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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAccepted-AOC | L1 | Accepted-AOC Awarded to L-1 | |
| 2 | L2₹21.5 L+₹1.6 L (8.19%)Rejected-AOC | L2 | Rejected-AOC Not L-1 bidder | |
| 3 | L3₹23.5 L+₹3.6 L (18.3%)Rejected-AOC | L3 | Rejected-AOC Not L-1 bidder | |
| 4 | L4₹24.9 L+₹5.1 L (25.4%)Rejected-AOC | L4 | Rejected-AOC Not L-1 bidder | |
| 5 | L5₹26.0 L+₹6.1 L (30.9%)Rejected-AOC 60 4 MOTILAL GUPTA ROAD KOL 700008 | KOLKATA | WEST BENGAL | 700008 | L5 | Rejected-AOC Not L-1 bidder |
Tender Value
₹41.7 L
EMD Value
₹84,000
Closing Date
26 Nov 2024, 6:00 pmClosed
GSM(CnP)
Group Sr. Manager (CnP), Pakal Dul HE Project, CVPP, Chenab Nagar-II, Kishtwar, JnK-182206
Widening of Road from Bhandarkoot to Drandooru- Dam Site of Pakal Dul HE Project (RD 1/100 to 1/300) KM, CVPPL, Kishtwar, JnK
2024_CVPP_832641_1
CVPPL/PDHEP/CnP/NIT-314/2024/ 752 Date-26.10.2024
Open Tender
Civil Works - Roads
Works
60 days
PDHEP, CVPPL
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
PDHEP,CVPP Ltd
₹84,000
Yes
11 Apr 2025
26 Oct 2024
29 Nov 2024
26 Oct 2024
26 Nov 2024
26 Oct 2024
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. Ordinary Rock
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. Hard Rock (Blasting Prohibited)
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: stone aggregate 20 mm nominal size) 1:3:6.
Random Rubble masonry with hard stone in foundation and plinth including levelling 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) Nallah.
Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm
Supplying and stacking at site Graded crushed stone aggregate of size 63mm to 45mm.
Supplying and stacking at site Graded crushed stone aggregate of size 53mm to 22.4 mm.
Supplying and stacking at site Graded crushed stone aggregate of size 13.2 mm nominal size (Type A)
Supplying and stacking at site Graded crushed stone aggregate of size 11.2 mm nominal size (Type B).
Supplying and stacking at site Graded crushed stone aggregate of size. Moorum.
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.
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