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NTID 46083367
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💬 Talk to Our Bidding ExpertConstruction Of Revetment Towe in Delhi - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Revetment Towe" in Delhi, India.
- Opening Date : Tue 18th August, 2026
- Closing Date : Tue 18th August, 2026
- ₹ 13138320.00
- NTID 46083367
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
262766.00 -
Document Cost
Refer Documents -
Estimated Cost
13138320.00
BOQ Items Total Items : 49 | Total Qty : 102258.14
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Sub Head 1 item no 1.1 to 1.9:- Construction of revetment for transmission towers of 220 kv SOW-Mandola Ckt I, II, III & IV. | ||
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and for all lift as directed by Eningeer-in-charge.All kinds of soil (2016DSR2.6.1) | 235 | M3 |
| 3 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lifts. (DSR 2.25(a)) | 2000 | M3 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:4:8 (1Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (2016DSR4.1.8) | 20 | M3 |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within permissible utilization of 20% each, Portland Pozzolana /Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR5.33A.1.1) | 320 | M3 |
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