BOQ Bridge

February 18, 2018 | Author: John Banda | Category: Deep Foundation, Asphalt, Infrastructure, Transport Infrastructure, Transportation Engineering
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used to make a bridge bill of quantities...

Description

Road Name Spec. Description Clause No. BILL No. 1 General

Unit

Rates BOQ

Progress %

Amount 0.00

TOTAL FOR BILL NO.1 (Carried forward to summary) BILL No. 2 Earth Works and Aliens Activities 2.1(1) Clearing & Grubbing on shoulder and selecte 2.2(1) Roadway excavation, Common 2.2(2) Roadway excavation, Unsuitable 2.4(1) Channel Excavation, Common 2.5(1) Structural Excavation, Common 2.5(3) Structural Backfill 2.6(1) Embankments, 90% MDD 2.6(3) Selected Sub-Grade Material 2.7 Removal of Existing Structures TOTAL FOR BILL NO.2 (Carried forward to summary)

0.00

sq.m cu.m cu.m cu.m cu.m cu.m cu.m cu.m no.

0.40

-

-

1.50

-

1.20

-

16.00 5.10

1,691.91

8,628.74 -

10,000.00

8,628.74

BILL No. 3 Sub-base and Base Course 3.1(1)

Sub-base material, CBR=>30%, 95%MDD

3.2(1) Reconstruction Sub-base Aggregate basecourse, 3.3(1) CBR=>80%,98%MDD 3.4(1) Cement Stablilised Base 3.6(1) Shoulder,CBR=>30%, 95% MDD TOTAL FOR BILL NO.3 (Carried forward to summary) BILL No. 4 Pavement (Bituminous) Works 4.1 (1) Bituminous Prime Coat 4.2 (1) DBST Bottom Layer (19mm) 4.2 (2) DBST Top Layer (12mm) Asphalt Concrete Wearing Course 4.4 (100mm) TOTAL FOR BILL NO.4 (Carried forward to summary)

cu.m sq.m cu.m cu.m cu.m

20.33

153.12

3,112.93

21.50

67.50

1,451.25

20.33

29.70

603.80

5,167.98

sq.m sq.m sq.m sq.m

BILL No. 5 Structures 5.1(3) Concrete class B1, (32 Mpa) cu.m 5.1(6) Concrete class E, (15 Mpa) cu.m 5.2(1) Reinforcement Bar Grade 300 tonne 5.2(2) Reinforcement Bar Grade 400 tonne 5.3(2) RC pile 300mmx300mmx1200mm m 5.3(13) Dynamic Load test on RC Pile nr 5.3(16) Steel pile Dia 500mmx2400mm nr 5.3.3(1) Steel Splice nr 5.4(1) PSC Deck Unit L= 21m Type - A nos 5.4(2) PSC Deck Unit L= 21m Type - B nos 5.4(3) PSC Deck Unit L= 25m Type - A nos 5.4(4) PSC Deck Unit L= 25m Type - B nos 5.4(21) Transverse Stressing Bar nos 5.6(1) Bearing Paid m (no.) 5.8(1) Porous Rock Backfill cu.m Expansion Joint (Wabo Strip Seal+Wabo 5.9(2) nr (m) neopree SE-40) 5.9(6) Shear block nr 5.12(1) Foundation investigation nr 5.13(1) Survey for bridge nr TOTAL FOR BILL NO.5 (Carried forward to summary)

