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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.0 LAccepted-Finance GOVT CONTRACTOR VILLAGE CHERI P O KIAR KOTI TEHSIL DISTT SHIMLA | ₹45.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹49.1 L+₹4.1 L (9.21%)Rejected-Finance | ₹49.1 L+₹4.1 L (9.21%) | L2 | Rejected-Finance L2 |
| 3 | L3₹50.0 L+₹5.0 L (11.1%)Rejected-Finance | ₹50.0 L+₹5.0 L (11.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹52.5 L+₹7.5 L (16.7%)Rejected-Finance R O VILLAGE KANTI MASHWA TEHSIL KAMRAU DISTT SIRMOUR | SIRMAUR | HIMACHAL PRADESH | 171226 | ₹52.5 L+₹7.5 L (16.7%) | L4 | Rejected-Finance L4 |
| 5 | L5₹52.6 L+₹7.6 L (16.8%)Rejected-Finance VILLAGE P O DAHAN TEHSIL RAJGARH DISTT SIMROUR H P | SIRMAUR | HIMACHAL PRADESH | 173001 | ₹52.6 L+₹7.6 L (16.8%) | L5 | Rejected-Finance L5 |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
19 Aug 2026, 11:00 amClosed
EE HPPWD SARAHAN
EE HPPWD SARAHAN
R/R Damages on Naina Tikker Deothal road km 0/00 to 14/00 (SH- C/O wire create at 13/645 to 13/700)
2026_PWD_140783_3
4787-4837 dated 05.08.2026
Open Tender
Civil Works - Roads
Percentage
90 days
SARAHAN
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,000
₹1.3 L
1 Sept 2026
7 Aug 2026
19 Aug 2026
7 Aug 2026
19 Aug 2026
7 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 excavations for structure as per drawing and technical specifications clause 305.1 (Clause ThreeHundred Five point One) including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge. | 206.25 | Per Cubic Metre. | 261 | ₹53,831.25 |
| 2 | Providing and laying of boulder apron laid in wire creates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mm x 100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification clause 1301 as per drawing and HP PWD techinical specifications in carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge. | 2,062.56 | Per Cubic Metre. | 2,942.9 | ₹60,69,907.82 |
| 3 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 in granular material and as per direction of the Engineer-in Charge, including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge. | 123.75 | Per Cubic Metre. | 789.6 | ₹97,713 |
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