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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.4 LAccepted-AOC 372 KALIA COLONY PHASE 1 JALANDHAR 144008 | JALANDHAR | PUNJAB | 144008 | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹8.7 L+₹38,865.34 (4.65%)Rejected-AOC | L-2 | Rejected-AOC L-2 | |
| 3 | L-3₹8.8 L+₹45,659.48 (5.47%)Rejected-AOC | L-3 | Rejected-AOC L-3 |
Tender Value
Refer Docs
EMD Value
₹21,000
Closing Date
9 Sept 2021, 3:00 pmClosed
Addl SE Civil Mtc Division ,PSTCL,Jalandhar
Addl SE Civil Mtc Division ,PSTCL,Jalandhar
Construction of RCC Retaining wall for the Protection of Tower No 426 of 400 KV Nakodar Talwandi sabo and 400 KV Nakodar Moga line.
2021_POWER_70593_1
ET-48/2021-22
Open Tender
Civil Works
Item Rate
120 days
nakodar
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹21,000
Yes
17 Nov 2021
24 Aug 2021
10 Sept 2021
24 Aug 2021
9 Sept 2021
24 Aug 2021
Amount
Earth work in excavation of foundations
Cement Concrete 1:8:16 with 40mm gauge stone aggregate. Shear key
Reinforced cement concrete M-20 with cement @375/kg per cum hand mixed but excluding steel reinforcement centring and shuttering in foundation and plinth
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Centring and shuttering for faces of walls, partitions,retaining walls and the like (vertical or bartering including attached pillasters buttersses etc
Providing weep holes in brick masonary plain/Reinforced concrete abutment ,wing wall/return wall with 100mm dia PVC pipe ,extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per drawing and technical specifications.,
a)(i) Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres
Conglomerate floor 50mm thick cement conc. Topping 1:2:4
Extra Carriage and difference of material for coarse sand
Extra Carriage and difference of material fo fine sand
Extra Carriage and difference of material for Crusher 13. 2mm
Extra Carriage and difference of material for Crusher 11. 2mm
Extra Carriage and difference of material for Stone metal
Extra Carriage for Cement
Extra Carriage for Steel
the bhomik vikas seva co op l and c society ltd
PAUL AND COMPANY
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