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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-Finance | ₹19.2 L | L1 | Accepted-Finance Being a Lowest |
| 2 | L2₹19.2 L+₹733.05 (0.04%)Rejected-Finance VPO PUID TEHSIL AND DISTT KULLU HP | ₹19.2 L+₹733.05 (0.04%) | L2 | Rejected-Finance Being a 2nd Lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non- Responsive |
Tender Value
₹18.3 L
EMD Value
₹37,000
Closing Date
28 Jul 2026, 5:00 pmClosed
Er. B.C. Negi
Executive Engineer, Kullu Division, HP. PWD, Kullu
Restoration of rain damages on Dogri Samana road Km. 0/00 to 5/600 (SH- Construction of 900mm dia RCC Hume Pipe culvert at RD 0/790 and 1/825).
2026_PWD_139617_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
₹500
₹37,000
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. | 204.32 | Per Cubic Metre. | 445.35 | ₹90,993.91 |
| 2 | 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. | 6.99 | Per Cubic Metre. | 4,887.7 | ₹34,165.02 |
| 3 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 PCC 1:4:8 (One cement : four sand : Eight graded stone aggregate ) within all leads and lift including carriage of materials in all respect and as per direction of Engineer-in- charge. | 22.84 | Per Cubic Metre. | 5,528.8 | ₹1,26,277.79 |
| 4 | Random rubble 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 ) Random rubble masonry within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. | 251.88 | Per Cubic Metre. | 5,462.75 | ₹13,75,957.47 |
| 5 | Providing and laying 900mm dia reinforced cement concrete hume pipe 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 walls and parapets clause 1106 with in all leads and lift of materials and as per direction of Engineer-in- charge. | 15 | Per Cubic Metre. | 7,359.35 | ₹1,10,390.25 |
| 6 | Providing and laying rubble Stone laid in cement mortar 1:3 (One Cement ;three sand) flooring laid over cement concrete bedding complete as per drawing and technical specifications clause 1303, including carriage of materials with in all leads and lift of materials and as per direction of Engineer-in- charge. | 0.98 | Per Cubic Metre. | 11,221.05 | ₹10,996.63 |
| 7 | 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. | 30.7 | Per Cubic Metre. | 1,609.95 | ₹49,425.47 |
| 8 | 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 including carriage of materials and as per direction of Engineer-in- charge.. | 88 | Each | 390.95 | ₹34,403.6 |
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