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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.1 LAccepted-Finance HOUSE NO 136 RAURA SECTOR II BILASPUR DISTT BILASPUR H P 174001 | BILASPUR | HIMACHAL PRADESH | 174001 | ₹45.1 L | L1 | Accepted-Finance Being a L1 |
| 2 | L2₹49.3 L+₹4.2 L (9.38%)Rejected-Finance MANDI DIVISION NO II HP PWD MANDI | ₹49.3 L+₹4.2 L (9.38%) | L2 | Rejected-Finance Being a L2 |
| 3 | L3₹52.1 L+₹7.0 L (15.5%)Rejected-Finance | ₹52.1 L+₹7.0 L (15.5%) | L3 | Rejected-Finance Being a L3 |
| 4 | L4₹54.8 L+₹9.7 L (21.5%)Rejected-Finance | ₹54.8 L+₹9.7 L (21.5%) | L4 | Rejected-Finance Being a L4 |
| 5 | L5₹55.6 L+₹10.5 L (23.3%)Rejected-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | ₹55.6 L+₹10.5 L (23.3%) | L5 | Rejected-Finance Being a L5 |
Tender Value
₹61.7 L
EMD Value
₹1.2 L
Closing Date
29 Aug 2026, 5:00 pmClosed
Er. B.C. Negi
Executive Engineer, Kullu Division, HP. PWD, Kullu
Restoration of rain damages on Bhuntar Manikaran road Km. 1/610 to 35/110. (SH- Construction of Retaining Wall with pushta at Km 13/400 to 13/420, 13/500 to 13/520,14/900 to 14/935 and wire crated Retaining wall at RDs 13/700 to 13/720 etc.).
2026_PWD_141786_1
PW/KD/TA/2026-27-6751-58 Dated-17.08.26
Open Tender
Civil Works - Roads
Percentage
60 days
Kullu
As refer to bid document
9 documents required · 9 mandatory
₹2,000
₹1.2 L
15 Sept 2026
24 Aug 2026
31 Aug 2026
24 Aug 2026
29 Aug 2026
24 Aug 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. | 986.4 | Per Cubic metre | 445.35 | ₹4,39,293.24 |
| 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. | 59.38 | Per Cubic metre | 4,887.7 | ₹2,90,231.63 |
| 3 | Providing and laying concrete for plain/ reinforced concrete 1:3:6 (One cement : Three sand : Six graded stone) aggregate in open foundations complete as per drawing and technical specification clause 802,803,1202 and 1203. within all leads and lift of materials and as per direction of Engineer-in- charge. | 513 | Per Cubic metre | 6,543.75 | ₹33,56,943.75 |
| 4 | 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. | 120 | Each | 390.95 | ₹46,914 |
| 5 | 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. | 139.95 | Per Cubic metre | 5,462.75 | ₹7,64,511.86 |
| 6 | 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. | 237.12 | Per Cubic metre | 3,145 | ₹7,45,742.4 |
| 7 | Providing and laying of boulder apron laid in wire crates with 4mm (Four millimetre ) dia GI wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (One hundred millimetre x One hundred millimetre ) mesh (woven diagonally ) including 10(Ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg. (Twenty five kilogram ) each as per drawing and technical specifications clause 1301 within all leads and lift of materials and as per direction of Engineer-in- charge. | 62.5 | Per Cubic metre | 3,244.5 | ₹2,02,781.25 |
| 8 | 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. | 199.5 | Per Cubic metre | 1,609.95 | ₹3,21,185.03 |
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