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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.9 LAccepted-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | L1 | Accepted-Finance Being a lowest | |
| 2 | L2₹48.0 L+₹1,827.35 (0.04%)Rejected-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | KULLU | HIMACHAL PRADESH | 172002 | L2 | Rejected-Finance Being a 2nd lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical Non-Responsive | |
| 4 | Rejected-Technical R O VILLAGE AND PO HURLA TEHSIL BHUNTAR DISTT KULLU H P | - | Rejected-Technical Non-Responsive | |
| 5 | Rejected-Technical | - | Rejected-Technical Non-Responsive |
Tender Value
₹45.7 L
EMD Value
₹91,000
Closing Date
16 Mar 2026, 6:00 pmClosed
Er. B.C. Negi
Executive Engineer, Kullu Division, HP.PWD, Kullu
Restoration of rain damages on Kharihar to Linger Bansu road Km 0/000 to 11/500 (SH-ROFD construction of PCC toe wall, Retaining wall at Km 0/660 to 0/735).
2026_PWD_131119_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 document
9 documents required · 9 mandatory
₹2,000
₹91,000
17 Apr 2026
11 Mar 2026
17 Mar 2026
11 Mar 2026
16 Mar 2026
11 Mar 2026
Excavation in hilly area in manual means including cutting and trimming of sides, slopes and disposal of excavated earth work with a lift upto 1.50 mtr (One point fifty metre) and lead up to 20 mtr (Twenty metre) as per drawing and technical specification clause 1603.1.1 within all kind of soil within all leads and lift of materials and as per direction of Engineer-in- charge.
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/ reinforced concrete 1:6:12 (One cement :Six sand : Twelve graded stone) aggregate in open foundations complete as per drawing and technical specification clause 802,803,1202 and 1203 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.
Providing weep holes in brick masonry/ stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (One hundred millimetre) dia PVC pipe extending through the full with of the structures with slope of 1(v):20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7. 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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