the Drawings and Specifications.

Tie Beams

Tie beams; rate to include concrete C30, formwork and reinforcement

Add by ADC 115mm wide x 225mm high m 3,923

Add by ADC 240mm wide x 225mm high m 947

Add by ADC 280mm wide x 225mm high m 587

Lintels; rate to include concrete C30, formwork and reinforcement

Add by ADC 115mm wide x 200mm high m 223

Add by ADC 240mm wide x 200mm high m 56

Add by ADC 280mm wide x 200mm high m 30

40 300mm wide x 200mm high m 22 22

Add by ADC 115mm wide x 250mm high m 6

Add by ADC 240mm wide x 250mm high m 36

Add by ADC 280mm wide x 250mm high m 36

Add by ADC 240mm wide x 300mm high m 17

Add by ADC 115mm wide x 300mm high m 30

Add by ADC 280mm wide x 300mm high m 30

Add by ADC 115mm wide x 350mm high m 10

Add by ADC 240mm wide x 350mm high m 30

Add by ADC 280mm wide x 350mm high m 30

Add by ADC 240mm wide x 450mm high m 1

Add by ADC 115mm wide x 450mm high m 30

Add by ADC 280mm wide x 450mm high m 30

Expansion Joints

Supply & lay expansion joints as specified; laid in accordance with manufacturer's instructions

53 75mm thick Approved impregnated compressible filler to joint including approved bond m2 238 238
breaker and all necessary formwork

54 75mm x 25mm thick Approved 2-part polyurethane sealant squeezed into joint m 854 854

Neoprin Rubber Bearing Pads

Supply & lay bearing pads as specified; laid in accordance with manufacturer's instructions

55 400 x 400 X13 mm over beam corbel no 1 1

Damp Proof Membrane

0.6mm thick approved polyethylene sheet damp proof membrane; lapping and sealing joints

56 to undersides of ground floor slabs m2 23,099 23,099

2-coat of waterproofing coating system as specified

57 To lift & escalator pits and cable trenches m2 510 1,482

Cement and sand (1:3) plaster as specified

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Item No. Description Unit NOCD Qty ADC Qty

58 To lift & escalator pits and cable trenches m2 510 1,482

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Item No. Description Unit NOCD Qty ADC Qty

Total to Division Summary

Division-30420U PE: Formworks

Formwork to all reinforced concrete elements as shown in the drawings and specifications

1 Ground beams m2 4,287 7,621

2 Tie beams m2 661 661

3 Suspended beams & Roof beams m2 27,776 16,071

4 Beam corbels m2 197 197

5 Suspended slabs m2 16,290 20,229

6 Ground floor slabs m2 1,534 258

7 Column stumps and columns m2 11,182 12,938

8 Lift core walls m2 643 188

9 Stair core walls m2 3,453 4,478

10 Low walls to toilet m2 312 312

11 Prayer Stool m2 - 25

12 Prayer Kerb m2 200 200

13 Staircases including steps, landing beams & slabs; and top enclosure RC columns & roof m2 1,676 444
beams

14 Edge of slab; 100mm to 200mm high m 5,343 50

Total to Division Summary

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Item No. Description Unit NOCD Qty ADC Qty

Division-30430T.PE: Reinforcement Bars

Deformed bar reinforcement Grade 460, dia. 10mm to 40mm

Column stumps and Columns

15 40mm dia. kg 550,620 1,583,728

11 32mm dia. kg 488,732 20,007

12 25mm dia. kg 8,568 1,750

14 12mm dia. kg 238,765 353,353

15 10mm dia. kg 1,096 48

Deformed bar reinforcement Grade 460, dia. 10mm to 40mm

Ground beams

24 40mm dia. kg 13,039 28,404

25 32mm dia. kg 316,886 660,849

26 25mm dia. kg 12,631 163,334

27 20mm dia. kg 42,141 109,698

28 16mm dia. kg 1,217 22,824

29 12mm dia. kg 4,243 127,406

30 10mm dia. kg 81,296 100,636

Tie beams

31 20mm dia. kg 27,965 27,965

32 16mm dia. kg 2,218 2,218

33 10mm dia. kg 8,744 8,744

Ground floor slabs

35 12mm dia. kg 4,432 100,508

Slab on grade

37 12mm dia. kg 4,817 4,817

Suspended beams & Roof beams

38 40mm dia. kg 18,687 3,452,406

39 32mm dia. kg 1,576,796 315,987

40 25mm dia. kg 32,773 358,296

41 20mm dia. kg 162,729 19,682

43 12mm dia. kg 327,981 649,033

44 10mm dia. kg 210,666 116,120

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Item No. Description Unit NOCD Qty ADC Qty

Beam Corbels

46 25 mm dia. kg 55,451 55,451

20 mm dia.

47 16 mm dia. kg 4,384 4,384

Deformed bar reinforcement Grade 460, dia. 10mm to 40mm

Lift pits, Escalator pits, water tank, Ejector pits & etc.

