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NTID 42991871
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💬 Talk to Our Bidding Expert1 construction Of Recharge Sha in KAPASAN - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "1 construction Of Recharge Sha" in KAPASAN, India.
- Opening Date : Mon 8th December, 2025
- Closing Date : Mon 8th December, 2025
- ₹ 6859000.00
- NTID 42991871
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
137180.00 -
Document Cost
1000.00 -
Estimated Cost
6859000.00
BOQ Items Total Items : 66 | Total Qty : 85852.4345094
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Construction of Tube Well up to 100 mtr. depth in all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. (PHED BSR,Iteam No.2.4.2) Nominal bore 200 mm dia. | 325 | R.Mtr |
| 2 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes (PHED BSR,Iteam No.2.11.2) 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) | 67 | R.Mtr |
| 3 | Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. (PHED BSR,Iteam No2.12.3) 200 mm dia nominal bore of 5.4mm thickness | 23.5 | R.Mtr |
| 4 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.soft/Disintegrated rock.WRD BSR Chap-V Part-A Item No. 1c 4.20mtr x 4.20mtr x 1.65mtr | 145.53 | Cum |
| 5 | Cement concrete well mixed in cement mortar( 1:4:8 ) laid in position complete including curing. Aggregate size up to 20 mm. {BSR -2025 P.S.KAPASAN, Item No.170 (a)} 2 No.x4.20 mtr x1.20mtr x 0.15 mtr 2 No.x1.80 mtr x 1.20mtr x 0.15 mtr | 10.8 | Cum |
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