Municipal Corporation Tender

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Municipal Corporation Tender

Works
Eprocure
Opening Date29 Nov 2024
Closing Soon6 Dec 2024
Tender AmountRefer Documents 
Notes
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Costs

Summary

Construction Of Road By Pdg Rmc And Drainage System

Description

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16.80:Construction of dry lean cement concrete sub base over a prepared sub - grade with coarse and fine aggregate conforming to IS : 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ration not to exceed 15:1, aggregate gradation after blending to be as per specification, cement content not to be less than 150 Kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-charge

531.56

3881

2063431.88

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16.46.1:Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade 'A' sealing compound.

9221.25

3

30522.34

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110.10:Providing and fiving name board made of MS Sheet 90x60cm, 1mm thick with frame of MS angle 50x50x6mm, two diagonal braces at the back of the sheet of MS flat 40x6mm, total height of the board above ground level 2.40m, length of legs below ground 0.30m embedded in CC block 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 30x30x45cm including excavation and removal of surplus earth with in 50m lead, applying priming coat of approved steel primer, painting with synthetic enamel paint of approved quality and lettering with enamel paint of approved colour (one side) as per drawing/direction of Engineer-in-Charge

4

7408

29635.2

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110.12:P/F precast R.C.C. stab/grating 70mm thick manufactured with CC 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) reinforced with 96 kg/m3 of R.C.C including lapping all four side with M.S. sheet 1.6 mm thick & fixing in position complete. (Drain covers with or without holes)

250

1263

315967.5

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16.45:Providing and fixing in position pre- moulded joint filler in expansion joints.

9221.25

3

28401.45

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110.15:Providing and fixing Mild Steel dowel bars of required dia and length as per design/direction of Engineer-in-Charge over a cradle made of mild steel or medium tensile steel including cost of sleever/plastic sheath on one end, providing a packing of compressible material like foam etc. in the closing end of the sleeve to allow the free movement of dowel bar complete as per direction of Engineer-in-charge. (Payment to be made only for dowel bars).

607.85

98

60012.83



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