dock no-3 - bill claim - no-2

8/12/2019 Dock No-3 - Bill Claim - No-2

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C1-3 Drainage and manholes M 3.00 18,000 54,000

Grade 25 RC concrete

C1-4 Column footings M 40.00 18,500 740,000

C1-5 Column shafts M 9.00 18,500 166,500

C1-6 Ground beams M 11.00 18,500 203,500

C1-7 Service ducts M 5.00 18,500 92,500

C2 Form Work

C2-1 Sides of column footings M 64.00 1,500 96,000

C2-2 Sides of column shafts M 60.00 1,500 90,000

C2-3 Sides of ground beams M 108.00 1,500 162,000

C2-4 Sides of service ducts M 96.00 1,500 144,000

C2-5 Sides of drainages M 72.00 1,500 108,000

C3 Reinforcements

C3-1 6mm Kg 250.00 195 48,750

C3-2 10mm Kg 1000.00 195 195,000

C3-3 12mm Kg 200.00 195 39,000

C3-4 16mm Kg 300.00 195 5,850

C3-5 20mm Kg 150.00 195 29,250

D1-1 150mm t. hollow bricks foundation up to 3.0 M without plaster M 52.00 1,500 78,000

TOTAL OF BOQ

CLAIM NO :- 01CLIENT :- COLOMBO DOCKYARD PLCCONTRACTOR :- ASIAN ENGINEERING SERVICES (PVT) LTD.PERIOD :- FOR THE PERIOD OF 28TH MAY 2013 TO 20TH JULY 2013PROJECT :- WORKSHOP AT DOCK NO-3 SOUTH SIDE CDPLC

ITEM DESCRIPTION UNIT QTY. RATE AMOUNT

Extra Work & VariationEx-w1 Braking existing RCC concrete floor M 5,625

Ex-w2 Removal of debris M 2,500

Ex-w3 Hire of concrete brakers

Breaker

Days 5,000

Ex-w4 Placing of Anchor bolts on column shafts

4 nos /

column 1,000

TOTAL ( EXTRA AND VARIATIONS)

Qty.

BOQ. Prev


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CLAIM NO :- 01

CLIENT :- COLOMBO DOCKYARD PLC

CONTRACTOR :- ASIAN ENGINEERING SERVICES (PVT) LTD.

PERIOD :- FOR THE PERIOD OF 28TH MAY 2013 TO 20TH JULY 2013

PROJECT :- WORKSHOP AT DOCK NO-3 SOUTH SIDE CDPLC

B2-1 Braking existing mass concrete floor - Grid line "C"

Colum base at

C12 1 2.50 1.60 0.35 1.40

C16 1 2.30 1.60 0.35 1.29

C17 1 2.20 1.60 0.30 1.06

C18 1 2.50 1.60 0.30 1.20

Braking existing mass concrete floor - Grid line "A"

Colum base at

A12 1 3.10 1.90 0.10 0.59

A13 1 3.40 2.00 0.90 6.12

A14 1 2.50 2.30 0.10 0.58

A15 1 2.90 2.90 1.35 11.35

A16 1 3.10 2.90 0.11 0.99 24.57 M

B2-2 Excavation of pits for Column foundation

Grid line "C" at

C12 1 2.80 2.30 2.316 14.92

C14 1 2.25 2.20 2.592 12.83

C15 1 2.50 2.30 2.695 15.50

C16 1 1.30 2.10 1.755 4.79

C17 1 3.10 2.40 2.370 17.63

C18 1 2.20 2.40 1.828 9.65

C19 1 3.10 2.75 2.100 17.90 93.22 M

Excavation of pits for Column foundation

Grid line "A" at

A12 [ Excavation up to existing Base top} 1 3.10 1.90 0.90 5.30

[ Excavation from Base top to Rubble packing] 1 3.10 1.60 1.04 5.16

[ Less volome of existing Base] -1 0.70 0.60 1.04 -0.44 10.02 M

Description

MEASUREMENT SHEET

Sub total Total UnitItemTimes

Length Breadth Height


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Description Sub total Total UItemTimes




