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Construction Of Pcc Road From , PAKUR - Tender Details
Explore tender information for Construction Of Pcc Road From in PAKUR, including eligibility, deadlines, and bid specifics.
RURAL WORKS DEPARTMENT
PAKUR, Jharkhand, India
NTID 38907650
Opening Date : Mon 20th January, 2025- Closing Date : Sat 18th January, 2025
- ₹ 4498469.00
- NTID 38907650
Construction Of Pcc Road From Vill.sujanpara Kurwan Miya House To Paliyadaha Sub Health Center, Block-pakuria (l-610.00m)
Key Values: Document Cost: 5000.00 | EMD: 90000.00 | Estimated Cost: 4498469.00
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
90000.00 -
Document Cost
5000.00 -
Estimated Cost
4498469.00
BOQ Items Total Items : 26 | Total Qty : 8230911.96
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing grass and removal of rubbish up to a distance of 50 m outside the periphery of the area as per Technical Specification Clause 201 | 0.15 | Ha |
| 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.) | 462.08 | M3 |
| 3 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | 884.50 | M3 |
| 4 | Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (By Mix in Place Mathod) With Grading-I Material | 295.73 | 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 | 375.82 | M3 |
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