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Construction Of Pcc Road From , Gumla - Tender Details
Explore tender information for Construction Of Pcc Road From in Gumla, including eligibility, deadlines, and bid specifics.
RURAL WORKS DEPARTMENT
Gumla, Jharkhand, India
NTID 39665361
Opening Date : Mon 24th March, 2025- Closing Date : Sat 22nd March, 2025
- ₹ 2491800.00
- NTID 39665361
Construction Of Pcc Road From Khemraj Turi To Rcc Culvert Bridge At Panchayat- Serka, Vill- Serka
Key Values: Document Cost: 5000.00 | EMD: 50000.00 | Estimated Cost: 2491800.00
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
50000.00 -
Document Cost
5000.00 -
Estimated Cost
2491800.00
BOQ Items Total Items : 8 | Total Qty : 4558702.2378
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical specification S.O.R. Item No. 2.02 | 0.1900 | Ha |
| 2 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m S.O.R. Item No. 3.06 | 315.5700 | M3 |
| 3 | Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 S.O.R. Item No. 3.18 | 47.1000 | 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 S.O.R. Item No. 4.01 B (i) | 239.0400 | 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,curing of concrete slabs for 14-days as per drawing and Technical Specification Clause1501S.O.R. Item No. 6.4 | 217.6400 | m3 |
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