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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.6 LAccepted-AOC | L-1 | Accepted-AOC 1st lowest bidder | |
| 2 | L-2₹8.0 L+₹40,152.66 (5.29%)Rejected-AOC | L-2 | Rejected-AOC 2nd lowest bidder | |
| 3 | L-3₹9.7 L+₹2.1 L (28.3%)Rejected-AOC | L-3 | Rejected-AOC 3rd lowest bidder | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Rejected-Technical | - | Rejected-Technical Techno-Commercially non-responsive and not qualified |
Tender Value
₹9.9 L
EMD Value
₹20,000
Closing Date
7 Jan 2020, 4:00 pmClosed
Senior Manager (Contracts)
Contracts Division, Sewa-II Power Station, Mashka, District-Kathua, Jammu and Kashmir, P.B. No. 2, P.O. Khairi, District-Chamba, Himachal Pradesh, PIN 176325.
Protection and repair of boundary wall and footpath of flood-ravaged Manjhiri Park at Bani under CSR-SD scheme for Sewa-II Power Station, District-Kathua, JK (CSR-389).
2019_NHPC_524950_1
NH/Sewa-II/Cont/CSR389/2019/37
Open Tender
Civil Works
Works
90 days
Manjhiri Park, Tehsil Bani, JK
Please refer Tender documents.
5 documents required · 5 mandatory
₹590
Yes
NHPC Limited, Sewa-II Power Station
₹20,000
Yes
23 May 2020
6 Dec 2019
11 Jan 2020
6 Dec 2019
7 Jan 2020
6 Dec 2019
Amount
Hiring of Excavator cum Loader for clearance of malba at Manjhiri Park, Bani.
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : In cement mortar.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead: 1:4:8 or leaner mix.
Earth work in excavation by manual means over areas (Exceeding 30 cm and up to 1.5 mtr. in depth, 1.5 mtr. in width as well as 10 sqm on plan) including disposal of excavated earth up to 1 mtr. from cutting edge, disposed earth to be levelled and neatly dressed: Ordinary rock.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) (B) Nallah
Random rubble masonry with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregates 20 mm nominal size) at plinth level with cement mortar 1:6 (1 cement : 6 fine sand).
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand). Medium shade using 50% white cement and 50% ordinary cement.
Providing 4 mm thick G.I. Wire making up into cage/ mattresses of 150 x 150 mm mesh, cap wired laid in position including after filling.
Boulder filling dry hand packed tightly as in wire crates apron bund (Wire crate to be measured separately).
Angat Kumar
SUBASH KUMAR
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