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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | -41.87% | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹2.1 L (1.98%)Admitted-Finance 305 BINAKI LAYOUT PANCHVATI NAGAR NAGPUR 440017 | NAGPUR | NAGPUR | MAHARASHTRA | 440017 | -40.72% | ₹1.1 Cr+₹2.1 L (1.98%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹5.3 L (4.95%)Admitted-Finance BLOCK NO 112 NEAR HATHI CHOWK JARIPATKA NAGPUR | NAGPUR | NAGPUR | MAHARASHTRA | -38.99% | ₹1.1 Cr+₹5.3 L (4.95%) | L3 | Admitted-Finance |
| 4 | L4₹1.1 Cr+₹7.4 L (6.85%)Admitted-Finance | -37.89% | ₹1.1 Cr+₹7.4 L (6.85%) | L4 | Admitted-Finance |
| 5 | L5₹1.3 Cr+₹18.1 L (16.8%)Admitted-Finance | -32.11% | ₹1.3 Cr+₹18.1 L (16.8%) | L5 | Admitted-Finance |
Tender Value
₹1.9 Cr
EMD Value
₹1.5 L
Closing Date
19 May 2026, 5:00 pmClosed
EE Zone 8 , NMC
Office of EE Zone 8 , NMC
Construction of Cement Concrete Road From Shrihari Appartment to H/O Osan and Mahavir Darshan Appartment to Ramaji Tiles at Danaganj in Prabhag No. 23.
2026_NMCN_1302103_1
01/01 12.05.2026 EE Z-8
Open Tender
Civil Works
Percentage
270 days
Danaganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹1.5 L
office of Chief Engineer NMC, Civil Lines, Nagpur
23 Jun 2026
12 May 2026
20 May 2026
12 May 2026
19 May 2026
12 May 2026
15 May 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 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. | 396 | Cu.Mt. | 968 | ₹3,83,328 |
| 2 | Preparation of roadway, drawing (Plan And Profile ) on computer by using Autocad of required scale showing all topo feature and proposed construction details such as carriage way, median service road, toe line, retaining walls, cross drainage works, major structures, etc. complete. Including indexing, level tables, legend, basic information of project and design details etc. | 0.37 | K.M. | 11,659 | ₹4,313.83 |
| 3 | Taking the trial pit for roads, alignment, C.D. Works in Hard murum, and Boulders including stacking the excavated material including all lifts and necessary back filling upto depth 1.5 meters | 9 | Cu.Mt. | 811 | ₹7,299 |
| 4 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. | 231 | Cu.Mt. | 447 | ₹1,03,257 |
| 5 | 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. | 732.8 | Cu.Mt. | 123 | ₹90,134.4 |
| 6 | 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. | 792 | Cu.Mt. | 123 | ₹97,416 |
| 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. | 90 | Rmt | 801 | ₹72,090 |
| 8 | 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. | 440 | Rmt | 2,089 | ₹9,19,160 |
| 9 | Providing , laying and fixing ,jointing Eco- drain 200 mm SN 4 Nu- Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees tees, coupler etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated materialetc. complete. | 75 | Rmt | 971 | ₹72,825 |
| 10 | 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 | 116.45 | Cu.Mt. | 2,839 | ₹3,30,601.55 |
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