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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹49.2 LAccepted-AOC FLAT NO 205 SECOND FLOOR SHREE RADHA VIHAR PANVEL NAVI MUMBAI 410206 | NAVI MUMBAI | RAIGAD | MAHARASHTRA | 410206 | ₹49.2 L | 1st | Accepted-AOC aoc |
| 2 | 2nd₹50.2 L+₹1.0 L (2.11%)Rejected-AOC | ₹50.2 L+₹1.0 L (2.11%) | 2nd | Rejected-AOC aoc |
| 3 | 3rd₹50.7 L+₹1.5 L (3.00%)Rejected-AOC | ₹50.7 L+₹1.5 L (3.00%) | 3rd | Rejected-AOC aoc |
| 4 | 4th₹50.7 L+₹1.5 L (3.00%)Rejected-AOC | ₹50.7 L+₹1.5 L (3.00%) | 4th | Rejected-AOC aoc |
| 5 | Rejected-Technical | - | - | Rejected-Technical Bidder unable to submit shortfall documents |
Tender Value
₹50 L
EMD Value
₹50,000
Closing Date
4 Dec 2025, 5:00 pmClosed
EEZPWORKSBHOKAR
EEZPWORKSBHOKAR
Improvement to pimpaldhav to NH 222 konddevnagar water supply well road vr 159 km 0/00 to 1/500 Tq. Bhokar.
2025_NANDE_1252546_3
ZPN/WD/Bhok/e.TEN13/OPEN/25-26
Open Tender
Civil Works
Percentage
180 days
Improvement to pimpaldhav to NH 222 konddevnagar w
Please refer Tender documents.
5 documents required · 5 mandatory
₹590
₹50,000
15 Sept 2026
27 Nov 2025
5 Dec 2025
27 Nov 2025
4 Dec 2025
27 Nov 2025
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. Spec. No.: MORTH 201 SSR No.2.09 P.No. 23
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. Spec. No.: MORTH 309 SSR No.2.18 P.No. 24
Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Spec. No.: SSR No.2.29a P.No. 25
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete Spec. No.: SSR No.2.30 P.No. 25
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. Spec. No.: SSR No.2.31 P.No. 25
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material Spec. No.: MORTH 401 SSR No.3.01 P.No. 27
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) Spec. No.: MORTH 404 SSR No.3.18 P.No. 29
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) Spec. No.: MORTH 404 SSR No.3.20 P.No. 29
A) Water Absorpation (Basic Test of Aggregate)
B) Liquid limit & plastic Limit. (Murum)
B) For All Other Minerals = Royalty + surcharge (2%) = 211.95+4.23 = 216.18 per cum
ADD FOR GST 18%
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