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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-Finance R O VILLAGE AND PO HURLA TEHSIL BHUNTAR DISTT KULLU H P | L1 | Accepted-Finance Being a lowest | |
| 2 | L2₹12.4 L+₹8,320.45 (0.67%)Rejected-Finance VILL THARAS PO HURLA TEHSIL BHUNTAR DISTT KULLU HP | L2 | Rejected-Finance Being a 2nd lowest | |
| 3 | Rejected-Technical VPO PUID TEHSIL AND DISTT KULLU HP | - | Rejected-Technical Non-Responsive | |
| 4 | Rejected-Technical VILLAGE TIPRI PO BHARAIN TEHSIL BHUNTAR DISTT KULLU HP | - | Rejected-Technical Non-Responsive | |
| 5 | Rejected-Technical M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | KULLU | HIMACHAL PRADESH | 172002 | - | Rejected-Technical Non-Responsive |
Tender Value
₹11.9 L
EMD Value
₹24,000
Closing Date
16 Mar 2026, 6:00 pmClosed
Er. B.C. Negi
Executive Engineer, Kullu Division, HP.PWD, Kullu
Restoration of rain damages on ChharourNallah to Bhrain road Km 0/00 to 6/700 (SH- Construction of Retaining wall with PCC toe wall at RD 5/475 to 5/497.50).
2026_PWD_131092_1
PW/KD/TA/2025-26-14494-14503 dated 7.3.2026
Open Tender
Civil Works - Roads
Percentage
60 days
Kullu
As refer to Bid documents
9 documents required · 9 mandatory
₹500
₹24,000
17 Apr 2026
11 Mar 2026
17 Mar 2026
11 Mar 2026
16 Mar 2026
11 Mar 2026
Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, any dressing removal of stumps and other deleterious material and disposal upto any lead of 50 mtr (Fifty metre) and lift complete including dressing of sides and bottom and backfilling in trenches with excavated material in ordinary soil within all leads and lift of materials and as per direction of Engineer-in-charge.
Providing and laying concrete for plain/reinforcement conc. In open foundation as per drawing and technical specification clause 802,503,1202 and 1203 PCC grade 1:3:6 (One cement: Three sand: Six graded stone) nominal mix within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Providing and laying concrete for plain/reinforcement conc. In open foundation as per drawing and technical specification clause 802,803,1202 and 1203 PCC grade 1:4:8 (One cement: Four sand: Eight graded stone) nominal mix within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Stone masonry work in cement mortar for sub structure complete as per drawing and technical specifications clause 702,704,1202 and 1204 Random rubble masonry in cement mortar 1:6 (One cement : Six sand ) within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Construction of dry ruble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification clause 704.6 & 1302.5 including hauling/carriage of all labour equipment and materials to various location through all modes of transportatin within all leads and lift of materials and as per direction of Engineer-in- charge.
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 Granular material. within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
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