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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7,282Rejected-Finance | ₹7,282 | L1 | Rejected-Finance Financial unsatisfied |
| 2 | L2₹7,342+₹60 (0.82%)Rejected-Finance | ₹7,342+₹60 (0.82%) | L2 | Rejected-Finance Financial unsatisfied |
| 3 | L3₹8,166+₹884 (12.1%)Rejected-Finance | ₹8,166+₹884 (12.1%) | L3 | Rejected-Finance Financial Unsatisfied |
Tender Value
₹1 Cr
EMD Value
₹20,000
Closing Date
7 Aug 2023, 6:00 pmClosed
Chief Officer
Kopargaon Municipal Council
Annual Tender For Earthen Road small type of repairing works and murum supply -Kopargaon Muncipal Council
2023_DMA_927704_1
2023_DMA_Annual Tender For Earthen Road small type
Open Tender
Civil Works
Item Rate
365 days
Kopargaon Municipal Council
As per bid
8 documents required · 8 mandatory
₹3,000
₹20,000
22 Jan 2025
21 Jul 2023
9 Aug 2023
21 Jul 2023
7 Aug 2023
21 Jul 2023
Amount
Annual Tender For Earthen Road works -Kopargaon Muncipal Council
Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any ITEM NO- 2.01
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. By Manual Means. ( Item used only when Quantity is below 10 Cu.m.) ITEM NO- 2.10
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. By Manual Means. ( Item used only when Quantity is below 10 Cu.m.) ITEM NO- 2.18
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. ITEM NO- 2.25
Supplying hard murum/ kankar at the road site, including conveying and stacking complete ITEM NO- 2.29a
Supplying soft murum at the road site, including conveying and stacking complete. ITEM NO- 2.29b
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete. ITEM NO- 2.30
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. ITEM NO- 2.31
Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. ITEM NO- 2.34
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) ITEM NO- 3.19
Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel 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) ITEM NO- 3.35b
Lettering for cautionary/ mandatory sign boards and village name boards ITEM NO- 6.04e
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. ITEM NO- 6.12a
Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In?charge. Using Concrete Batching and Mixing Plant ITEM NO- 7.01
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) ITEM NO- 50.56
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). ITEM NO- 50.57
Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . ITEM NO- 50.58
Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. ITEM NO- 50.62
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 Batch 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 ITEM NO- 51.139b
Nikhil Ajit Gujarathi
Udaymani Associates
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