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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-Finance 305 BINAKI LAYOUT PANCHVATI NAGAR NAGPUR 440017 | NAGPUR | NAGPUR | MAHARASHTRA | 440017 | ₹1.9 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.1 CrAccepted-Finance BLOCK NO 112 NEAR HATHI CHOWK JARIPATKA NAGPUR | NAGPUR | NAGPUR | MAHARASHTRA | ₹2.1 Cr | L2 | Accepted-Finance L2 |
| 3 | L3₹2.2 CrAccepted-Finance | ₹2.2 Cr | L3 | Accepted-Finance L3 |
| 4 | L4₹2.3 CrAccepted-Finance MAHARASHTRA MH | ₹2.3 Cr | L4 | Accepted-Finance L4 |
| 5 | L5₹2.5 CrAccepted-Finance | ₹2.5 Cr | L5 | Accepted-Finance L5 |
Tender Value
₹3.3 Cr
EMD Value
₹1.6 L
Closing Date
6 Apr 2026, 5:00 pmClosed
Office of the EEDPDC NMC Nagpur
Office of the EEDPDC NMC Nagpur
Construction of C.C. Pavement Road at Bodhivruksha Nagar to Vasant Nagar Main Road in Prabhag No 32
2026_NMCN_1291562_1
1/30/EEDPDC/2026
Open Tender
Civil Works
540 days
Office of the EE DPDC NMC Nagpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
₹1.6 L
Office of the Chief Engineer 5th floor Civil line
21 Apr 2026
31 Mar 2026
7 Apr 2026
31 Mar 2026
6 Apr 2026
31 Mar 2026
2 Apr 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 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. | - | Cum | 447 | - |
| 2 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. | - | Cum | 968 | - |
| 3 | 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. | - | Cum | 123 | - |
| 4 | 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. | - | Cum | 123 | - |
| 5 | Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) | - | Cum | 6,545 | - |
| 6 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and
curing etc. complete. | - | Rmt | 2,089 | - |
| 7 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. | - | Rmt | 801 | - |
| 8 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers
including watering and compacting etc. complete. | - | Cum | 124 | - |
| 9 | 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 | - | Cum | 2,839 | - |
| 10 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 Kilogram/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub- grade surface if required etc. complete. | - | Cum | 4,515 | - |
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