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NTID 43218820
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💬 Talk to Our Bidding ExpertConstruction Of Flood Protecti in Alibagh - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Flood Protecti" in Alibagh, India.
PANCHAYAT SAMITI
Alibagh, Maharashtra, India
NTID 43218820
- Opening Date : Fri 26th December, 2025
- Closing Date : Wed 24th December, 2025
- ₹ 2942386.00
- NTID 43218820
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
-
EMD
29424.00 -
Document Cost
1180.00 -
Estimated Cost
2942386.00
BOQ Items Total Items : 11 | Total Qty : 2494619.46
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Item No. 1:- Excavation for foundation/pipe trenches in Soft murum, road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in charge, normaldewatering, preparing the bed for foundation and excluding backfilling, etc.complete | 57.20 | CUM |
| 2 | Item No. 2:- Excavation for foundation/pipe trenches by all means in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Added 10% for Hilly Area) | 83.20 | CUM |
| 3 | Item no.3 - Providing dry/trap/granite/quartzite rubble stone soling 15 cm... etc complete | 15.60 | CUM |
| 4 | Item No.4:-Providing & laying in situ. C.C of trap granite/ quartzite /gneiss/ metal for foundation & bedding including dewatering, from work, compacting, curing, finishing etc. complete. M 150 (Added 10% for Hilly Area) | 15.60 | CUM |
| 5 | Item No.5:- Providing and casting in situ C.C. of trap/granite/quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherevernecessary or roughening if special finish is to be provided and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S orTorreinforcement) | 214.11 | CUM |
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