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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-Technical | +0.00% | ₹12.7 L | L1 | Accepted-Technical Accepted |
| 2 | L2₹12.8 L+₹12,665.76 (1.00%)Accepted-Technical | +1.00% | ₹12.8 L+₹12,665.76 (1.00%) | L2 | Accepted-Technical Accepted |
| 3 | L3₹12.9 L+₹18,998.64 (1.50%)Accepted-Technical | +1.50% | ₹12.9 L+₹18,998.64 (1.50%) | L3 | Accepted-Technical Accepted |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Reject |
Tender Value
₹12.7 L
EMD Value
₹13,000
Closing Date
28 Jan 2026, 5:00 pmClosed
EE WORKS ZP JALNA
EE WORKS ZP JALNA
Construction of Road From Kashigiri Tanda to Malegaon ( VR-38 ) Km 0/00 to 1/00 Tq. Badnapur Dist- Jalna
2026_JALNA_1270570_3
ZPJ/Work D/e-Tender-08/2025-26
Open Tender
Civil Works - Roads
Percentage
90 days
JALNA
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,300
₹13,000
28 Jan 2026
21 Jan 2026
30 Jan 2026
21 Jan 2026
28 Jan 2026
21 Jan 2026
Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete
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.
Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) Item No.2.27
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.
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
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)
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.
Basic Test of Aggregate (Sieve Analysis )
Basic Test of soil and murum"Liquid limit and Plastic Limit
Add For Royalty Charges For 40 mm metal and above, Murum , Earth . Etc. DSR- Note-2 Page No.3
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