Suspended slabs & Composite slabs

64 16mm dia. kg 966 3,632

65 12mm dia. kg 68,975 757,674

66 10mm dia. kg 462,678 665

Bondek and Roof slabs

67 10mm dia. kg 10,539 10,539

68 12mm dia. kg 61 61

69 32mm dia. hoisting hooks kg 70 70

Deformed bar reinforcement Grade 460, dia. 10mm to 40mm

Lift core walls

70 25mm dia. kg 3,108 5,580

71 20mm dia. kg 13,696 14,396

72 16mm dia. kg 3,492 4,742

74 10mm dia. kg 1,237 484

Staircase core walls

75 25mm dia. kg 17,159 273,832

77 16mm dia. kg 9,407 56,032

79 10mm dia. kg 7,146 4,076

Walls

Parapet wall

Low walls to toilet

84 16mm dia. kg 196 196

85 12mm dia. kg 2,327 2,327

Staircases including steps, landing beams & slabs; and top enclosure RC columns & roof
beams

87 25mm dia. kg 5,786 3,248

89 16mm dia. kg 8,114 11,568

90 12mm dia. kg 20,055 8,978

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Item No. Description Unit NOCD Qty ADC Qty

Deformed bar reinforcement Grade 460, dia. 10mm to 40mm

Concrete stumps, bollards and concrete base thickening

Plinths

97 10mm dia. kg 1,196 1,196

Mesh; steel fabric reinforcement (measured nett - no allowance for laps)

Slab on grade

98 Type WSFR A12; 8.88 kg/m2 kg 263,091

Plinths

Prayer Stools

Add by ADC EMBANKMENT AND COMPACTING

Add by ADC Embankment and Compaction with procured Sand for 95% compaction including Material, m3 43,200
Loading, Tranportation, Unloading

Total to Division Summary

Division-30510U PE: Structural Steel Works -

Main Roof

1 Steel frame work in trusses, universal beams, bracings etc. kg 2,776,300 4,237,192

2 Steel purlin, steel plates & etc. kg 475,358 932,802

Steel Bolts

3 (Grade 10.9) M12 bolt no 6,049 6,049

4 (Grade 10.9) M36 bolt no 2 2

5 (Grade 8.8) M36 cast-in bolts no 1,463 1,463

6 (Grade 8.8) M40 cast-in bolts no 478 478

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Item No. Description Unit NOCD Qty ADC Qty

Façade

7 Steel frame work for façade structure, rectangular hollow sections etc. kg 828,520 1,456,678

8 Steel plates & etc. kg 119,346 12,914

Add by ADC NON-SHRINK GROUT m3 4

Steel Bolts (Grade 10.9)

9 M12 cast-in bolts no 1,070 1,112

10 M16 cast-in bolts no 2,307 2,208

11 M20 cast-in bolts no 437 712

Travellator Beam

Steel frame work for Travellator, rectangular hollow sections etc. as specified in drawings kg

13 Secondary Grid Suspension

14 Lift Enclosure

15 Steel frame work for lift structure, rectangular hollow sections etc. kg 60,996 63,744

16 Connections including steel plates & etc. kg 823 1,822

Add by ADC NON-SHRINK GROUT m3 2

Steel Bolts (Grade 8.8)

17 M24 cast-in bolts no 101 160

Top Enclosure

18 Steel frame work for top enclosure structure, rectangular hollow sections etc kg 122,630 44,494

19 Connections including steel plates, & etc. kg 2,410 1,032

Add by ADC NON-SHRINK GROUT m3 2
Add by ADC GS decking top enclosure [T3 MAIN; ARC-NTU-IFD-305] m2 626

Steel Bolts (Grade 8.8)

20 M16 cast-in bolts no 1,196 560

Metal Platform

Galvanised steel profile decking fixed to structural framing supports as specified to

manufacturer's details

21 Fixed to structure

Condeck or Bondek profile steel sheeting m2 1,680 1,680

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Item No. Description Unit NOCD Qty ADC Qty

22 1mm thick Condeck or Bondek profile steel sheeting complete with 19mm dia shear studs, m2 219 219
95mm length at 150mm centres

Maintenance Platform/Catwalk

23 Steel frame work for maintenance platform structure, rectangular hollow sections etc kg 4,843 4,843

24 Connections including steel plates, chequered plates & etc. kg 130 130

Steel Bolts (Grade 10.9)

25 M16 cast-in bolts no 74 74

Metal Platform

Galvanised steel maintenance platform consisting of expanded metal gridmesh platform fixed
to structural framing supports as specified to manufacturer's details

Steel Stair

26 Steel frame work for steel staircase structure, rectangular hollow sections etc including kg 58,037 59,906
painting.

27 Connections including steel plates, chequed plates & etc. kg 1,540 27,326
Add by ADC NON-SHRINK GROUT m3 2

Steel Bolts (Grade 8.8)

28 M16 cast-in bolts no 69 340

29 M20 cast-in bolts no 92 60

30 M24 cast-in bolts no 46 80

Steel Bolts (Grade 8.8)

