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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.9 LAdmitted-Finance | -36.53% | ₹12.9 L | L1 | Admitted-Finance |
| 2 | L2₹13.5 LAdmitted-Finance OLD SAKKARDARA NEAR BUDDHA VIHAR UMRED ROAD NAGPUR 440024 | NAGPUR | NAGPUR | MAHARASHTRA | 440024 | -33.86% | ₹13.5 L | L2 | Admitted-Finance |
| 3 | L3₹13.6 LAdmitted-Finance 401 PRITAM BAXY APARTMENT BEHIND GUPTA TOWER CIVIL LINE NAGPUR 440001 | NAGPUR | NAGPUR | MAHARASHTRA | 440001 | -33.33% | ₹13.6 L | L3 | Admitted-Finance |
| 4 | L4₹13.8 LAdmitted-Finance | -32.17% | ₹13.8 L | L4 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹21,000
Closing Date
6 Apr 2026, 5:30 pmClosed
Executive Engineer Zone 05
Office of EE(Z5) ZO Om Nagar,Nandanvan,Nagpur
Pro and Lay CC Pavement Near H/o Mohol to H/o Yerpude and H/o Sahare to nandini Butic in P. No. 30
2026_NMCN_1292002_1
01/01-30/03/2025-EE Z-5
Open Tender
Civil Works
P. No. 30
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
₹21,000
13 Apr 2026
1 Apr 2026
7 Apr 2026
1 Apr 2026
6 Apr 2026
1 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 | Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm. manually including loading of dismantled material to transport vehicle at site excluding lead charges | - | Sqm | - | - | Item 1 |
| 2 | Excavation for roadway in hard murum and boulder 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 2 |
| 3 | 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 3 |
| 4 | 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 3 |
| 5 | 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 | - | - | Item 4 |
| 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 2 |
| 7 | Providing and laying in-situ M35 Grade unreinforced plain cement concrete pavement 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-in- charge 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 | - | - | Item 2 |
| 8 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. | - | Rmt | - | - | Item 3 |
| 9 | Providing and Filling moltan Bitumen in Joints cut in cement road including removing dust in joint with all materials and Labour etc complete as directed by Eng
incharge | - | Rmt | - | - | Item 4 |
| 10 | 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 | - | - | Item 2 |
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