[ Less volome of existing Base] -1 1.50 0.60 1.57 -1.41







[ Less volome of existing Base] -1 1.50 0.60 1.49 -1.34


[ Excavation from Base top to Rubble packing] 1 3.10 2.60 1.47 11.85 66.51 M

Total 193.32 M

B3-2 Provisional item for disposal of de- water

20.06.2013 1.00 1.00

21.06.2013 1.00 1.00

24.06.2013 1.00 1.00

27.06.2013 1.00 1.00

29.06.2013 1.00 1.00 5.00 Da

B4-2 Filling under floors & ramp with Quary dust

Grid line "C" at

C12 [ Excavation from G.L to Rubble packing ] 1 2.80 2.30 3.065 19.74

[ Less volume of column base] -1 2.00 1.90 0.475 -1.81

[ Less volume of column shaft up to G.L] -1 0.70 0.50 1.420 -0.50 17.44 M







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Description Sub total Total UItemTimes















Filling under floors & ramp with Quary dust

Grid line "A" at

A12 [ Filling from Rubble packing to bottom of Base ] 1 3.10 1.60 0.59 2.93

[ Less volume of column base] -1 0.70 0.60 0.59 -0.25 2.68 M








A16 [ Filling from Rubble packing to bottom of Base ] 1 3.10 2.60 1.23 9.91 9.91 M

121.33 M

C Concrete Work

C1 Grade 15 concrete

C12, C14, C15, C17, C19. 5 2.00 1.90 0.08 1.43 1.43 M


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Description Sub total Total UniItemTimes


C16 1 1.85 1.30 0.30 0.72

1 1.00 0.50 0.30 0.15

1 1.60 1.00 0.08 0.12

1 1.30 0.25 0.08 0.02 1.02 M

C18 1 2.04 2.15 0.35 1.54

1 0.55 0.69 0.35 0.13

1 1.35 0.50 0.08 0.05 1.72 M

C13 1 2.70 1.80 0.08 0.36 0.36 M

4.52 M

Grade 25 RC concrete

C1-4 Column footings

C12, C14, C15, C16, C17, C18. 6 2.00 1.90 0.40 9.12

C13 1 2.50 1.80 0.40 1.80

C19 1 2.10 2.00 0.40 1.68 12.60 M

C1-5 Column shafts

C12 1 0.70 0.50 1.57 0.55

C13 1 0.70 0.50 0.37 0.13

C14 1 0.70 0.50 1.40 0.49

C15 1 0.70 0.50 1.39 0.49

C16 1 0.70 0.50 0.48 0.17

C17 1 0.70 0.50 1.22 0.43

C18 1 0.70 0.50 0.44 0.15

C19 1 0.70 0.50 1.10 0.38 2.78 M

C2 Form Work

C2-1 Sides of column footings

C12, , C14, C15, C17, C18, C19. 6 7.80 0.48 22.23

C18 1 3.90 0.48 1.85 24.08 M

C2-2 Sides of column shafts


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Description Sub total Total UnItemTimes


C12 1 2.40 1.57 3.76

C13 1 2.40 0.37 0.88

C14 1 2.40 1.40 3.36

C15 1 2.40 1.39 3.34

C16 1 2.40 0.48 1.14

C17 1 2.40 1.22 2.92

C18 1 2.40 0.44 1.06

C19 1 2.40 1.10 2.63 19.09 M

C3 Reinforcements

C3-1 6mm [ Column shafts] 50 2.20 110.00

50 1.65 82.50 192.50 L.M

42.74 Kg

C3-2 10mm [ For Col Bases]

C12, C13,C14, C15, C16, C17, C18, C19. 8 10 2.10 168.00

8 10 2.00 160.00 328.00 L.M

202.47 Kg

C3-3 12mm [ Column shafts]

C12 2 2.67 5.34

C13 2 1.47 2.93

C14 2 2.50 5.00

C15 2 2.49 4.99

C16 2 1.58 3.15

C17 2 2.32 4.63

C18 2 1.54 3.08

C19 2 2.20 4.39 33.51 L.M

29.79 Kg

C3 Reinforcements


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C3-4 16mm

C12 6 2.67 16.01

C13 6 1.47 8.80

C14 6 2.50 15.00

C15 6 2.49 14.96

C16 6 1.58 9.46

C17 6 2.32 13.90

C18 6 1.54 9.25

C19 6 2.20 13.17 100.54 L.M

158.86 Kg

Ex-1 Braking existing RCC concrete floor - Grid line "C"