Composite Slab Structural Support

55 Steel frame work for composite slab structural support, rectangular hollow sections etc. kg 6,382 1,001,042

56 Connections including steel plates, & etc. kg 351 100,106

57 19mm shear studs at 150mm centres no 604 20,952

Steel Bolts (Grade 8.8)

Condeck or Bondek profile steel sheeting

60 1mm thick Condeck or Bondek profile steel sheeting complete with 19mm dia shear studs, m2 229 7,754
95mm length at 150mm centres
Add by ADC concrete stopper h=150 m2 296

Handrail Support

61 Steel frame work for handrail support , rectangular hollow sections etc kg 699 944
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Item No. Description Unit NOCD Qty ADC Qty

62 Connections including steel plates, & etc. kg 134 274

Steel Bolts (Grade 8.8)

63 M16 cast-in bolts no 97 120

Support for Roof Access Hatch System

68 Steel frame work for cat ladder structural support, rectangular hollow sections etc. kg 1,984 1,984

69 Connections including steel plates, & etc. kg 109 109

Steel Bolts (Grade 8.8)

70 M20 cast-in bolts no 7 7

Slab Over Travelator Pits

Steel Bolts (Grade 8.8)

Bondek II profile steel sheeting

Fireproofing Protection

Add by ADC Finish coat ; 2HR Fireproofing (intumecent) m2 3,216

Add by ADC Finish coat ; 2HR Fireproofing (cementious) m2 8,208

Test for Structural Steel Components

86 Full scale load test on critical joints of steel structural beams/trusses no 2 2

87 Magnetic Particle no 44 44

88 Ultrasonic no 55 55

89 Radiographic no 6 6

90 Ultimate pull out capacity test of not less than 81KN for the proposed cast-in suspension no 2 2
inserts

Total to Division Summary

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Item No. Description Unit NOCD Qty ADC Qty

Division-30550U PE: Fixed Gangway Structural Works

Earthworks
1 Compact ground to 95% modified AASHTO density m2 11 11
2 Compacted stone layer 100t; (size 40 ~ 60mm) with concrete grade 15 m2 11 11
3 Keeping the site and all excavation free from all water by pumping Item 1 1

Concrete Works
Plain Concrete C15

Grade 15 for lean concrete to ground beams, pits, ground floor slab & etc. as shown in the
Drawings and Specifications.

4
Add by ADC Lean concrete 50mm thick m2 -

Reinforced Concrete C30

Grade 30 for reinforced concrete as shown in the Drawings and Specifications.

5
Add by ADC Column Stumps m3 177

Reinforced Concrete C35

Grade 30 for reinforced concrete as shown in the Drawings and Specifications.

6 200mm Slab on Grade m3

Formwork

Formwork to all reinforced concrete elements as shown in the drawings and specifications

7
Add by ADC Column Stumps m2 554
SOG m2

Reinforcement Bars

Deformed bar reinforcement Grade 460; dia. 10mm to 32mm

Add by ADC Column Stumps

Add by ADC 25mm dia. kg 104,151
Add by ADC 12mm dia. kg 3,018
Add by ADC 10mm dia. kg 412,866

SOG
10mm dia. kg
12mm dia. kg

Add by ADC Passenger Boarding Bridge (PBB)

Add by ADC Anchor Bolt for PBB Nos. 30

Add by ADC Fixed Gangway (FXG) : Steel Bolts

Add by ADC M16 cast-in bolts (Grade 8.8) Nos. 252

Add by ADC M20 cast-in bolts (Grade 8.8) Nos. 224

Add by ADC M24 cast-in bolts (Grade 8.8) Nos. 1,344

Add by ADC 20 mm thick steel plate kg 2,110

Add by ADC Concrete Bollard Nos. 444

Pier Extension Project BOQ

Item No. Description Unit NOCD Qty ADC Qty

FGW Structural Steel Works

17 Steel frame work for fixed gangway structure, rectangular hollow sections etc. kg 860,978 1,074,786

18 Base plates , Connection plates & etc. kg 57,295 283,854

Add by ADC NON-SHRINK GROUT m3 4

Steel bolts

19 M16 cast-in bolts (Grade 8.8) no 1,629 288

20 M20 cast-in bolts (Grade 8.8) no 2,128 256
21 M24 cast-in bolts (Grade 8.8) no 1,904 1,896

Add by ADC M12 (Grade 10.9 )MS Bolt no 128

Add by ADC M16 (Grade 10.9) MS Bolt no 3,312
M20 (Grade 10.9) MS Bolt no 4,480

Add by ADC 10mm steel plate kg 29,352

FGW Stair Structural Steel Works

22 Steel frame work for fixed gangway steel stair structure, rectangular hollow sections etc. kg

23 Steel plates for Base plate , Connection & etc. kg

24 10 mm Steel Chequered plate kg

25 Non Shrink Grout kg

Steel bolts

26 M16 cast-in bolts (Grade 8.8) no

27 M20 cast-in bolts (Grade 8.8) no

Fireproofing Protection

Add by ADC Finish coat ; 2HR Fireproofing (intumecent) m2 20,392

Total to Division Summary