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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.9 LAccepted-Finance | ₹28.9 L | L1 | Accepted-Finance Being a Lowest |
| 2 | L2₹29.2 L+₹27,959.29 (0.97%)Rejected-Finance VPO PUID TEHSIL AND DISTT KULLU HP | ₹29.2 L+₹27,959.29 (0.97%) | L2 | Rejected-Finance Being a 2nd Lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| 4 | Rejected-Technical M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | - | - | Rejected-Technical Non- Responsive |
Tender Value
₹28.0 L
EMD Value
₹56,000
Closing Date
28 Jul 2026, 5:00 pmClosed
Er. B.C. Negi
Executive Engineer, Kullu Division, HP. PWD, Kullu
Restoration of rain damages on Barshaini to Tosh road (SH- Construction of wire crated Retaining wall at RD 1/940 to 1/965).
2026_PWD_139619_1
PW/KD/TA/2026-27- 5535-42 Dated-187.2026
Open Tender
Civil Works - Roads
Percentage
60 days
Kullu
As refer to bid document
9 documents required · 9 mandatory
₹2,000
₹56,000
14 Aug 2026
22 Jul 2026
29 Jul 2026
22 Jul 2026
28 Jul 2026
22 Jul 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 | 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. | 180.75 | Per Cubic metre | 445.35 | ₹80,497.01 |
| 2 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 PCC grade M-10 nominal mix 1:3:6 (One cement : Three sand : Six graded stone aggregate ) within all leads and lift including carriage of materials in all respect and as per direction of Engineer-in- charge. | 156.24 | Per Cubic metre | 6,543.75 | ₹10,22,395.5 |
| 3 | Providing and laying of boulder apron laid in wire crates with 4 mm (Four millimetre) dia GI wire conforming to IS: 280 and IS: 4826 in 100 mm x 100 mm (One hundred x One hundred millmetre) mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg (Twenty five kilogram) within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. | 468.72 | Per Cubic metre | 3,244.5 | ₹15,20,762.04 |
| 4 | 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. | 98.75 | Per Cubic metre | 1,609.95 | ₹1,58,982.56 |
| 5 | Providing weap holes in brick masonry/ stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm 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. | 34 | Each | 390.95 | ₹13,292.3 |
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