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NTID 45205447
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💬 Talk to Our Bidding ExpertConstruction Of P c c Road Fr in Dumka - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of P c c Road Fr" in Dumka, India.
- Opening Date : Sat 30th May, 2026
- Closing Date : Thu 28th May, 2026
- ₹ 754955.00
- NTID 45205447
Key Values: Document Cost: 1250.00 | EMD: 15100.00 | Estimated Cost: 754955.00
Tender Description
Construction Of P.c.c. Road From Mainejar Das House To Pradeep Das House In Villlage Bandarjori, Panchayat - Bandarjori, Block Dumka, District Dumka (length - 150.0 M)
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
BOQ Items Total Items : 8 | Total Qty : 1381269.15
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation for road work in soil with hydrolic excavator including cutting and loading , trimming bottm and side slope as per requirement with lead upto 1000 m as per Technical Specification . | 73.130 | M3 |
| 2 | Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) | 73.130 | M3 |
| 3 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. | 45.00 | M3 |
| 4 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (By Mix in Place Method) With Grading-I Material | 70.88 | M3 |
| 5 | 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,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 68.63 | M3 |
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