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Providing And Laying Drainage , Aurangabad-MH - Tender Details
Explore tender information for Providing And Laying Drainage in Aurangabad-MH, including eligibility, deadlines, and bid specifics.
Municipal Corporation Aurangabad
Aurangabad-MH, Maharashtra, India
NTID 39375651
Opening Date : Wed 26th February, 2025- Closing Date : Mon 24th February, 2025
- ₹ 814078.00
- NTID 39375651
Providing And Laying Drainage Line, Constructing, Repairing Manholes And Supplying And Fixing Sfrc Cover At Various Places In Ward No-02 Bhagatsingnagar, Mhasobanagar.
Key Values: Document Cost: 600.00 | EMD: 8200.00 | Estimated Cost: 814078.00
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
BOQ Items Total Items : 32 | Total Qty : 1396.66
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | MANUALY CLEARING THE CHOCKES/ RODDING FROM UNDER GROUND DRAINAGE LINE INCLUDING INSPECTION CHAMBERS WITH THE HELP OF REQUIRED TOOLS FOR PROPRE FUNCTIONING LINE CHAMBER TO CHAMBER ETC. COMPLETE. AS PER PWD SSR 2021-22 IT.NO.46.54/PG.NO.218 | 400.00 | RMT |
| 2 | DESILTING THE SUPPLY WELL, INTAKE WELL/ HEAD WORKS, SUMP OF WATER SUPPLY/ SEWERAGE WORKS ETC. IN WET OR DRY CONDITIONS INCLUDING LIFTS UPTO 9M TO LEAD UPTO 150M AS REQUIRED BEYONG THE WORK SITE STACKING, SPREADING, INCLUDING NECESSARY GURDING ETC. | 20.03 | CUM |
| 3 | EXCAVATION FOR FOUNDATION / PIPE LINE TRENCHES IN EARTH, SOIL OF ALL TYPES, SAND, GRAVEL AND SOFT MURUM, INCLUDING REMOVING THE EXCAVATED MATERIAL UPTO A DISTANCE 50 MTR. & LIFT AS BELOW, STACKING AND SPREADING AS DIRECTED, NORMAL DEWATERING, PREPARING THE BED FOR FOUNDATION AND EXCLUDING BACKFILLING ETC. COMPLETE. (BD-A-1/259) LIFT 0 TO 1.50 M. MJP DSR PAGE NO.: 33 ITEM NO.: 1 | 108.00 | CUM |
| 4 | EXCAVATION FOR FOUNDATION / PIPE LINE TRENCHES IN HARD MURUM AND BOULDERS, W.B.M. ROAD INCLUDING REMOVING THE EXCAVATED MATERIAL UPTO A DISTANCE 50 M BEYOND THE AREA AND LIFT AS BELOW, STACKING AND SPREADING AS DIRECTED BY ENGINEER IN CHARGE NORMAL DEWATERING, PREPARING THE BED FOR FOUNDATION AND EXCLUDING BACKFILLING ETC. COMPLETE. (BD-A-3/259) LIFT 0 TO 1.50 M. MJP DSR PAGE NO.: 33 ITEM NO.: 3 LIFT 0 TO 1.50 M. | 36.00 | CUM |
| 5 | EXCAVATION FOR PIPE LINE TRENCHES IN SOFT ROCK AND OLD CEMENT & LIME MASONRY FOUNDATION ASPHALT ROAD INCLUDING REMOVING THE EXCAVATED MATERIAL UPTO A DISTANCE 50 M BEYOND THE AREA AND LIFT AS BELOW, STACKING AND SPREADING AS DIRECTED BY ENGINEER IN CHARGE NORMAL DEWATERING, PREPARING THE BED FOR FOUNDATION AND EXCLUDING BACKFILLING ETC. COMPLETE. (BD-A-4/259) LIFT 0 TO 1.50 M. MJP DSR PAGE NO.: 33 ITEM NO.: 5 | 18.00 | CUM |
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