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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical complete documents |
| 2 | Accepted-Technical A P CHIPLUN NEAR MURALIDHAR TEMPLE VANI ALI TAL CHIPLUN DIST RATNAGIRI | CHIPLUN | RATNAGIRI | MAHARASHTRA | Accepted-Technical complete documents |
| 3 | Accepted-Technical | Accepted-Technical complete documents |
Tender Value
₹45.1 L
EMD Value
₹34,789
Closing Date
17 Jun 2026, 5:00 pmClosed
Chief Officer chiplun municipal council
Chief Officer chiplun municipal council
ST AND BT ROAD AND GUTTER FROM CHAINAGE 0/0-0/225 AT NH-66 (POWER HOUSE OPP SITE) NH-66 TO RAJDUTT HOME(BACK SIDE OF SAGAR PRESS) PAAG MALA AT CHIPLUN
2026_DMA_1307331_1
CMC/CIVIL/39(1)/2026-27
Open Tender
Civil Works
Percentage
120 days
chief officer chiplun municipal council
As per tender details
2 documents required · 2 mandatory
₹2,360
₹34,789
21 Jul 2026
10 Jun 2026
18 Jun 2026
10 Jun 2026
17 Jun 2026
10 Jun 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 | 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. | 607.5 | CU.M | 122.76 | ₹74,576.7 |
| 2 | Providing, 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) | 106.31 | CU.M | 2,666.85 | ₹2,83,520.82 |
| 3 | Providing, 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 II (Using Screening Type B (11.2 mm) Aggregate) | 124.03 | CU.M | 2,666.85 | ₹3,30,772.07 |
| 4 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | 54 | CU.M | 448.75 | ₹24,232.5 |
| 5 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | 54 | CU.M | 81.5 | ₹4,400.89 |
| 6 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | 270 | SQM | 21.66 | ₹5,849.28 |
| 7 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. | 1,390.5 | SQM | 269.45 | ₹3,74,672.31 |
| 8 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) | 69.53 | CU.M | 8,588.11 | ₹5,97,088.35 |
| 9 | BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver,and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen 3.30% of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates) | 1,350 | SQM | 236.25 | ₹3,18,937.5 |
| 10 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) | 1,350 | SQM | 82.39 | ₹1,11,223.8 |
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