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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.0 LAccepted-AOC | ₹2.0 L Quoted ₹12.2 L | L-1 | Accepted-AOC 1 |
| 2 | L-2₹12.3 L+₹12,805 (1.05%)Rejected-Finance | ₹12.3 L+₹12,805 (1.05%) | L-2 | Rejected-Finance 2 |
Tender Value
₹11.6 L
EMD Value
₹23,281
Closing Date
6 Apr 2026, 6:00 pmClosed
Executive Engineer
HPPWD Dodra Kawar
RR damages to link Road village Jiskoon km 000 to 800 SH Co BWall in wire crate at RD 4480 to 4540 RWall in PCC 136 Wire crates at RD 6885 to 6905
2026_PWD_132790_15
6849-6948 dated 24-3-26
Open Tender
Civil Works - Roads
Percentage
120 days
Dodra Kawar
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
₹23,281
26 Aug 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 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 |
|---|---|---|---|---|---|
| 1Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 | |||||
| 2Earthwork 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 a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | |||||
| 3 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm 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 specifications Clause 1301 | 250 | Per cum | 3,427.94 | ₹8,56,985 |
| 4 | Providing and Laying concrete concrete plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 grade 1:3:6 nominal mix ( 1 cement :3 sand :6 graded stone aggregates) | - | Per cum | 7,956.78 | - |
| 5 | Providing and laying of Stone fillig behind the r/wall & return wall complete as per drawing and technical specification clause 1204.3.8 | - | Per cum | 1,421 | - |
| 6 | Providing weephole in brick reinforced concrete abutment, wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20 (H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | - | Per cum | 418.95 | - |
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SBD15.pdf
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