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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | L1 | Accepted-AOC Responsive being a L1 | |
| 2 | L2₹8.3 L+₹1.6 L (24.6%)Rejected-AOC | L2 | Rejected-AOC Rejected being a L2 | |
| 3 | L3₹8.6 L+₹2.0 L (29.4%)Rejected-Finance VILLAGE BAGICHA POST OFFICE KANDUGAD TEHSIL ANNI DISTT KULLU HP | SHIMLA | HIMACHAL PRADESH | 172001 | L3 | Rejected-Finance Rejected being a L3 | |
| 4 | L4₹8.8 L+₹2.1 L (32.1%)Rejected-Finance | L4 | Rejected-Finance Rejected being a L4 | |
| 5 | L5₹9.7 L+₹3.0 L (45.6%)Rejected-Finance | L5 | Rejected-Finance Rejected being a L5 |
Tender Value
₹9.8 L
EMD Value
₹19,500
Closing Date
26 Mar 2026, 10:30 amClosed
EE NH Rampur
Executive Engineer NH Division HPPWD Rampur
Restoration of Rain Damages on NH.305 Sainj Luhri Aut Road Km 0.00 to 97.00 SH. Construction of Stone Masonry Breast wall at RD 25.580 to 25.587, 27.900 to 27.915 and Stone Masonry Retaining wall at RD 27.864 to 27.870 and 27.880 to 274.886
2026_PWD_132140_1
13735-84
Open Tender
Civil Works - Highways
Percentage
60 days
Kandu Ghat
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹19,500
20 Apr 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
26 Mar 2026
20 Mar 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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation for structures in all depths as per drawing and technical specifications as per Clause 304 of section 300 of MORTH specifications in all kinds of soils i.e.pick work,jumper work, blasting work in soft and hard rock and intermediate classifications of soil including chiselling and wedging out of rock with in all depths and heights, stacking the useful materials and disposal of unserviceable materials upto the identified dumping site as per the direction of the Engineer-in-Charges with in all leads and lifts. Any loss of public/private property during the course of execution shall be the sole responsibility of contractor which shall have to be duly compansated by him at his own cost. | |||||
| 2Stone masonry in cement mortar 1:6 (1 Cement:6 Sand) for substructure complete as per drawing & MORT & H specifications clause 1400 & 2200, Random rubble masonry In cement mortar 1:6 (1 Cement:6 Sand) including carriage of all materials within all leads and lifts with all modes of transportation and equipment required to complete the work to the satisfaction of the Engineer-in-Charge. | |||||
| 3Providing & fixing weep holes in plain cement concrete Retaining wall, Breast wall, abutments and return walls with 100 mm (one hundred milimetre) PVC pipe, extended through the full width of the structure with slope of 1 V: 20 H towards draining face complete as per MORT & H specifications clause 2706 and 2200 (latest revision) including hauling of material in all leads and lifts with all modes of transportation and as per direction of the Engineer-in-Charge. | |||||
| 4Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORT &H specifications to a thickness of not less than 600mm (Six hundred milimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind retaining walls, abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications as per MORTH Clause 710.1.4 of IRC 78 & 2200 latest revision with in all leads and lifts through all mode of transportation and as per the entire satisfication and direction of Engineer -in-Charge. | |||||
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