Nagpur Butibori Indl Area M and R to Road Resectioning of road along plot no D 3 PART and D3
Maharashtra Industrial Development Corporation · Nagpur, Maharashtra · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹28.3L
- EMD: ₹28K
- Published: 06 Aug 2026
- Closing date: 20 Aug 2026
- Status: open
- Office: Chief Engineer Nagpur Zone
Description
Tender for resectioning of roads along plot no D 3 PART and D3 in Nagpur Industrial Area, including excavation, material conveying, granular sub-base construction, stone aggregate laying, and testing of materials.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Make in India (MII): No
- MSE preference: No
Line items (7)
- Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum 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.
- Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm, breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition.
- 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.
- 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 B (11.2 mm) Aggregate)
- 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)
- Basic test of aggregate: Water Absorption, Specific Gravity, Impact Value, Crushing Value.
- Basic test of aggregate: Flakiness Index & Elongation Index.
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