Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 Dec 2024
Closing Soon27 Dec 2024
Tender Amount₹ 28,70,000 
Notes
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Costs

Description

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BOQ Items

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Providing and laying Cement Concrete 1:3:6 (1Cement : 3coarse sand : 6graded stone ballast 40mm nominal size) including supply of all materials labour and T&P etc. for proper completion of the work also including cost of form work in foundation as per PWD Specification 280 (M-10)

12.89

6091

78512.99

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First class brick work in 1 : 3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. As per PWD specification no. 307

166.45

7096

1181129.2

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Providing and laying Cement Concrete 1:1.5:3 (1Cement : 1.5coarse sand : 3 graded stone ballast 20mm nominal size) including supply M-20 Grade of all materials labour and T&P etc. for proper completion of the work also including cost of form work .As per PWD SCH item no- 289

15.73

7503

118022.19

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Mild steel of iron in plain work such as reinforced concrete of reinforced brick work (when not included in over all rates) wroughtto required shape as necessary including bending forproper completion of the work. Binding wire cost being included in the items SI No.504

2.32

75336

174779.52

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Struck pointing on brick work with cement mortar in 1:2 with consisting of one part cement & two parts of fine sand of 1.25 F.M. including supply of all materials, labour, T&P etc. required for proper completion of the work. As per PWD specification Chapter No-13 Sl no1

51.35

77

3953.95

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Approch Road:- Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per pwd sch ch.no.4 sl no 02

121

81

9801

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401.

43

3070

132010

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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base coarse on well prepared surface and compacting with vibratory roller to achieve desired density as per Technical Specification Clause 405.

54

3857

208278

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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means as per Technical Specification Clause 502.

222

36

8182.92

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Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix , transporting the hot mix as per Technical Specification Clause 507

11.1

9891

109790.1

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Providing and applying tack coat with VG_10 using bitumin distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom.

222

15

3425.46

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Providing and laying bituminious concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achive the desired compaction as per MORTH & H Specification Clause 509 complete in all respects.

12.73

11290

143721.7

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Diversion work:- Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 As per T.S. Clause 301.5 As per PWD SCH item C.H.no 4 S.l. no 2

1111.7

81

90825.89

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Laying brick soling on prepared sub-grade with brick on end edging according to lines,graded and cross-section shown on the drawing filling joints with sand and earth,spreading 25 mm thick layer of earth over brick soling,watering and rolling the same

332.5

412

137049.85

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Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing colar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and massonary work in head wallas (1000mm dia)

22.5

10300

231750



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