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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹1.2 L+₹23,366 (23.0%)Accepted-Finance | L2 | Accepted-Finance Accepted | |
| 3 | L3₹1.5 L+₹51,681.17 (50.9%)Accepted-Finance | L3 | Accepted-Finance Accepted | |
| 4 | L4₹1.6 L+₹62,690.64 (61.8%)Accepted-Finance | L4 | Accepted-Finance Accepted |
Tender Value
₹1.9 L
EMD Value
₹3,780
Closing Date
16 Jan 2019, 4:00 pmClosed
Executive Engineer Water Works Division Srinagar
Executive Engineer Water Works Division Srinagar Lal Chowk Exchange Road Srinagar
Improvements to water supply to various Colonies and Lanes in Natipora area like Pamposh Colony and Harinambal and Shahi Hamdan Colony Lane 2 and Iram Lane. Under languishing Project
2018_PHE_68000_2
e-NIT16/WWD of 2018-19
Open Tender
Civil Works - Water Works
Item Rate
20 days
Chanapora
As per NIT
3 documents required · 3 mandatory
₹180
Yes
Executive Engineer Water Works Division Srinagar
₹3,780
Yes
24 Sept 2020
27 Dec 2018
18 Jan 2019
27 Dec 2018
16 Jan 2019
27 Dec 2018
Amount
Earthwork in excavation by manual means in trenches of foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth up to 1.5 mts from cutting edge, disposal earth is to be leveled and neatly dressed in: All kinds of soil.
Excavation in water bound macadam road including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead up to 50 m and lift up to 1.5 m, disposed material to be neatly dressed.
Laying and fitting of following dia G.I pipes complete excluding cost of pipes and earth work: 80mm dia G.I pipe.
50mm dia G.I pipe.
40mm dia G.I pipe.
25mm 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. 50-80mm dia nominal bore.
25-40mm dia nominal bore.
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 12 Km.
MUSHTAQ AHMED GILKAR
TASLEEM AHMED DAGGA
M/S ARSHID BASHIR KACHROO
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