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NTID 43823460
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💬 Talk to Our Bidding ExpertCorrigendum Construction Of in Kendujhar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Construction Of " in Kendujhar, India.
- Opening Date : Tue 17th February, 2026
- Closing Date : Mon 16th February, 2026
- ₹ 24084000.00
- NTID 43823460
Key Values: Document Cost: 11800.00 | EMD: 240900.00 | Estimated Cost: 24084000.00
Tender Description
Corrigendum : Construction Of Cc Road Pandia Basti To Bholbeda Dalco Nallah Bridge In Jajang Village Under Jilling-langalota Iron Ore Mines Of Barbil Region In The District Of Keonjhar .(under Csr Scheme)
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
240900.00 -
Document Cost
11800.00 -
Estimated Cost
24084000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | CORRIGENDUM-2 | Date |
| 2 | CORRIGENDUM-1 | Technical Bid |
BOQ Items Total Items : 21 | Total Qty : 8752.16
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineerin- charge within an initial lead of 1 km from the place of excavation complete as per direction of EIC. | 2010.00 | Cum |
| 2 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction & clause 305 of MoRT&H specification for Road & Bridge (5th revision) | 725.50 | Cum |
| 3 | Construction of Granular Sub Base by providing close graded granular sub base (GR-II) materials as per table -400-1-- as per clause 401 of MoSRT&H (4th Revision) including all cost, conveyance, royalty,loading & unloading of materials, cost of labour T&P etc. complete as per direction of EIC. | 756.00 | Cum |
| 4 | Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS-383 the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to be exceeded 15:1, aggregate gradation after blending to be as per Table 600.1. cement content not to be less than 150kg/Cum. Optimum moisture content to be determined during trial length construction, contrete strength not to be less than 10Mpa at 7 days, mixed in a concrete mixer of not less than 0.28 / 0.40 cum capacity and placement to site, compaction with vibratory roller, finishing and curing etc completed with cost conveyance and of all materials Hire and running charges machineries and cost of all labour, T&P etc. completed as per the direction of EIC. | 504.00 | Cum |
| 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 of M40 grade concrete with coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.28/0.40cum capacity 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 the shovels rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridge/culvert and construction joints with admixtures and curing compound as directed by EIC. complete in all respect. | 1370.00 | Cum |
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