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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 LAccepted-AOC | ₹39.8 L | L1 | Accepted-AOC Accpet |
| 2 | L2₹39.9 LRejected-AOC | ₹39.9 L | L2 | Rejected-AOC Accpet |
| 3 | L3₹40.8 LRejected-AOC | ₹40.8 L | L3 | Rejected-AOC Accpet |
| 4 | Rejected-Technical | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical | - | - | Rejected-Technical Reject |
Tender Value
₹50 L
EMD Value
₹40,000
Closing Date
6 Jan 2026, 5:00 pmClosed
E E WORKS ZP CHANDRAPUR
E E WORKS ZP CHANDRAPUR
ST TO SEVADASNAGAR Nokewada (G.P.Nkewada) APPROACH ROAD VR NO. 94 CH.0/200 TO 1/300 Tah. Jiwati
2025_CHAND_1264155_1
WORKS_ZP_CHANDRAPUR_32_25_26
Open Tender
Civil Works
180 days
Jiwati
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹40,000
21 Feb 2026
30 Dec 2025
7 Jan 2026
30 Dec 2025
6 Jan 2026
30 Dec 2025
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area .
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.
Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed.
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)
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, 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 - III Material
Supplying soft murum 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.
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
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