Asphalt Road BOQ Camp Wright

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ASPHALT ROAD - year 2013 Helmand Province S.No Description Unit Length Width Thickness Quantity Unit Cost 1 Mobalization L.S _ _ _ 1.00 5000.00 2 Demobalization L.S _ _ _ 1.00 2,000 3 L.S _ _ _ 1.00 3,000 4 Road Design L.S _ _ _ 1.00 4,000 SUB-GRADE S.No Description Unit Length Thickness Quantity Unit Cost 1 Excavation 1200.00 6.0 0.200 7,200 3.00 2 1200.00 7.0 _ 8,400 2.00 3 sub grade 1200.00 7.0 0.150 1,260 5.00 SUB-BASE S.No Description Unit Length Width Thickness Quantity Unit Cost 1 Sub-Base 1200.00 7.000 0.150 1,260 12.00 BASE COURSE S.No Description Unit Length Width Thickness Quantity Unit Cost 1 Base Course 1200.00 7.000 0.200 1,680 18.00 ASPHALT S.No Description Unit Length Width Thickness Quantity Unit Cost 1 prime coat 1200 7.000 _ 8400.00 1.00 3 Wearing course 1200 7.000 0.100 840.00 100 RCC CONCRETE SIDEWALK 2KM S.No Description Unit Length Width Thickness Quantity Unit Cost 1 Concrete 2000 1.500 0.150 450 190.00 CONCRETE GUTTERS S.No Description Unit Length Width Thickness Quantity Unit Cost 1 Concrete M/L 2400 _ _ 2400 50.00 CONCRETE OF 2 CAUSWAY S.No Description Unit Length Width Thickness Quantity Unit Cost 1 RCC Concrete 24 7.000 0.150 25 190 Sub Total Manegemant Cost( 5 %) DBA Insurince( 3 %) TOTAL COST Topographic Srvey M 3 Natural Ground compaction M 2 M 3 M 3 M 3 M 2 M 3 M 3 M 3

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Transcript of Asphalt Road BOQ Camp Wright

Page 1: Asphalt Road BOQ Camp Wright

ASPHALT ROAD - year 2013 Helmand ProvinceS.No Description Unit Length Width Thickness Quantity Unit Cost Total Cost

1 Mobalization L.S _ _ _ 1.00 5000.00 5000.00

2 Demobalization L.S _ _ _ 1.00 2,000 2000.00

3 Topographic Srvey L.S _ _ _ 1.00 3,000 3000.00

4 Road Design L.S _ _ _ 1.00 4,000 4000.00

SUB-GRADE

S.No Description Unit Length Thickness Quantity Unit Cost Total Cost

1 Excavation 1200.00 6.0 0.200 7,200 3.00 21600.000

2 1200.00 7.0 _ 8,400 2.00 16800.000

3 sub grade 1200.00 7.0 0.150 1,260 5.00 6300.000

SUB-BASE

S.No Description Unit Length Width Thickness Quantity Unit Cost Total Cost

1 Sub-Base 1200.00 7.000 0.150 1,260 12.00 15120.00

BASE COURSE

S.No Description Unit Length Width Thickness Quantity Unit Cost Total Cost

1 Base Course 1200.00 7.000 0.200 1,680 18.00 30240.00

ASPHALT

S.No Description Unit Length Width Thickness Quantity Unit Cost Total Cost

1 prime coat 1200 7.000 _ 8400.00 1.00 8400.00

3 Wearing course 1200 7.000 0.100 840.00 100 84000.00

RCC CONCRETE SIDEWALK 2KM

S.No Description Unit Length Width Thickness Quantity Unit Cost Total Cost

1 Concrete 2000 1.500 0.150 450 190.00 85500

CONCRETE GUTTERS

S.No Description Unit Length Width Thickness Quantity Unit Cost Total Cost

1 Concrete M/L 2400 _ _ 2400 50.00 120000

CONCRETE OF 2 CAUSWAY

S.No Description Unit Length Width Thickness Quantity Unit Cost Total Cost

1 RCC Concrete 24 7.000 0.150 25 190 4788

Sub Total 406748.00

Manegemant Cost( 5 %) 20337.4

DBA Insurince( 3 %) 12202.44

TOTAL COST 439287.840

M3

Natural Ground compaction M2

M3

M3

M3

M2

M3

M3

M3