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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance N A | FARIDABAD | HARYANA | 121004 | +0.00% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹4.1 L (2.36%)Admitted-Finance NARANGAL TA NAIGAON KH DIST NANDED PIN 432709 | NANDED | NANDED | MAHARASHTRA | 432709 | +2.36% | ₹1.8 Cr+₹4.1 L (2.36%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹4.5 L (2.59%)Admitted-Finance NANDED | KOLHAPUR | MAHARASHTRA | 415101 | +2.59% | ₹1.8 Cr+₹4.5 L (2.59%) | L3 | Admitted-Finance |
Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
19 Aug 2026, 6:00 pmClosed
Executive Enginner (W) Div Degloor Z.P. Nanded
Executive Enginner (W) Div Degloor Z.P. Nanded
REPAIRS TO NARANGAL SUJAYATPUR SHAPUR ROAD VR 09 KM 2/00 TO 6/00 TQ DEGLOOR
2026_NANDE_1327261_2
ZPN/WD/DEG/e.TEN04/OPEN/26-27
Open Tender
Civil Works
Percentage
180 days
REPAIRS TO NARANGAL SUJAYATPUR SHAPUR ROAD VR 09 K
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,180
₹1.8 L
21 Aug 2026
12 Aug 2026
20 Aug 2026
12 Aug 2026
19 Aug 2026
12 Aug 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(ROAD WORK):-Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | |||||
| 2Excavation 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. | |||||
| 3 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | 1 | CUM | - | - |
| 4 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | 1 | CUM | - | - |
| 5Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. | |||||
| 6 | 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 | 1 | CUM | 1 | ₹1 |
| 7Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate) | |||||
| 8 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ 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 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. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. | 1 | CUM | - | - |
| 9Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ 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. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. | |||||
| 10Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. | |||||
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