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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹82.8 LAdmitted-Finance | -0.01% | ₹82.8 L | L1 | Admitted-Finance |
| 2 | L2₹84.2 L+₹1.4 L (1.69%)Admitted-Finance RA SIDCO WALUJ MAHANAGAR I PLOT NO 699 | AURANGABAD | MAHARASHTRA | 423701 | +1.68% | ₹84.2 L+₹1.4 L (1.69%) | L2 | Admitted-Finance |
| 3 | L3₹84.7 L+₹1.9 L (2.31%)Admitted-Finance | +2.30% | ₹84.7 L+₹1.9 L (2.31%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical PLOT NO 22 A SWASTISHRIRAJYABHISHEK SHAKE 350 RAMKRUSHNA GODAVARI HOUSING CO OPERATIVE SOCIETY RAMGOPALNAGAR PADEGAON TAL DIST CHHATRAPATI SAMBHAJINAGAR | AURANGABAD | MAHARASHTRA | 423701 | - | - | - | Rejected-Technical Reject |
Tender Value
₹82.8 L
EMD Value
₹83,000
Closing Date
21 Jul 2026, 5:00 pmClosed
EE Works Zp Jalna
EE Works Zp Jalna
Construction of Rajewadi to Walha Road VR-82 Km 0/00 to 2/00 Tq. Badnapur Dist Jalna
2026_JALNA_1317609_1
ZPJ/Work D/e-Tender-02/2026-27
Open Tender
Civil Works
Percentage
Badnapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,300
₹83,000
Yes
18 Aug 2026
14 Jul 2026
23 Jul 2026
14 Jul 2026
21 Jul 2026
14 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 | Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete | 6,100 | One Square Metre | 8 | ₹48,800 |
| 2 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | 3,780 | One Cubic Metre | 119 | ₹4,49,820 |
| 3 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller. | 990 | One Cubic Metre | 79 | ₹78,210 |
| 4 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material | 495 | One Cubic Metre | 2,195.27 | ₹10,86,658.65 |
| 5 | Km 1/00 to 2/00 | 495 | One Cubic Metre | 2,205.59 | ₹10,91,767.05 |
| - | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) | 330 | One Cubic Metre | 2,749.29 | ₹9,07,265.7 |
| 7 | Km 1/00 to 2/00 | 330 | One Cubic Metre | 2,769.57 | ₹9,13,958.1 |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | 225 | One Cubic Metre | 2,700.73 | ₹6,07,664.25 |
| 9 | Km 1/00 to 2/00 | 225 | One Cubic Metre | 2,720.61 | ₹6,12,137.25 |
| 10 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | 225 | One Cubic Metre | 671.28 | ₹1,51,038 |
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