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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹10.4 LAccepted-Finance | L-1 | Accepted-Finance Being 1st Lowest | |
| 2 | L-2₹10.5 L+₹3,995.85 (0.38%)Rejected-Finance | L-2 | Rejected-Finance Being 2nd Lowest | |
| 3 | Rejected-Technical HIMACHAL PRADESH | - | Rejected-Technical Non Responsive |
Tender Value
₹10.0 L
EMD Value
₹20,000
Closing Date
22 Apr 2026, 9:00 amClosed
EE Seraj at Janjehli
HPPWD Division Seraj at Janjehli
VKV 2025 1355 RR Damages on Khali mod Surah Doghari Shikarn road Km 0 000 to 9 000 SH Removal of slips at various Rds and C o Retaining wall in PCC 1 4 8 at Rd 2 350 to 2 360
2026_PWD_134330_1
362-64 dated 10.04.2026
Open Tender
Civil Works - Roads
Percentage
Janjehli
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹20,000
4 Jun 2026
16 Apr 2026
22 Apr 2026
16 Apr 2026
22 Apr 2026
16 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 | Removal of land slide in hilly area in ordinary rock not requiring blasting by mechnical means including cutting and trimming of slops and disposal of cut material with in lift upto 1.5m and up to any lead as per technical specification 302.3.5 and 1611. and direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidental charges. | - | Per Cubic Meter | - | - |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto any lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge. | - | Per Cubic Meter | - | - |
| 3 | Providing and laying plain concrete 1:4:8( 1 cement : 4 sand :8 graded stone aggregate 40mm nominal size) in open foundation complete as per drawings and technical specification including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge. | - | Per Cubic Meter | - | - |
| 4 | Back filling with granular material behind abutment, wing wall and return wall complete as per drawings and technical specification clauses 1206.3 and 1604.7 complete including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge. | - | Per Cubic Meter | - | - |
| 5 | 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& 1206.6 complete including carriage of materials within all leads and lifts and other incidental. | - | Each | - | - |
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