1.50

1327.50

1,991.25

2.50

-

2.05

-

16.00

1297.50

20,760.00 22,751.25

238.00

444.16

105,710.08

135.00

8.802

1,188.27

924.00

61.071

56,429.60 66,798.60

891.00

-

66.00

1,012.10

260.00

6.00

1,560.00

360.00

1,092.94

393,458.40

7,084.00

44.00

311,696.00

9,918.00

8.00

79,344.00

8,328.00

11.00

91,608.00

11,704.00

2.00

23,408.00

1,100.00

52.00

57,200.00

370.00

26.00

9,620.00

-

21.00 642.00

16.00

210.00 2,600.00 500.00

10,272.00 -

4.00

10,400.00 1,218,692.95

BILL No. 6 Drainage and Protection Works Reinforcement Concrete Pipeculvert, 6.1(1) 800mm dia 6.1(2) Reinforcement Concrete Pipe, 1000mm dia 6.1(3) Reinforcement Concrete Pipe, 1200mm dia 6.1(4) Reinforcement Concrete Pipe, 1500mm dia 6.2(4) Grouted Riprap class A 6.6(1) Strip sodding Topsoil for embankment slopes and side 6.7(2) drains 6.8(1) Gully drainage and PVC pipe 6.9(1) Gabion boxes TOTAL FOR BILL NO.6 (Carried forward to summary)

m m m m cu.m sq.m sq.m nr cu.m

BILL No. 9 Miscellaneous 9.1(2) Provide Materials Testing Laboratory for the Engineer 9.1(3) Provide housing accommodation for Eng. Provide Engineer's Communications, 9.1(18) Mobile Telephone, Service and running cost 9.4(1) Construction Design 9.5(1) Maintenance of diversion road 9.6(1) Progress Photograph 9.7(1) Project Information board 9.8(1) Setting up and site clean up Socially transmitted diseases information 9.9(1) and…. 9.5.2.2 Diversion Road TOTAL FOR BILL NO.9 (Carried forward to summary)

0.00 0.00 0.00 390.00 3.00

487.38

1462.14

3.00

0.00

12.00

0.00

105.00

0.00 1,462.14

BILL No. 7 Ancillary Works 7.4(1) Guide Post nr 7.5(1) Sign Posts nr 7.5(2) Road sign nr Reflectorised Thermoplastic Markings, 7.8(1) sq.m Yellow TOTAL FOR BILL NO.7 (Carried forward to summary) BILL No. 8 Unexploded Ordnance 8.2 (1) Mine and UXONormal (provisional) 8.2 (2) Mine and UXO-Intense (provisional) TOTAL FOR BILL NO.8 (Carried forward to summary)

0.00

ha ha

mon

mon ls mon mon nr ls nr Unit

BILL No. 10 Dayworks Schedule (Provisional) 1 Total Daywork for Labour 2 Total Daywork for Material 3 Total Daywork for Construction equip….. TOTAL FOR BILL NO.10 (Carried forward to summary) Bill No. EE, Specified Provisional Sums Daywork schedule 2.7(1) Removal of Existing Structures 5.12(1) Foundation investigation(Provisional) nr 5.13(1) Survey for bridge(Provisional) nr 8.2(1) ha Mine and UXO -Normal (provisional) 8.2(2) ha Mine and UXOl-Intense (provisional) 9.4(2) Construction design(Provisional) Socially transmitted diseases information nr 9.9(1) and education programme (provisional) All Daywork All Summary TOTAL FOR BILL No.E (Carried forward to summary)

10.00

48.00

480.00

70.00

2.00

140.00

70.00

2.00

140.00

180.00

59.15

10647.00 11,407.00

2,500.00 3,000.00

220.00

20.00

4,400.00

350.00

18.00

6,300.00

220.00

18.00

3,960.00

8,000.00

-

80.00

20.00

1,600.00

80.00

20.00

1,600.00

220.00

2.00

440.00

2,600.00

1.00

2,600.00

800.00

20,900.00

0.00

0.00 0.00 0.00 0.00

0.00 0.00 0.00

Bill No. F, Summary of all Bills 1 General 2 Earth Works and Aliens Activities 3 Sub-base and Base Course 4 Pavement (Bituminous) Works 5 Structures 6 Drainage and Protection Works 7 Ancillary Works 8 Unexploded Ordnance 9 Miscellaneous 10 Dayworks All (Provisional Sum) (A) Sub-Total of Bills (B) Specified Provisional Sums (C) Total of Bills = (A - B) (D)Contingency Allowance (10%) = (C*10%) (E) Bid Price (A + D) (Carried forward to Form of Bi

8,628.74 5,167.98 22,751.25 1,218,692.95 1,462.14 11,407.00 20,900.00 1,289,010.07 1,289,010.07 1,289,010.07

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