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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.8 LAccepted-AOC VILLAGE KAIRWAN KARANPUR PO RAJPUR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | L1 | Accepted-AOC L1 | |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Price Bid not complied | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Price Bid not complied | |
| 4 | Rejected-Technical NANDNI VIHAR ADHOIWALA DEHRADUN | - | Rejected-Technical Disqualified | |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Price Bid not complied |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
17 Jun 2021, 5:00 pmClosed
Executive Engineer
Office of Executive Engineer Construction Division UKPJN Dehradun
Construction of Laying and jointing of different size of D I K9 and HDPE pipe line in Rising Main and Distribution System in Habitation Kotra Santaur in Kotra Santaur of KOTRA SANTAUR WATER SUPPLY SCHEME of Block Sahaspur District Dehradun
2021_MDPEY_33189_1
Letter No. 1324/NIVIDA/85, dt. 29.05.2021
Open Tender
Civil Works
Item Rate
365 days
Dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
Executive Engineer Construction Division UKPJN
₹90,000
7 Jul 2025
3 Jun 2021
19 Jun 2021
5 Jun 2021
17 Jun 2021
7 Jun 2021
Amount
Supply, Carting, laying jointing & testing including all jointing material, labour, T&P of followingh size of pipe.
D.I.K-9 pipe conf. I:S 8329/2000, 200 mm dia
Providing Lowering into trenches with true to alignment. Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. :- PE-100 Grade PN-6.0 (6.0kg/cm2)
160 mm dia.
140 mm dia.
110 mm dia.
63 mm dia.
50 mm dia.
Excavation of earth for pipe line in trenches with lift upto 1.50 M. & lead up to 30 M. including refilling, watering, ramming, of excavated earth into the trenches and removal of surplus earth up to a distance of 60 M. form trenches including supply of labour, T&P etc. all complete (Assuming that 90% pipe line is laid in trenches. It is estimated that 75% excavation will be in soil mixed with shingle bajri & boulders and 25% will be in medium rocks.For New Pipe Line
Soil mixed with boulders & bajri
Medium rocks
Supply and fixing of the following fittings including local cartage of materials, labour, T&P etc. complete :- Wheel Valve/ CI D/F SLUICE/ VALVE(CLASS-I) as per IS: 148/46-2000 (Kirloskar or equivalent) pressure PN 1.0
Sluice Valve
200 mm dia
150 mm dia
100 mm dia
Air Valve
Supply of all materials, labour, T&P etc. and construct the following valve chambers as per type design
Air Valve chamber (0.60x0.60x0.60)m
Sluice Valve Chamber (0.90x0.90x1.0) m
Supply of all materials, labour, T&P etc. and construct the BPT as per tipes design
Provision for Cutting of road surface for laying of pipe line including supply of all mterial, labour, T&P etc. complete. Average breadth 70 cm. to pay other Deptt.
Bitumen road (B-M/SDBC)
Cement concrete road
Provision for making payment for the reinstatement of road.
Kuchcha Road
Cement concrete road
Provision for shifting of house connection & that might be damaged during excavation & laying of pipe line of existing connections.
Provision for baricating work including supply of ballies, labour, T&P etc complete of both sides.
Provision for nala, canal & big drains etc. crossing
ESPY ASSOCIATES
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_39243.pdf
boq_comp_chart.xlsx
xlsx
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details.html
html • 0.03 MB
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