Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date20 Nov 2024
Closing Date28 Nov 2024
Tender Amount₹ 12,82,000 
Notes
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Costs

Description

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510.

2700

58

156600

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Construction of Un-reinforced ,dowel jointed at expansion and construction joint only , plain cementconcrete pavement, thickness as per design ,over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade),c/s fine aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedge,steel plates including levelling the formwork as per drawing),spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer,sealant, dowel bars,near approaches to bridge/culvert and construction joints,admixtures as approved curing of conctrete slabs for 14-days,curing compound(when specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

45

7250

326250

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Earthwork embankment in patari with ordinary soil including 1.50M lift and 30M lead and i/c all labour, royalty T&P etc in required slop for proper completion of work as per direction of E/I.

450

80

36000

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Excavation in foundation in soil mixed with moorum/kanker/B.C soil etc. requiring the use of special T&P such as pickaxe, subbals etc. including lift up to 1.50 M and lead up to 30 M complete as per direction of E/I. and as per S.I. No. 252

0.9

110

99

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P.C.C with cement, coarse sand and 40 mm gauge stone ballast in the proportion of 1:3:6 respectively in foundation & plinth including cost of material, labour, T&P etc. required for proper completion of the work

0.45

5410

2434.5

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C.R. with cement and coarse sand mortar in the proportion of 1:4 respectively in foundation & plinth including cost of all material, labour, T&P etc. required for proper completion of the work.

0.75

4500

3375

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Supplying, laying, jointing and fixing of 350 mm dia NP3 class hume pipe with collar including its cost and carriage upto site etc complete as per direction of E/I.

7.5

1090

8175

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15 MM thick plaster with cement and fine sand mortar in the proportion of 1:4 respectively including all material, labour, T&P etc. complete as per direction of E/I.

1.5

180

270



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