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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-AOC SHARMA NIWAS GHORA CHOWKI TEHSIL DISTT SHIMLA HP | SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹16.0 L | L1 | Accepted-AOC The bidder is found responsive and technically qualified as per tender conditions. Being the sole bidder and meeting all eligibility criteria, the bidder is recommended for award of contract |
| 2 | L2₹16.0 L+₹2,192.11 (0.14%)Rejected-Finance HIMACHAL PRADESH HP | ₹16.0 L+₹2,192.11 (0.14%) | L2 | Rejected-Finance L2 |
| 3 | L3₹16.2 L+₹24,332.44 (1.52%)Rejected-Finance R O VILLAGE NALAG P O PAHAL SUB TEH SUNI DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹16.2 L+₹24,332.44 (1.52%) | L3 | Rejected-Finance L3 |
| 4 | L4₹16.3 L+₹34,196.94 (2.14%)Rejected-Finance | ₹16.3 L+₹34,196.94 (2.14%) | L4 | Rejected-Finance L4 |
| 5 | L5₹18.0 L+₹2.0 L (12.5%)Rejected-Finance | ₹18.0 L+₹2.0 L (12.5%) | L5 | Rejected-Finance L5 |
Tender Value
₹21.9 L
EMD Value
₹44,000
Closing Date
1 Apr 2026, 11:00 amClosed
Executive Engineer NH Division HPPWD Solan
Executive Engineer NH Division HPPWD Solan
Maintenance of NH-205 from km.0/000 to 43/000 on Shimla Mataur road for the year 2025-26 (SH-C/O R/wall from km.1/850 to 1/870)
2026_PWD_132556_2
6186-6216
Open Tender
Civil Works
Percentage
90 days
Solan
As per SBD
2 documents required · 2 mandatory
₹500
₹44,000
4 Jun 2026
25 Mar 2026
1 Apr 2026
25 Mar 2026
1 Apr 2026
25 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per the MORT&H specification and the direction of Engineer-in-Charge. | |||||
| 2Plain/Reinforced Cement Concrete grade M-15in open foundation as per drawing and technical specification. Case II using batching plant transit mixture and Concrete pump. as per drawing and technical specification and the direction of Engineer-in-Charge. | |||||
| 3Providing weep holes in brick masonary /plain/reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawings face complete as per drawing and Technical Specification and the direction of Engineer-in-Charge. | |||||
| 4Providing and laying of filter media with ganular materials/stone satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification and the direction of Engineer-in-Charge. | |||||
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