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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.8 LAccepted-Finance VILLAGE NOON P O KHUNNI SUB TEHSIL KOTGARH DISTT SHIMLA H P | KOTGARH | SHIMLA | HIMACHAL PRADESH | L-1 | Accepted-Finance L-1 | |
| 2 | L-2₹7.0 L+₹17,799.49 (2.61%)Rejected-Finance VILLAGE DHAWNA P O KHARAHAN TEHSIL NANKHARI DISTT SHIMLA H P | NANKHARI | SHIMLA | HIMACHAL PRADESH | L-2 | Rejected-Finance L-2 |
Tender Value
₹7.4 L
EMD Value
₹15,000
Closing Date
8 Apr 2026, 5:00 pmClosed
Executive Engineer
HPPWD B.R Division Nankhari
R.R damages on Bhutti Kharahan Road Km 0.000 to 12.000 SH. C.O R.wall at Km 9.810 to 9.818 and C.O PCC V.Shape Drain at Km 10.300 to 10.800
2026_PWD_133021_1
4374-80 dated 30.03.2026
Open Tender
Civil Works - Roads
Percentage
60 days
Nankhari
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
₹15,000
16 Apr 2026
2 Apr 2026
9 Apr 2026
2 Apr 2026
8 Apr 2026
2 Apr 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 such as per drawings and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials up to a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable materials and as per directions of Engineer-in-Charge. | - | Per Cum | - | - |
| 2 | Providing and laying plain concrete 1:4:8 (1 cement : 4 sand :8 graded stone aggregate 25mm nominal size) in open foundation complete as per drawings and technical specification within all leads and lifts and other incidentals and as per directions of Engineer-in-Charge. | - | Per Cum | - | - |
| 3 | Providing and laying plain concrete 1:3:6( 1 cement : 3 sand :6 graded stone aggregate 20mm nominal size) in open foundation complete as per drawings and technical specification within all leads and lifts and other incidentals and as per directions of Engineer-in-Charge. | - | Per Cum | - | - |
| 4 | Providing 100mm diameter poly Vinyl chloride pipe Weep holes in brick masonry/stone masonry, plain/reinforced concrete abutments, wing walls return walls and retaining /breast walls etc. extending through the full width of the structure with slope of 1V:20H towards drainage face complete as per drawings and technical specifications clause 614,709 and 1204.3.6 icluding carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-Charge. | - | Per Cum | - | - |
| 5 | Backfilling behind abutment, wing wall, R/walls and B/walls complete as per drawings and technical specifications clause 1204.3.8 including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-Charge. | - | Per Cum | - | - |
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technical_196722.pdf
techsummary_196722.pdf
fin_bid_open.pdf
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Tendernotice_1.pdf
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BOQ_196722.xls
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SBD.pdf
Tender Documents • 3.31 MB
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