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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.6 LAccepted-Finance VILLAGE KALEHALI PO BAJAURA THE BHUNTAR DISTT KULLU HP | BHUNTAR | KULLU | HIMACHAL PRADESH | ₹2.6 L | L-1 | Accepted-Finance Being 1st Lowest |
| 2 | L-2₹2.7 L+₹1,397.60 (0.53%)Rejected-Finance | ₹2.7 L+₹1,397.60 (0.53%) | L-2 | Rejected-Finance Being 2nd Lowest |
| 3 | L-3₹2.7 L+₹2,541.10 (0.96%)Rejected-Finance R O VILL P O NAIN TEHSIL BARSAR DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | ₹2.7 L+₹2,541.10 (0.96%) | L-3 | Rejected-Finance Being 3rd Lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical Being Non Responsive |
Tender Value
₹2.5 L
EMD Value
₹5,100
Closing Date
18 Aug 2026, 10:00 amClosed
EE Seraj
HPPWD Division Seraj at Janjehli
SH C/O wire crate R/Wall at RD 7/260 to 7/275.30
2026_PWD_140838_2
4820-22 Dated 05.08.2026
Open Tender
Civil Works - Roads
Percentage
Janjehli
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹5,100
29 Aug 2026
10 Aug 2026
18 Aug 2026
10 Aug 2026
18 Aug 2026
10 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 structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stump and other deleterious material and disposal up to any lead , lifts and dressing of sides and bottom and backfilling in trenches with excavated suitable material ordinary soil including carriage of materialwithin all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge. | 33.35 | Per Cubic meter | 533.75 | ₹17,800.56 |
| 2 | Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) diametre G.I. wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stones boulders weighting not less than 25 Kg. (twenty five kilogram) each as per drawing and technical specifications clause 1301including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. | 88.93 | Per Cubic meter | 2,549.7 | ₹2,26,744.82 |
| 3 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. | 7.98 | Per Cubic meter | 1,198.5 | ₹9,564.03 |
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