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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.5 LAccepted-Finance | ₹2.5 L | L-1 | Accepted-Finance Being 1st Lowest |
| 2 | L-2₹2.7 L+₹11,670 (4.59%)Rejected-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | ₹2.7 L+₹11,670 (4.59%) | L-2 | Rejected-Finance Being 2nd Lowest |
| 3 | L-3₹3.1 L+₹52,061.64 (20.5%)Rejected-Finance | ₹3.1 L+₹52,061.64 (20.5%) | L-3 | Rejected-Finance Being 3rd Lowest |
| 4 | L-4₹3.1 L+₹52,500.37 (20.6%)Rejected-Finance H NO 3152 PANDOH TEHSIL SADAR DISTT MANDI H P | PANDOH | MANDI | HIMACHAL PRADESH | 175001 | ₹3.1 L+₹52,500.37 (20.6%) | L-4 | Rejected-Finance Being 4th Lowest |
Tender Value
₹2.9 L
EMD Value
₹5,900
Closing Date
10 Jul 2026, 9:00 amClosed
EE Seraj
HPPWD Division Seraj at Janjehli
RR Damages on Tapnali to Ghat road in km 0000 to 18000 SH Construction of Retaining wall at Rds in km 1 100 to 1 110
2026_PWD_137850_3
3171-73 dated 22.06.2026
Open Tender
Civil Works - Roads
Percentage
Janjehli
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹5,900
15 Jul 2026
2 Jul 2026
10 Jul 2026
2 Jul 2026
10 Jul 2026
2 Jul 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. | 18.4 | Per Cubic meter | 552.35 | ₹10,163.24 |
| 2 | Providing concrete for plain/reinforced concrete in open foundations 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 40 mm nominal size) mechenically mixed and vibrated and curing complete including cost of formwork complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including carriage of material within all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge. . | 43.55 | Per Cubic meter | 6,085 | ₹2,65,001.75 |
| 3 | Providing weep hole in brick masonry / stone masonry /plain reinforced concrete abutment wing wall return wall with 100 mm ( one hundred millimetre ) dia PVC pipe extended through the full width of the structures with slope of 1 (v) :20 (H) towards drawing face complete as per drawing and technical specification clause 614,709& 1204.3.7 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. | 11 | Each | 398.3 | ₹4,381.3 |
| 4 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 granular material including carriage of material within all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge. | 9.9 | Per Cubic meter | 1,306.55 | ₹12,934.85 |
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