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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.0 LAccepted-AOC | ₹53.0 L | L1 | Accepted-AOC AOC |
| 2 | L2₹53.2 L+₹25,250 (0.48%)Rejected-Finance | ₹53.2 L+₹25,250 (0.48%) | L2 | Rejected-Finance Highest Rate Quoted by bidder |
| 3 | L3₹56.0 L+₹3.0 L (5.62%)Rejected-Finance | ₹56.0 L+₹3.0 L (5.62%) | L3 | Rejected-Finance Highest Rate Quoted by bidder |
| 4 | L4₹59.0 L+₹6.0 L (11.4%)Rejected-Finance | ₹59.0 L+₹6.0 L (11.4%) | L4 | Rejected-Finance Highest Rate Quoted by bidder |
Tender Value
₹57.9 L
EMD Value
₹1.2 L
Closing Date
4 Mar 2024, 5:00 pmClosed
Project Manager
Office of Project Manager, Construction Unit(Electrical), Uttarakhand Peyjal Nigam, Second Floor, Kamla Nagar(Opp. ONGC Hospital), Dehradun
CONSTRUCTION OF 300 MM DIA TUBEWELL AT DR SUSHILA TIWARI GOVT MEDICAL COLLEGE HALDWANI
2024_MDPEY_69959_1
401/Nivida/21 Dt. 19/02/2024
Open Tender
Electrical Works
Item Rate
120 days
HALDWANI
Please refer tender document
3 documents required · 3 mandatory
₹5,900
PM,Const.Unit(Elect.),UKPJN, Dehradun
₹1.2 L
Dehradun
2 Jul 2025
20 Feb 2024
6 Mar 2024
21 Feb 2024
4 Mar 2024
24 Feb 2024
23 Feb 2024
Amount
Construction of Tube well by Heavy Duty Rig Machine in the strata of large Boulder and hard stone at Bhavar area from G.L to 250.00MBGL to lower the assembly of 300mm dia to get sand free minimum yield of 1875 lpm at 4.5 mt depression complete as per following work at site.
Transportation of Rig machine, compressor O.P. unit, T & P and other equipments up to site & back transportation after completion of work.
Installation of Rig machine, Camp equipage after site clearance.
Drilling 550mm dia size final bore from G.L. to 250.00 MBGL .
Arrangement of water.
Geophysical logging of bore well to recording a physical parameter that may be interpreted in terms of formation characteristics, ground water quantity and physical structure of the bore hole after drilling.
Preparing and Lowering of tube well assembly 300mm dia. Plain/ Slotted pipe form G.L. to 250MBGL.
Pea-Gravel Feeding from 250MBGL to G.L. around the annular space.
Dismantling of Rig machine after completion of work. Fitting of girder, clamp and well cap.
Collection of strata sample in box.
Supply of Tubewell assembly.
Supply of 300mm dia 7.9mm thick M.S.E.R.W. Plain pipe.
Supply of 300mm dia 7.9mm thick M.S.E.R.W. Slotted pipe.
Supply of 200x100mm dia size M.S Girder 4Mt. Long.
Supply of 300mm dia Bail plug with hook.
Supply of M.S. heavy duty D.E clamp suitable for 300mm dia.
Supply of 300mm dia well cap.
Supply of pea-Gravel 2.00 mm to 3.00mm.
Development by Air comperssor.
Erection of compressor and T&P.
Development by compressor.
Dismantling of above.
Development by O.P. unit
Erection and lowering of O.P Unit.
Development by O.P unit to get 1500LPM discharge.
Dismantling of O.P unit and site clearance.
Chemical & Bacteriological Test of water
Hydrogeological Survey
Harwinder Singh
BIHARI LAL SAH
shyam engineers
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_84052.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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