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NTID 45710890
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Inquiry NowRd Road To Padinipal road reta in Kendrapara - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Rd Road To Padinipal road reta" in Kendrapara, India.
Department of Rural Development
Kendrapara, Odisha, India
NTID 45710890
- Opening Date : Tue 7th July, 2026
- Closing Date : Mon 6th July, 2026
- ₹ 2521000.00
- NTID 45710890
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
25210.00 -
Document Cost
6000.00 -
Estimated Cost
2521000.00
BOQ Items Total Items : 6 | Total Qty : 2802.25
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete. | 2200.00 | Sqm |
| 2 | Earth work in fondation in all kinds of soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge. | 97.20 | Cum |
| 3 | Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. | 16.20 | Cum |
| 4 | P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum | 154.35 | Cum |
| 5 | Construction of un-reinforced 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 M-30 (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 form work 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, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge. | 162.00 | Cum |
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