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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC HIMACHAL PRADESH HP | ₹7.1 L | L1 | Accepted-AOC Completed |
| 2 | L2₹7.3 L+₹18,869.10 (2.67%)Rejected-Finance | ₹7.3 L+₹18,869.10 (2.67%) | L2 | Rejected-Finance L2 |
Tender Value
₹8.3 L
EMD Value
₹16,600
Closing Date
13 Feb 2026, 10:00 amClosed
EE Nalagarh
nalagarh
R/R damages on link road Tallad Ghat Award road in km 0/0 to 5/00 (SH C/O B/wall and V- shape Drain at RD 1/230 to 1/280and B/wall 3/120 to 3/140, 4/140 to 4/158) under PDNA
2026_PWD_127289_1
NIT No. 9946-50 dated 31-01-2026
Open Tender
Civil Works
Percentage
90 days
Nalagarh
5 documents required · 5 mandatory
₹350
₹16,600
15 Jul 2026
3 Feb 2026
13 Feb 2026
3 Feb 2026
13 Feb 2026
3 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and racing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtr, dressing of sides and bottom and backfilling in trenches with suitable material. Ordinary soil up to 3 mtr depth including carriage all labour, equipments and materials to various locations through all modes. | - | cum | - | - |
| 2 | Providing and laying mechanically mixed and vibrated plain cement concrete in foundation for all type of structure complete of plain concrete nominal mix 1:4:8 (one cement isto four sand isto eight graded stone agreegate 40 mm (forty millimetre) nominal size). including hauling / carriage of all labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge | 0.92 | cum | - | - |
| 3 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending hrough the full with of the structures with slop of 1(v):20(H) towards drawing ace complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of material with in all lead and as per the direction nd entire satisfaction of Engineer-in charge. | - | Each | 1 | - |
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