Panchayati Raj Department Tender

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Panchayati Raj Department - PRD Tender

Works
Civil And Construction
Eprocure
Opening Date12 Dec 2018
Closing Date26 Dec 2018
Tender Amount₹ 8,32,656 
Notes
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Costs

Description

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Documents
AMANIGANJ TIDOULI PAKKIS ADAK SE SHIV MANDIR TAK CC KARYA
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BOQ Items

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Providing and laying Cement Concrete 1:6:12 (1Cement:6 fine sand: 12 graded brick aggregate 40mm nominal size) and curing complete,including cost for formwork in foundation and floors.(P.W.D.SI.No-273)

6.75

18562

2750

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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.

0.01

35

3542.6

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Providing,laying,spreading and compacting stoneaggregates of specific sizes to WBM specification including spreadingin uniform thickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming,stonescreening to fill-up the interstices of coarse aggregate, watering and compacting to theRequired densityGrading-3asPerTechnicalSpecification Clause 405.

37.13

159428

4293.8

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Class-150 Brick work in 1:4 Cement and Fine sand of 1.25 F.M.morter in foundation and plinth including supply of all materials,labour and tools for proper completion of the work.(P.W.D.SI.No-305a)

18.63

83276

4470

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Laying C.C.Road slab 100 mm thick consisting of 1:2:4 Cement, coarse sand & approved 20 mm gauge stone ballast. Over prepared sub grade after its rectifications & bringing it to proper camber&including supply of all meterials,labour& T&P etc.required for proper completion of work.(P.W.D.SI.No-773a)

77.85

529380

6800

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Providing & Laying of 125mm Micron Polyethene Sheet in Between Base Concrete & Road Slab.

519

20241

39

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Making Construction Joint, Filling with Joint Filler Board

51.9

2024

39

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12 mm thick Plaster with cement mortar in proportion of 1:4 cement & fine sand of 1.25 F.M. morter.(P.W.D.SI.No-584)

45

5850

130

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Earthwork in cutting or in embankment in ordinary soil,excavation to be in the from of regular pits not exceeding1/2metre in depth and earthwork in embankment to be in 20cm Layers including ramming and dressing the surface to required levels and slopes and also including 1.5 metre lift and 30m lead.(P.W.D.SI.No-253)

1.8

171

95

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Laying and Jointing PVC Pipe. Heading

-

-

-

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Clearing jungle including uprooting of trunk vegetations grass,bush,wood trees and saplings of girth foul 30 cm measured at a height of 1 meter above ground level & removal of rubbish upto a distance of 50 meters out side the periphery of area cleared.(P.W.D.SI.No-259)

6

27

4.5

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Shifting of material

37.13

3738

100.7

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Consumpation of Bricks for Extra Cost

8569.8

2999

0.35

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S/F Of Sign Board & Photo

1

5000

5000



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