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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹16.0 LAccepted-Finance | ₹16.0 L | L 1 | Accepted-Finance ok |
| 2 | L 2₹16.0 LAccepted-Finance | ₹16.0 L | L 2 | Accepted-Finance ok |
| 3 | L 3₹17.3 LAccepted-Finance | ₹17.3 L | L 3 | Accepted-Finance ok |
| 4 | L 4₹17.7 LAccepted-Finance | ₹17.7 L | L 4 | Accepted-Finance ok |
| 5 | L 5₹17.7 LAccepted-Finance | ₹17.7 L | L 5 | Accepted-Finance ok |
Tender Value
₹25.3 L
EMD Value
₹26,000
Closing Date
10 Apr 2026, 5:00 pmClosed
Shri Nilesh Bobade E.E. Z 9
Shri Nilesh Bobade E.E. Z 9 Office NMC Nagpur
Construction Of Cement Concrete Road Near Gurunanak Hall From H/o.Vase To H/o.Shriwas At Ashok Nagar in Prabhag No.06.
2026_NMCN_1292388_1
06-2026/E.Z-9
Open Tender
Civil Works
120 days
Ashinagar Zone 09
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
₹26,000
20 Apr 2026
3 Apr 2026
13 Apr 2026
3 Apr 2026
10 Apr 2026
3 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Construction Of Cement Concrete Road Near Gurunanak Hall From H/o.Vase To H/o.Shriwas At Ashok Nagar in Prabhag No.06. | - | - | - | - | - |
Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. | - | Cum | - | - | item 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 | - | - | item 2 | |
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 | - | - | item 3 | |
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 | - | - | item 4 | |
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. By Mechanical Means (Spec. No. : Bd.A. 1 Page 259/CSR I Page No. 148) | - | Cum | - | - | item 5 | |
Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. | - | Cum | - | - | item 6 | |
Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) | - | Cum | - | - | item 7 | |
Providing and laying in situ / ready mix M-20 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) etc. complete. (excluding reinforcement).
a) RCC Grade with reversible drum ty | - | Cum | - | - | item 8 | |
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 | - | - | item 9 |
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