Colum base at

Ditto in - C13 1 2.50 1.60 0.45 1.80

Ditto in - C13 1 2.20 1.60 0.40 1.41

Ditto in - C13 1 2.30 1.60 0.40 1.47

Ditto in - C13 1 2.40 1.60 0.30 1.15

Existing Plinth Beam at C19 1 2.50 1.60 0.30 1.20

Existing Plinth Beam at C18 1 2.40 1.60 0.30 1.15 8.18 M

Ex-w2 Removal of debris

Date Lorry GIN G.P

1 6/6/2013 LI-8105 0001- Buckets 5 1.00 5.00 M

2 7/6/2013 LI-4348 0002- 162767 Buckets 11 1.00 11.00 M

3 12/6/2013 LJ-9157 0003- 162771 1 4.46 2.30 1.10 11.28 M

3 LJ-9157 0003- 162768 1 4.46 2.30 1.10 11.28 M

3 LJ-9157 0003- 162769 1 4.46 2.30 1.10 11.28 M

3 LJ-9157 0003- 1 4.46 2.30 1.10 11.28 M

4 13/6/2013 LD-9338 0004- 162774 1 4.00 2.27 1.00 9.08 M

5 13/6/2013 LI-0505 0005- 162773 1 4.10 2.30 0.93 8.77 M

6 14/6/2013 LK-5469 0006- 162776 1 4.10 2.30 0.93 8.77 M


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7 14/6/2013 LD-9338 0007- 162775 1 4.00 2.27 1.00 9.08 M

8 17/6/2013 LD-8181 0008- 162779 1 4.00 2.30 0.93 8.56 M

9 12/6/2013 LE-7833 0009- 162780 1 4.00 2.30 0.93 8.56 M

10 20/6/2013 LA-1759 0010- 1 4.47 2.27 0.92 9.34 M

11 27/6/2013 LK-5469 0011- 162778 1 4.00 2.30 0.95 8.74 M

12 1/7/2013 LK-5469 0012- 162781 1 4.00 2.30 0.95 8.74 M

13 2/7/2013 LK-5469 0013- 1 4.00 2.30 0.95 8.74 M

14 3/7/2013 LA-1794 0014- 1 4.10 2.30 0.95 8.96 M

15 5/7/2013 HQ-8308 0015- 162784 1 1.60 3.12 0.56 2.80 M

16 5/7/2013 HQ-8308 0016- 162785 1 1.60 3.12 0.56 2.80 M

17 6/7/2013 HQ-8308 0017- 1 1.60 3.12 0.56 2.80 M

18 6/7/2013 HQ-8308 0018- 1 1.60 3.12 0.56 2.80 M

19 8/7/2013 HQ-8308 0019- 1 1.60 3.12 0.56 2.80 M

20 8/7/2013 HQ-8308 0020- 1 1.60 3.12 0.56 2.80 M

21 9/7/2013 HQ-8308 0021- 1 1.60 3.12 0.56 2.80 M

22 9/7/2013 HQ-8308 0022- 1 1.60 3.12 0.56 2.80 M

23 9/7/2013 HQ-8308 0023- 1 1.60 3.12 0.56 2.80 M

24 11/7/2013 HQ-8308 0024- 162789 1 1.60 3.12 0.56 2.80 M

25 15/7/2013 HQ-8308 0025- 162800 1 1.60 3.12 0.56 2.80 M

26 15/7/2013 HQ-8308 0026- 162801 1 1.60 3.12 0.56 2.80 M

27 15/7/2013 LE-7833 0027- 1 4.00 2.30 0.93 8.56 M

28 15/7/2013 HQ-8308 0028- 166302 1 1.60 3.12 0.56 2.80 M

29 16/7/2013 HQ-8308 0029- 1 1.60 3.12 0.56 2.80 M

30 16/7/2013 HQ-8308 0030- 1 1.60 3.12 0.56 2.80 208.95 M


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Description Sub total Total UnitItemTimes


Ex-w3 Hire of concrete brakers

Date

30/5/2013 1.00 1.00

31/5/2013 1.00 1.00

1/6/2013 1.00 1.00

2/6/2013 1.00 1.00

3/6/2013 2 1.00 2.00

4/6/2013 2 1.00 2.00

5/6/2013 4 1.00 4.00

6/6/2013 4 1.00 4.00

7/6/2013 4 1.00 4.00

8/6/2013 4 1.00 4.00

9/6/2013 4 1.00 4.00

10/6/2013 4 1.00 4.00

11/6/2013 4 1.00 4.00

21/6/2013 1.00 1.00

22/6/2013 1.00 1.00

23/6/2013 1.00 1.00

24/6/2013 1.00 1.00

25/6/13 1.00 1.00

27/6/2013 1.00 1.00

28/6/2013 1.00 1.00


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Description Sub total Total UnitItemTimes


