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NTID 39766284
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Construction And Development W, Vrindavan - Tender Details
Explore tender information for Construction And Development W in Vrindavan, including eligibility, deadlines, and bid specifics.
UTTAR PRADESH HOUSING AND DEVELOPMENT BOARD
Vrindavan, Uttar Pradesh, India
NTID 39766284
- Opening Date : Tue 8th April, 2025
- Closing Date : Tue 8th April, 2025
- ₹ 66643858.00
- NTID 39766284
Key Values: Document Cost: 8850.00 | EMD: 1366000.00 | Estimated Cost: 66643858.00
Tender Description
Construction And Development Work Of Int. Sewer Line And Connection Water Supply Line And Connection Internal Drain At Sec 4c And Internal Road Drain Sewer Line And Connection Water Line And Connection At Sec 4d Of Awadh Vihar Yojna Lucknow.
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
1366000.00 -
Document Cost
8850.00 -
Estimated Cost
66643858.00
BOQ Items Total Items : 113 | Total Qty : 140493.64
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | (A) Laying of Sewer Line and Sewer Connection Excavation for the following depth below ground level for laying sewer line, manholes (Gully pits), chambers sumps etc in oridinary soil (Earth, sand loam and clay) including cutting or joints pits trimming desing levelling of trenches and refilling if trenches in 20cm layer watering and ramming the same including removed of surplus earth or other dismantelied material upto the distance of 50M from the center of the trenches 0.00 to 1.50m BGL | 6285.30 | Cum |
| 2 | 1.50 to 3.00m BGL | 1933.36 | Cum |
| 3 | 1.50 to 4.50m BGL | 145.60 | Cum |
| 4 | Providing and fixing open timbering (covering 1/3 of surface area by planks) in trenches for depth upto 3.00 m below ground level consisting of 40.00 mm thick approved country wood planks for polling boards, 125mmx75mm indian sal wood wallers and 100mm dia eucalyptus ballies for strut at 1.50 m c/c including removal after laying of sewer (both sides of trenches will be taken as one side for the pupose of payments and measurements i.e. area equals to length x depth of trench). Dismantled timbering materials will be property of the contractor. (a) 0.00 to 4.00m BGL | 4496.28 | Sqm |
| 5 | Supply, Carting and laying of following dia R.C.C. S&S pipes (NP3 class) and specials, lowering the same into trenches in depths upto 1.50m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen, and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete but excluding excavation and refilling of trenches from ground level to the invert level of pipes. 250mm dia R.C.C. S&S pipes NP3 Class 0.00 to 1.50m BGL | 1915.00 | Rm |
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