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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59,342.33Accepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹85,292.63+₹25,950.30 (43.7%)Accepted-Finance | L2 | Accepted-Finance Accepted | |
| 3 | L3₹91,619.58+₹32,277.25 (54.4%)Accepted-Finance | L3 | Accepted-Finance Accepted | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Price Bid not complied |
Tender Value
₹1.2 L
EMD Value
₹2,460
Closing Date
14 Jan 2019, 4:00 pmClosed
Executive Engineer Water Works Division Srinagar
Executive Engineer Water Works Division Srinagar Lal Chowk Exchange Road Srinagar
Improvements water supply to Madina Bagh Chanapora. Under District Sector (SADP)
2018_PHE_68053_3
e-NIT 17/WWD of 2018-19
Open Tender
Civil Works - Water Works
Item Rate
20 days
Chanapora
As per NIT
3 documents required · 3 mandatory
₹1,580
Yes
Executive Engineer Water Works Division Srinagar
₹2,460
Yes
24 Sept 2020
27 Dec 2018
15 Jan 2019
27 Dec 2018
14 Jan 2019
27 Dec 2018
Amount
Earth work excavation in trenches for pipes in all kinds of soil, ordinary/Macadam/Tar cut /soft rock, mud etc and in all conditions of saturation for required width and depth as directed by engineer in-charge by Manual or Mechanical means as per site requirement, including dressing of sides, ramming of bottoms, site clearance, including dewatering, close timbering if required (Complete job).
Laying and fitting of following dia G.I pipes complete excluding cost of pipes and earth work: 80mm dia G.I pipe.
Making connections of G.I distribution branch with G.I main of following size by providing and fixing of Tees, including cutting and threading the pipe Complete. 25-40mm dia nominal bore.
Providing and fixing of M.S pipe fittings made out of 8mm thick MS sheets including cost of lead, Spun Yarn, Firewood lead caulking to joints and flanges as required, including welding charges and all type of carriages up to site of work. The job includes successful testing & commissioning.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m.
Carriage of pipes from Divisional store up to the site of work including loading, un-loading and stacking complete for an average lead of 10 Km.
TASLEEM AHMED DAGGA
MUSHTAQ AHMED GILKAR
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