29/6/2013 1.00 1.00

30/6/2013 1.00 1.00

6/7/2013 1.00 1.00

7/6/2013 1.00 1.00

8/7/2013 1.00 1.00

12/7/2013 1.00 1.00

13/7/2013 1.00 1.00

14/7/2013 1.00 1.00

15/7/2013 1.00 1.00

16/7/2013 1.00 1.00 53.00 Days


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A 16 1 3.1 2.600 0.445

1 3.1 2.900 0.620

9.161

Less 1 2.4 2.200 0.475

1 0.7 0.500 0.590

-2.715

6.44634.915

C1.1

1 2.4 1.600 0.075 0.288

1 2.85 1.950 0.075 0.417

1 1.30 0.600 0.075 -0.059

1 2.40 2.100 0.075 0.378

1 1.20 0.350 0.075 -0.0321 2.40 2.400 0.075 0.432

1 1.50 0.350 0.075 -0.039

1 2.40 2.200 0.075 0.396

1.781

C1.4

1 2.40 1.600 0.400 1.536

1 2.85 1.950 0.400 2.223

1 1.30 0.600 0.400 -0.312

1 2.40 2.100 0.400 2.0161 1.20 0.350 0.300 -0.126

1 2.40 2.400 0.400 2.304

1 1.50 0.350 0.300 -0.158

1 2.40 2.200 0.400 2.112

9.596

C1.5

A12 1 0.70 0.500 0.500 0.175

A13 1 0.70 0.500 0.440 0.154

A14 1 0.70 0.500 0.500 0.175

A15 1 0.70 0.500 0.450 0.158A16 1 0.70 0.500 0.590 0.207

0.868

C1.6

25.00 0.700 0.500 8.750

8.750

Deduct

A14Deduct

A15

Deduct

A16

G 25 RC Concrete

Grid A column footings

A12

A13

Deduct

A-14

DeductA-15

Deduct

A-16

G-15 concrete

Gride A

A-13

Column shaft

Concrete G 25 ground beam

Grid A 12 to A 16

Column concreting

A-12


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1 6.00 0.300 0.415 0.747

1 5.00 0.300 0.375 0.563

1 5.00 0.300 0.355 0.533

C14-C15 1 1.70 0.300 0.400 0.204

1 5.50 0.300 0.405 0.668

C16-C17

1 5.50 0.300 0.425 0.701

C17-C18

1 5.50 0.300 0.420 0.693

C18-C19

1 5.50 0.300 0.400 0.660

4.769

13.519

C2

C2.1

1 2.40 0.400 0.960

2.4 1 1.40 0.400 0.560

1 1.60 0.400 0.640

1 2.85 0.400 1.140

1 1.40 0.400 0.560

2.85 1 1.90 0.400 0.760

1 2.40 0.400 0.960

1 2.10 0.400 0.840

2.4 1 1.60 0.400 0.640

1.6

A14 2.1

1.9

1.6

A13 1.4

Form work

Side of column footing

A12 1.4

h=(460+370+450)/3

C13-C14

C15-C16

(h=(410+360+450)/3

(h=(420+420+410)/3)

(h=(340+380+410)/3

(h=(390+380+300)/3)

