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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.3 LAccepted-Finance | ₹27.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹27.6 L+₹33,048.73 (1.21%)Rejected-Finance NANDED | ₹27.6 L+₹33,048.73 (1.21%) | L2 | Rejected-Finance L2 |
| 3 | L3₹27.9 L+₹54,899.13 (2.01%)Rejected-Finance | ₹27.9 L+₹54,899.13 (2.01%) | L3 | Rejected-Finance L3 |
Tender Value
₹27.3 L
EMD Value
₹27,313
Closing Date
29 Jul 2026, 5:00 pmClosed
CHIEF OFFICER RENAPUR N.P. RENAPUR DIST LAUTR
AT Nagar Panchyat Office, Renapur Tq. Renapur
A.Proposed Construction of W.B.M. Road From 1) Keshav Patil House to Hariram Bhatigire Land 2) RavikantAusekar House To Suryakant Akangire Land 3) Dagdu Estagar To Sachin Govindpure Land and Virouse Places For Nagar Panchayat Renapur B.Proposed Const
2026_DMA_1320502_1
B1/NPR/WORKS/1584/2026-27
Open Tender
Civil Works - Roads
Percentage
180 days
Nagar Panchyat Office, Renapur Tq. Renapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹27,313
7 Aug 2026
22 Jul 2026
30 Jul 2026
22 Jul 2026
29 Jul 2026
22 Jul 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 | [A] Proposed Construction of W.B.M. Road From 1) Keshav Patil House to Hariram Bhatigire Land 2) RavikantAusekar House To Suryakant Akangire Land 3) Dagdu Estagar To Sachin Govindpure Land & Virouse Places For Nagar Panchayat Renapur
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. MORTH 301 | 432 | Cu.M. | 123.66 | ₹53,421.12 |
| 2 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. MORTH 305 | 345.6 | Cu.M. | 108 | ₹37,324.8 |
| 3 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)80 mm Metal, By breaking Boulders (Hand broken). As directed by Engineer-in-charge | 216 | Cu.M. | 1,058.21 | ₹2,28,573.36 |
| 4 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)40 mm Metal, By breaking Boulders (Hand broken). As directed by Engineer-in-charge | 144 | Cu.M. | 1,110.17 | ₹1,59,864.48 |
| 5 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . As directed by Engineer-in-charge | 360 | Cu.M. | 88.33 | ₹31,798.8 |
| 6 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | 71.28 | Cu.M. | 782.82 | ₹55,799.41 |
| 7 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | 118.8 | Cu.M. | 82.1 | ₹9,753.48 |
| 8 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. | 1,440 | Cu.M. | 21.82 | ₹31,420.8 |
| 9 | Supplying soft murum at the road site, including conveying and stacking complete. | 47.52 | Sq.M. | 794.08 | ₹37,734.68 |
| 10 | Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. As directed by Engineer-in-charge | 2,880 | Cu.M. | 25.98 | ₹74,822.4 |
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