Rural Engineering Department Tender

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The Rural Engineering Department has issued a formal invitation for competitive bids for Construction Work Of Cc Road From Lalji Rajbhar Pitch Road To Link Road Karpiya In Development Block Sathiyawan-21 in Azamgarh, Uttar Pradesh, with an estimated contract value of Rs. 13,21,000. The bid opening date for this tender is 28-03-2025 and the last date for bid submission is 04-04-2025. Interested bidders for Rural Engineering Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Rural Engineering Department Tender

Opening Date28 Mar 2025
Closing Date4 Apr 2025
Tender Amount₹ 13,21,000 
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Construction Work Of Cc Road From Lalji Rajbhar Pitch Road To Link Road Karpiya In Development Block Sathiyawan-21

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Excavation for foundation in ordinary soil including normal lead and lift with all completion of work and including disposal upto three chain minimum. As per SI no-251.Schedule Rate

49.28

110

5420.8

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Lettring and painting of stone sign board including all compleat work chapter no 22 NS

75

15

1125

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12mm thick cement plaster in 1:4 cement and sand moltar including supply of all material, labour and T&P, etc. required for proper completion of work as per SI no- 584 A. Schedule Rate for Fine sand

49.78

145

7218.1

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Supply and Laying of 125 micron Polythene in between lean concrete and c.c slab.

427.5

37

16031.25

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Concrete with 40mm gauge brick ballast / stone ballast ,f/sand & cement in proportion of 12;6;1 in foundation and under floors including supply of all materials,labour and T & P etc,required for proper completion of the work.As per SI No- 273

50.37

3150

158665.5

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete 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), coarse and fine aggregates conforming to IS:383, maximum size of coarse 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, wedges, 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 concrete slabs for 14- days,

64.13

7646

490337.98



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