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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.8 LAccepted-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | KULLU | HIMACHAL PRADESH | 172002 | ₹48.8 L | L1 | Accepted-Finance Being a Lowest |
| 2 | L2₹49.0 L+₹18,695.45 (0.38%)Rejected-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | ₹49.0 L+₹18,695.45 (0.38%) | 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
₹46.7 L
EMD Value
₹93,500
Closing Date
28 Jul 2026, 5:00 pmClosed
Er. B.C. Negi
Executive Engineer, Kullu Division, HP. PWD, Kullu
Restoration of rain damages on Buins Bai to Bhullang road km 0/00 to 11/020 (SH- C/O wire crated Retaining Wall with RCC Toe wall at Km 6/680 to 6/780)
2026_PWD_139611_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
₹93,500
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 | Providing and fixing Dowel bar of 20mm (Twenty millimetre) dia including drilling holes and plugging the bars with cement grout within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. | 2,001 | Each | 500 | ₹10,00,500 |
| 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. | 206.13 | Per Cubic metre | 6,543.75 | ₹13,48,863.19 |
| 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. | 625 | Per Cubic metre | 3,244.5 | ₹20,27,812.5 |
| 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. | 150 | Per Cubic metre | 1,609.95 | ₹2,41,492.5 |
| 5 | Providing and laying reinforced cement concrete pipe NP3 for culverts on !st class bedding of granular material in single row including fixing collar with cement morter 1:2 (One cement: Two sand) but excluding proctection work and back filling and concrete work inhead vwalls and parapets clause 1106 within all leads and lift of materials and as per direction of Engineer-in- charge. | 7.5 | Per running metre | 7,359.35 | ₹55,195.13 |
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