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8/12/2019 Dock No-3 - Bill Claim - No-2
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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
Length Breadth Height
A13 [ Excavation up to existing Base top} 1 3.40 2.00 0.81 5.51
[ Excavation from Base top to Rubble packing] 1 3.40 1.70 1.57 9.05
[ Less volome of existing Base] -1 1.50 0.60 1.57 -1.41
[ Less volome of existing Base] -1 0.60 0.60 1.57 -0.57 12.58 M
A14 [ Excavation up to existing Base top} 1 2.50 2.30 0.57 3.28
[ Excavation from Base top to Rubble packing] 1 2.50 2.00 1.81 9.03
[ Less volome of existing Base] -1 1.20 0.60 1.81 -1.30 11.00 M
A15 [ Excavation up to existing Base top} 1 2.90 2.90 0.67 5.59
[ Excavation from Base top to Rubble packing] 1 2.90 2.60 1.49 11.23
[ Less volome of existing Base] -1 1.50 0.60 1.49 -1.34
A16 [ Excavation up to existing Base top} 1 3.10 2.90 0.62 5.57
[ 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
C14 [ Excavation from G.L to Rubble packing ] 1 2.25 2.30 3.012 15.59
[ 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 0.804 -0.28 13.50 M
C15 [ Excavation from G.L to Rubble packing ] 1 2.50 2.30 3.095 17.80
[ Less volume of column base] -1 2.00 1.90 0.475 -1.81
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Description Sub total Total UItemTimes
Length Breadth Height
[ Less volume of column shaft up to G.L] -1 0.70 0.50 1.198 -0.42 15.57 M
C16 [ Excavation from G.L to Rubble packing ] 1 1.30 2.10 2.259 6.17
[ Less volume of column base] -1 1.85 1.20 0.475 -1.05
[ Less volume of column shaft up to G.L] -1 0.70 0.50 0.429 -0.15 4.96 M
C17 [ Excavation from G.L to Rubble packing ] 1 3.10 2.40 2.600 19.34
[ 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 0.350 -0.12 17.42 M
C18 [ Excavation from G.L to Rubble packing ] 1 2.20 2.40 0.812 4.29
[ Less volume of column base] -1 2.50 1.90 0.475 -2.26
[ Less volume of column shaft up to G.L] -1 0.70 0.50 0.412 -0.14 1.89 M
C19 [ Excavation from G.L to Rubble packing ] 1 3.10 2.75 2.40 20.46
[ Less volume of column base] -1 2.00 2.10 0.48 -2.00
[ Less volume of column shaft up to G.L] -1 0.70 0.50 0.39 -0.13 18.33 M
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
A13 [ Filling from Rubble packing to bottom of Base ] 1 3.40 1.70 1.17 6.73
[ Less volume of column base] -1 1.50 0.60 1.17 -1.05
[ Less volume of column base] -1 0.60 0.60 1.17 -0.42 5.27 M
A14 [ Filling from Rubble packing to bottom of Base ] 1 2.50 2.00 1.51 7.55
[ Less volume of column base] -1 1.20 0.60 1.51 -1.09 6.46 M
A15 [ Filling from Rubble packing to bottom of Base ] 1 2.90 2.60 1.19 8.97
[ Less volume of column base] -1 1.50 0.60 1.19 -1.07 7.90 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
Length Breadth Height
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
Length Breadth Height
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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Description Sub total Total UnItemTimes
Length Breadth Height
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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Description Sub total Total UnItemTimes
Length Breadth Height
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
Length Breadth Height
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
Length Breadth Height
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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m3
m3
m3
m3
Unit
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m3m3
m3
m3
m3
m3
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m3
m3
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m2
m2
m2
m2
m2
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Kg
Kg
kg
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Kg
Kg
Kg
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Kg
Kg
Kg
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Kg
Kg
Nos
m2
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