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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | ₹3.1 L | L1 | Accepted-AOC Stands Lowest. |
| 2 | L2₹3.2 L+₹633.40 (0.20%)Rejected-Finance | ₹3.2 L+₹633.40 (0.20%) | L2 | Rejected-Finance Quoted rate is higher than the L1 bidder. |
| 3 | L3₹3.2 L+₹1,266.80 (0.40%)Rejected-Finance | ₹3.2 L+₹1,266.80 (0.40%) | L3 | Rejected-Finance Quoted rate is higher than the L2 bidder. |
| 4 | Rejected-Technical | - | - | Rejected-Technical NOT ELIGIBLE DUE TO INADEQUATE VALID DOCUMENTS |
Tender Value
₹3.2 L
EMD Value
₹6,334
Closing Date
19 Jun 2026, 4:00 pmClosed
ASSISTANT ENGINEER, BALARAMPUR HIGHWAY SUB-DIVISON
Office of the Assistant Engineer, Balarampur Highway Sub Division-723101
Hatinada Khamar road, From 13.50 Km to 20.00 Kmp, Dressing ,Chilchalling and Restoration of Road Flank under Purulia Highway Division in the District of Purulia.
2026_WBPWD_5014807_4
WBPWRD/AE/BHSD/eNIT-1/26-27
Open Tender
CIVIL WORKS
Percentage
15 days
PURULIA
Please refer Tender documents.
4 documents required · 4 mandatory
₹6,334
Yes
9 Jul 2026
1 Jun 2026
22 Jun 2026
1 Jun 2026
19 Jun 2026
1 Jun 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 | Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. | 17,550 | Sqm | 12.2 | ₹2,14,110 |
| 2 | Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. | 500 | Bag | 3.5 | ₹1,750 |
| 3 | Supplying empty Cement bags in good condition. | 500 | Bag | 3.3 | ₹1,650 |
| 4 | Cutting kutcha drain of 600 mm wide and depth up to 300 mm, including disposal of excavated material in embankment slopes within a lead of 50 m.(b) Through Mixed soil. | 600 | Mtr. | 16.2 | ₹9,720 |
| 5 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902 for Rural Roads
of MORD. | 179.97 | Cum | 140 | ₹25,195.8 |
| 6 | Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 for Rural Roads of MORD. (Average thickness 150 mm) | 291 | Sqm | 26.2 | ₹7,624.2 |
| 7 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 for Rural Roads of MORD. (Average thickness 150 mm) | 430.5 | Sqm | 13.2 | ₹5,682.6 |
| 59 | Sub-Toal | - | No | - | - |
| 60 | Sub-Toal | - | No | - | - |
| 61 | GST @18% | - | No | - | - |
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