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NTID 46047286
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💬 Talk to Our Bidding ExpertConfirmatory Survey Design Dra in Rudraprayag - Complete Tender Details
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Uttarakhand Pey Jal Nigam
Rudraprayag, Uttarakhand, India
NTID 46047286
- Opening Date : Fri 14th August, 2026
- Closing Date : Fri 7th August, 2026
- ₹ 363651000.00
- NTID 46047286
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
6136000.00 -
Document Cost
11800.00 -
Estimated Cost
363651000.00
BOQ Items Total Items : 107 | Total Qty : 178004.54
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | SOURCE WORKS:- Survey, design, drawing, testing of bearing capacity, hydraulogical, geological survey and construction of water tight circular R.C.C. wet Intake well cum pump house at the bank of Chenagad gadhera with R.C.C. approach bridge of approximate 15 m length and 2.0 m width to withstand safely the river current (last 30 year)/ discharge, seismic/wind or all other natural effects and suitable for taking approximate 3.63 MLD raw water discharge(in 24 hours), including supply of all material, labour, T&P etc. required for proper completion of work. Inner diameter of well shall be 3.0 metre. Height of well is approximately 12.00 metre ( from lean water level to 2.0 M above H.F.L. of Chenagad gadhera near uchola Village) and depth of foundation below G. L. is assumed 8.0 M, which is liable to change according to geo-investigation, structural design and site conditions and HFL of river in last 30 year. Height of Inspection Room (made up of brick masonry, 3.50 m height) on top of well ( Atleast six inlets (on different levels/heights) with a common header should be installed at/above intake floor with stainer to tap river water, , sluice valves as required, 1.20 metre wide balcony all arround the well shaft above HFL, doors and windows, internal and external electrification work, painting, distempering and snowsem all inside and outside of well, four layer M. S. railing should be on aproach bridge/balcony with hand realing and there should be 1.0 metre wide spiral stair with hand rail from Inspection Room floor to bottom of intake well. The rates should be inclusive of river diversion, all excavation required for well and bridge and dewatering etc. The overall height of intake well is taken approximately 19.00 metre from top of raft foundation to Inspection Room roof top, which will change according to conditions mentioned above. For any increase/decrease in these heights/lengths, rates are shouted below.) The well shoud have all provisions for proper operation of intake well including all labour material T&P or as directed by Engineer in Charge. | 1 | Nos. |
| 2 | Rate for variation in height of Intake well | ||
| 3 | for increase in height | 1 | Mtr. |
| 4 | For decrease in heigh | 1 | Mtr. |
| 5 | Construction of Extra length R.C.C Cross wall including supply of all materials, labour, T&P etc. required for proper completion of work | 30 | Mtr. |
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