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Construction Of Pcc Road For C, Giridh - Tender Details
Explore tender information for Construction Of Pcc Road For C in Giridh, including eligibility, deadlines, and bid specifics.
RURAL WORKS DEPARTMENT
Giridh, Jharkhand, India
NTID 39387285
Opening Date : Sat 1st March, 2025- Closing Date : Thu 27th February, 2025
- ₹ 9127513.00
- NTID 39387285
Construction Of Pcc Road For Connectivity Of Both The Ends In The Lower Part Of Khandoli Dam (l-0.600 Km.), Rwd/giridih/73/2024-25
Key Values: Document Cost: 10000.00 | EMD: 183000.00 | Estimated Cost: 9127513.00
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
183000.00 -
Document Cost
10000.00 -
Estimated Cost
9127513.00
BOQ Items Total Items : 8 | Total Qty : 16707162.57
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 0.57 | Ha |
| 2 | Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.) | 855.00 | m3 |
| 3 | Construction of Subgrade and Earthen Shoulders (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.) | 9031.09 | m3 |
| 4 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 1) 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. | 702.96 | 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 | 833.25 | m3 |
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