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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹35.1 LAccepted-AOC | ₹35.1 L | 1 | Accepted-AOC L1 |
| 2 | 2₹42.3 L+₹7.2 L (20.4%)Rejected-AOC | ₹42.3 L+₹7.2 L (20.4%) | 2 | Rejected-AOC L2 |
| 3 | 3₹43.4 L+₹8.3 L (23.5%)Rejected-AOC | ₹43.4 L+₹8.3 L (23.5%) | 3 | Rejected-AOC L3 |
| 4 | 4₹44.1 L+₹8.9 L (25.5%)Rejected-AOC LINK ROAD KISHTWAR J K 182204 | KISHTWAR | JAMMU AND KASHMIR | 182204 | ₹44.1 L+₹8.9 L (25.5%) | 4 | Rejected-AOC L4 |
| 5 | 5₹46.2 L+₹11.1 L (31.5%)Rejected-AOC R O WAZIR MOHALLA DISTRICT KISHTWAR J K 182204 | KISHTWAR | JAMMU AND KASHMIR | 182204 | ₹46.2 L+₹11.1 L (31.5%) | 5 | Rejected-AOC L5 |
Tender Value
₹68.4 L
EMD Value
₹1.4 L
Closing Date
8 Aug 2024, 5:30 pmClosed
DGM
Chenab Nagar -II, Kiru HEP admin building at Kishtwar.
Providing Retaining Wall behind Field Hostel-C for the protection of hill slope at Kiru HEP, Patharnaki, Dist. Kishtwar
2024_CVPP_816992_1
CVPPL/Kiru/P and C/PKG C-10/2024-25/226
Open Tender
Civil Works
Item Rate
180 days
Kiru HEP site at Pathernaki
as per tender document
2 documents required · 2 mandatory
₹590
Kiru HEP, Chenab Valley Power Projects Limited
₹1.4 L
Yes
5 Jul 2025
18 Jul 2024
14 Aug 2024
18 Jul 2024
8 Aug 2024
18 Jul 2024
Amount
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: 50 meter beyond 1 m from cutting edge
All kinds of soil
Ordinary Rock
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
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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
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).
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete
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)
Dry random rubble masonry with hard stone in foundation and plinth using quarry stone: Without bond stone.
12mm Cement plaster finished with a floating coat of neat cement of mix: 1:4 (1 cement : 4 fine sand).
Providing and laying in position plum concrete using 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) cement concrete 60% and plums (soling stone) 40% including curing and all charges except the cost of centring and shuttering: All work upto plinth level
MS GANAI CONSTRUCTION
CHENAB VALLEY BUILDERS AND INFRASTRUCTURE PRIVATE LIMTED
SBJA CONSTRUCTIONS PRIVATE LIMITED
M/S ALTAF HUSSAIN MINTOO AND CO
DONATEWIND FRANCHASING CHAIN INDUSTRIES PRIVATE LIMITED
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