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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.6 LAccepted-Finance | L-1 | Accepted-Finance 1 | |
| 2 | L-2₹14.9 L+₹28,432 (1.94%)Rejected-Finance C O R WALL NEAR GOVT SR SEC SCHOOL SANJAULI IN WARD NO 17 BENMORE | L-2 | Rejected-Finance 2 |
Tender Value
₹14.2 L
EMD Value
₹28,432
Closing Date
29 Jul 2026, 6:00 pmClosed
Executive Engineer
HPPWD Dodra kawar
R R Damages to RCD road
2026_PWD_139567_21
1290-1389 dated 10-7-26
Open Tender
Civil Works
Percentage
120 days
Dodra Kawar
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹28,432
15 Oct 2026
21 Jul 2026
30 Jul 2026
21 Jul 2026
29 Jul 2026
21 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 | Excavation 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 | 103.7 | Per cum | 197.51 | ₹20,481.79 |
| 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 a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 74.55 | Per cum | 410.37 | ₹30,593.08 |
| 3 | Providing and Laying concrete concrete plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 pcc grade 1:6:12 nominal mix ( 1 cement :6 sand :12 graded stone aggreates 40mm) & curing complete including the cost of form work & hauling of material in all lead & lift as per entire satisfaction & direction of Engineer-in-charge. | 21.6 | Per cum | 7,956.78 | ₹1,71,866.45 |
| 4 | Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:4826 in 100mm x 100mm mesh (woven diagonally) including 10 % extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301 | 327.75 | Per cum | 3,427.94 | ₹11,23,507.34 |
| 5 | Providing and laying of stone filling behind the R/wall & return wall complete as per drawing and technical specification clause 1204.3.8 | 40.5 | cum | 1,421 | ₹57,550.5 |
| 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 | 42 | each | 418.95 | ₹17,595.9 |
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Tendernotice_1.pdf
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SBD21.pdf
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BOQ_206930.xls
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