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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹70.6 LAccepted-AOC | 1 | Accepted-AOC L-1 | |
| 2 | 2₹75.7 L+₹5.1 L (7.16%)Rejected-Finance | 2 | Rejected-Finance L-2 | |
| 3 | 3₹77.7 L+₹7.1 L (10.0%)Rejected-Finance VPO SHARA SANDHAR TEHSIL BASHOLI DISTT KATHUA J K | KATHUA | JAMMU AND KASHMIR | 184101 | 3 | Rejected-Finance L-3 | |
| 4 | 4₹86.1 L+₹15.5 L (22.0%)Rejected-Finance | 4 | Rejected-Finance L-4 |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
29 Aug 2022, 4:00 pmClosed
Sr. Manager (C and P )
Contract and Procurement 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 premix carpeting work of approach road from RD 0.00 km to RD 2.195 km (up to Dam Top)(CW-527)
2022_NHPC_700424_1
NH/Sewa-II/Cont/CW527/2022/168
Open Tender
Civil Works
Works
120 days
Sewa-II Dam, vill.-Gatti, Teh.-Bani, Distt.-Kathua(JK
please refer tender document.
5 documents required · 5 mandatory
₹1,180
NHPC Limited, Sewa-II Power Station
₹1.6 L
Yes
21 Jan 2023
14 Jul 2022
3 Sept 2022
14 Jul 2022
29 Aug 2022
14 Jul 2022
Amount
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) (Quarry)
Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. (Quarry)
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone. (Nallah)
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials
Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wirecrates
Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
Supplying and stacking at site Moorum
Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A)
Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm.
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately) With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete
MUSHTAQ KHAN
RAJESHWAR SINGH
Bhalai Infratech Pvt Ltd
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