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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 LAccepted-Finance | ₹19.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹20.0 LAccepted-Finance | ₹20.0 L | L2 | Accepted-Finance L2 |
| 3 | L3₹21.0 LAccepted-Finance OLD SAKKARDARA NEAR BUDDHA VIHAR UMRED ROAD NAGPUR 440024 | NAGPUR | NAGPUR | MAHARASHTRA | 440024 | ₹21.0 L | L3 | Accepted-Finance L3 |
| 4 | L4₹22.7 LAccepted-Finance | ₹22.7 L | L4 | Accepted-Finance L4 |
| 5 | L5₹23.8 LAccepted-Finance | ₹23.8 L | L5 | Accepted-Finance L5 |
Tender Value
Refer Docs
EMD Value
₹32,800
Closing Date
22 Apr 2026, 4:00 pmClosed
office of Executive Engineer DPDC
office of Executive Engineer DPDC 5 th floor civil line Nagpur
Construction of Cement Concrete Pavement and strom water drain at pawar nagar zopadpatti at Mouza Hudkeshwar in Pr No 29
2026_NMCN_1294902_1
1-EE-DPDC/2026-27
Open Tender
Civil Works - Roads
120 days
Nagpur City
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
₹32,800
4 Jun 2026
15 Apr 2026
23 Apr 2026
15 Apr 2026
22 Apr 2026
15 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 |
|---|---|---|---|---|---|---|
| 1Construction of Cement Concrete Pavement and Strom Water Drain at Pawar Nagar Zhopadpatti at Mouza Hudkeshwar in Prabhag No.29 | ||||||
| 1.01 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. | - | CUM | - | - | 2 |
| 1.02 | 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 - I Material | - | CUM | - | - | 3 |
| 1.03 | Providing and laying in situ / ready mix controlled grade of M20 of trap /granite /quartzite
/gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing 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 fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement) | - | cum | - | - | 4 |
| 1.04 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. | - | MT | - | - | 5 |
| 1.05 | Providing & Fixing clear opening 900 x 600 mm Rectangle Composite Resin Gully Frame & Cover of approved Extra High Duty, Conforming to relevant Grade Designation EHD 40 MT as per IS: 1726; 1991 etc. complete. (Inspection shall be as per guidelines of IS Specification). The information of Manufacture, grade designation and any identification mark as required by purchase / department shall be clearly and permanently marked on top of each manhole cover including loading, unloading, transportation etc. Complete as directed by Engineer-in-charge. (Test Certificate is required) | - | EACH | - | - | 6 |
| 1.06 | Providing and fixing in position steel fibre SFRC frame & cover of approved make including loading & unloading transportation , all taxes etc. complete. As directed by engineer incharge ( 20 Tonne Capacity) | - | EACH | - | - | 7 |
| 1.07 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ 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 | - | - | 8 |
| 1.08 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. | - | sqm | - | - | 9 |
| 1.09 | Providing and laying in-situ M35 Grade unreinforced plain cement
concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight
of Cement) over a prepared sub base with 43 grade cement , coarse and
fine aggregate ( VSI grade finely washed crushed sand) conforming to
IS 383, using fine and coarse aggregates combined gradation as
per Table 600-3 of MORTH Specification 2013, mixed in a batching
and mixing plant/ non tilting mixer and Weigh batcher as per
approved mix design, admixtures, transporting to site, spreading, laying
with approved make paver,compacted and finished in a continuous
operation, finishing to lines and grades as directed by Engineer-incharge
and curing by curing compound /by providing cement vata
in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80
mm at bottom and 40 mm at top with depth of 75mm and maintaining the
same throughout curing period by any other method approved by
Engineer-in-charge. | - | cum | - | - | 10 |
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