Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date5 Feb 2025
Closing Date10 Feb 2025
Tender Amount₹ 67,78,000 
Notes
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Costs

Description

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Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm and 11.2mm dalla aggregate either using 80/100 penetration grade bitumen VG-10 @1.46kg per sqm. To required line,grade and level to serve as wearing course on a previously prepared base,including mixing by mixol,laying and rolling with a three wheel 80-100 KN static roller capacity.as per technical specification clause 508.(Including cost of bitumen).

15262.5

174

2655675

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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.

15262.5

65

992062.5

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Laying C.C road slab consisting of 1:1.5:3 cement, coarse sand & approved 20mm gauge stone ballast, over prepared sub grade after its rectifications & bringing it to proper camber and including supply of all materials, labour T&P etc. required for proper completion of work, finished to required template as directed by E/I. but excluding cost of metal required for reflection of the sub-grade. SOR No.- 773(b)

84

8600

722400

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Supply and laying of 125 micron polythene sheet under the foundation (for anti salt peter treatment) or over sub- base to act as separation between sub-base and conc. Slab (for C.C.Road Slab), including supply of all materials, labour, T & P required for proper completion of the work.

562

54

30348

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Stone masonary work in cement mortor(1:4) in foudation complete asper drawing and techanical specification clauses 702,704,1202 and 1203(2nd sort).

30

4600

138000

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Cement pointing with cement mortar consisting of 1 part cement and 3 part of coarse sand as per drawing and Techanical specification clauses 613.3,1204

29

70

2030

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Plastering with cement mortar (1:4),15mm thick on brickwork in substructur as per techanical specification clauses 613.4,1204

25

198

4950

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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.

2000

80

160000



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