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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.4 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹2.5 L+₹8,090.73 (3.41%)Rejected-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | 2 | Rejected-Finance 2nd lowest | |
| 3 | 3₹2.5 L+₹9,907.01 (4.17%)Rejected-Finance | 3 | Rejected-Finance 3rd lowest | |
| 4 | 4₹2.8 L+₹46,199.69 (19.5%)Rejected-Finance | 4 | Rejected-Finance 4th lowest | |
| 5 | 5₹3.1 L+₹72,981.63 (30.7%)Rejected-Finance | 5 | Rejected-Finance 5th lowest |
Tender Value
₹3.3 L
EMD Value
₹6,700
Closing Date
11 Feb 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer NH Division HPPWD Nahan
A/R and M/O to Nahan Do Sarka Sarahan Kumarhatti Road Km 0/00 to 78/00 (SH Construction of PCC Breast wall at RD 18/00 to 18/020)
2026_PWD_127437_5
NIT No. 5419-39 dated 31-01-2026
Open Tender
Civil Works - Highways
Percentage
60 days
Nahan
refer tender document
6 documents required · 6 mandatory
₹350
₹6,700
7 Aug 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
11 Feb 2026
4 Feb 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 using Hydraulic Excavator and Tippers with Disposal upto 1000 metres:- Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slipes,in accordance with requirement of lines, grades and cross section, and transporting to the embankment location within all lifts and leads upto 1000m (for cutting) | 1 | Per Cubic metre | 176.3 | ₹176.12 |
| 2 | Providing P.C.C. grade M 15 concrete Nominal mix (One Cement: Two oint Five sand : five graded crushed stone aggregate 20mm (Twenty milimetre) nominal size for plain/reinforced concrete in open foundations complete as per drawings and technical specifications including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-Charge. | 48.19 | Per Cubic metre | 6,656.35 | ₹3,20,769.51 |
| 3 | Providing weep holes in Brick masonry/Plain/reinforced concrete abutment, wing wall/retun wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of IV: 20H towards drawing foce. Compete as per drawing and Technical Specifications inlcuding all leads,. lifts and carriage as per entire satisfaction of Enginer-in-charge. | - | Nos | 229.6 | - |
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