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NTID 46135115
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Inquiry NowMtc Of Road From Hranghkhal-de in Teliamura - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Mtc Of Road From Hranghkhal-de" in Teliamura, India.
- Opening Date : Fri 7th August, 2026
- Closing Date : Fri 7th August, 2026
- ₹ 2420256.00
- NTID 46135115
Tender Description
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
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EMD
48405.00 -
Document Cost
1000.00 -
Estimated Cost
2420256.00
BOQ Items Total Items : 14 | Total Qty : 7432.6285
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation for Structures Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. Ordinary Soil i) Upto 3 m depth | 11.213 | Cum |
| 2 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200 Sand filling | 1.725 | Cum |
| 3 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centring, shuttering, staging etc. but excluding reinforcement ) P.C.C grade M 10 ( using jhama brick aggregate ) Nominal Mix 1:3:6 | 1.725 | Cum |
| 4 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses802,804,805,806,807,900,1202& 1204. (including centering, shuttering, staging etc. but excluding reinforcement) I) P.C.C grade M 15 (1:2.5:5 Nominal mix) | 21.85 | Cum |
| 5 | Supplying, fitting&placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure completeasper drawings&MoRDtechnical specification Clauses 1002, 1005, 1010 and 1202. For Toe wall vide item no 4 = 21.850 cum. Therefore steel required for Skin reinforcement work @ 30 kg per cum = 0.65550T | 0.6555 | T |
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