C11-C12

C12-C13

h=(380+480+400)/3

h=(380+390+430)/3


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1 2.40 0.400 0.960

1 2.40 0.400 0.960

2.4 1 2.20 0.400 0.880

2.2 2 2.40 0.400 1.920

2 2.20 0.400 1.760

2.4 2.4 13.540

C2.2

A12 2 0.50 0.500 0.500

2 0.70 0.500 0.700

A13 2 0.50 0.440 0.440

2 0.70 0.440 0.616

A14 2 0.50 0.500 0.500

2 0.70 0.500 0.700

A15 2 0.50 0.450 0.450

2 0.70 0.450 0.630

A16 2 0.50 0.590 0.590

2 0.70 0.590 0.826

5.952

C 2.3 2 25.00 0.500 25.000

2 0.70 0.500 0.700

25.700

C11-C12 2 6.00 0.415 4.980

C12-C13 2 5.00 0.375 3.750

C13-C14 2 5.00 0.355 3.550

C14-C15 2 1.70 0.400 1.360

C15-C16 2 5.50 0.405 4.455

C16-C17 2 5.50 0.425 4.675

C17-C18 2 5.50 0.420 4.620

C18-C19 2 5.50 0.400 4.400

31.790

57.490

2.2

2.2

A16

A15 2.4

Side of column shaft

Form work Ground beam


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C3

C.3.1 6mm

600

400

100

A12 100 7 2.15 0.222 3.341

A13 7 2.15 0.222 3.341

A14 7 2.15 0.222 3.341

A15 7 2.15 0.222 3.341

A16 8 2.15 0.222 3.818

17.183

Beam

C-11-C12 1 31 0.90 0.222 6.194

C12-C14 2 26 0.90 0.222 10.390

C14-C15 1 8 0.90 0.222 1.598

C15-C19 28 4 0.90 0.222 22.378

40.559 40.559

57.742

C3.2

A12

100 2300 100 11 2.50 0.617 16.968

100 1400 100 19 1.60 0.617 18.757

A13

100 2700 100 10 2.90 0.617 17.893

100 1400 100 4 1.60 0.617 3.949

100 1230 100 10 1.43 0.617 8.823

100 1930 100 10 1.93 0.617 11.908

A14

100 2300 100 13 2.50 0.617 20.053

100 1100 100 3 1.80 0.617 3.332

100 1920 100 9 2.12 0.617 11.772

Reinforcement

10mm

Mild steel


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100 100 10 1.70 0.617 10.489

0.000

100 2300 100 15 2.50 0.617 23.138

4 0.80 0.617 1.974

100 100 6 2.47 0.617 9.144

600 13 2.00 0.617 16.042

100 2270 100

100 1800 100

100 2300 100 17 2.50 0.617 26.223

19 2.20 0.617 25.791

100 2000 100 226.254

600

A12-A13 18 2.10 0.617 23.323

400 18 1.35 0.617 14.993

A13-A14 18 2.10 0.617 23.323

18 1.35 0.617 14.993

A14-A15 24 2.10 0.617 31.097

24 1.35 0.617 19.991

A15-A16 21 2.10 0.617 27.21021 1.35 0.617 17.492

172.421

398.675

C3.3 12mm 100

2 1.77 0.888 3.144

A 12

1290

400

100

A13 2 1.71 0.888 3.037

1210

400

A14 100

A16

A15

Ground beam 10mm R/F


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2 1.77 0.888 3.144

1275

100 400

A152 1.72 0.888 3.055

1220

400

A16 100 2 1.86 0.888 3.303

15.682

1360

400

12mm R/F

C11-C14 4 18.15 0.888 64.469

C15-C16

4 1.20 0.888 4.262

150 6.4 150

4 6.70 0.888 23.798

C16-C18

150 12.4 150 4 12.70 0.888 45.110

C18-C19150 6.4 150 4 6.70 0.888 23.798

1200 4 1.20 0.888 4.262

165.701

181.383

C3.4

A12 6 1.77 1.580 16.780

A13 6 1.71 1.580 16.211

A13 6 1.77 1.580 16.780

A14 6 1.72 1.580 16.306

16 mm


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A15 6 1.86 1.580 17.633

83.708

C3.5

2 32.45 2.470 160.303

2 30.00 2.470 148.200

2 31.65 2.470 156.351

3 31.35 2.470 232.304

2 30.00 2.470 148.200

2 32.15 2.470 158.821

1 32.00 2.470 79.040

2 30.65 2.470 151.411

1 32.10 2.470 79.287

1 30.00 2.470 74.100

1388.017

Ex

Ex-03

8.00 8.000

5.00 5.000

13.000

Ex-04 1 0.90 1.950 1.7551 0.98 2.100 2.048

3.803

Remove two nos of door and close it by

cement block work(1:5 motar)

Extra work

Apply level scread on column top at75mm thick Conbentra GP with

formwork and chip and clean all surface.

Bottom reinforcement

20mm

Top reinforcement

Grid -C

Grid -A


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26/41


27/41

m3

m3

m3

m3

Unit


28/41

m3m3

m3

m3

m3

m3


29/41

m3

m3


30/41

m2

m2

m2

m2

m2


31/41

Kg

Kg

kg


32/41

Kg

Kg

Kg


33/41

Kg

Kg

Kg


34/41

Kg

Kg

Nos

m2


35/41


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dock no-3 - bill claim - no-2

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