CONST ASPHALT ROAD FROM MANDAL CHAUFULLY TO GOPAL PURA
Municipal Council Dondaicha Varwade · Dondaicha, Maharashtra · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹37.1L
- EMD: ₹37K
- Published: 12 Oct 2026
- Closing date: 22 Oct 2026
- Status: open
- Status as of: 20 Oct 2026 02:40 UTC
- Department: Municipal Administration, Dhule
- Office: Dondaicha Varwade Municipal Council
Description
Proposed construction of a bitumen road and RCC drain in Ward No. 4 from Mandal Choufuli to Gopalpura Chowk, Dondaicha.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (18)
- Excavation for foundation in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Manual Means — Qty: 108 c.m.
- Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Manual Means — Qty: 162 c.m.
- Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. — Qty: 300 c.m.
- 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. — Qty: 2700 c.m.
- Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @ 3.25 kg/10 sqm (VG-30 bulk bitumen rates are considered to arrive at rates) — Qty: 2430 c.m.
- Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 100% crusher broken metal with conical crusher paint, heating and spraying the bitumen of specified grade @ 1.75 kg / sqm, spreading http://12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achieve the desired degree of compaction as per Technical Specification Clause 506 http://etc.complete, including applying tack coat at the rate of 0.30 Kg Sqm on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) — Qty: 540 c.m.
- 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 withaut 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) — Qty: 121.5 c.m.
- Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @ 3.25 kg/10 sqm (VG-30 bulk bitumen rates are considered to arrive at rates) 9 — Qty: 2430 c.m.
- BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, 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 50mm compacted thickness with drum mix plant withaut SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete - Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) — Qty: 60.75 c.m.
- 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. Initial — Qty: 68 c.m.
- Supplying hard murum/ kankar at the road site, including conveying and stacking complete. — Qty: 78.3 c.m.
- Spreading hard murum/ soft murrum/ gravel or kankar for side width complete — Qty: 78.3 c.m.
- Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels half round http://G.S.W.pipes, Brick Masonry, plastering from inside and C.I. lid cover of 75 Kilogram with lid and frame fixed in cement concrete. — Qty: 13 c.m.
- Royalty Charges for Sand (Royalty+Surcharge 2% + District Mineral Foundation Cess 10%) 211.95+4.23+21.19=237.37/Cum — Qty: 1 c.m.
- Penetration, Softening Point, Flash & Fire Point, Specific Gravity — Qty: 1 c.m.
- Viscosity — Qty: 1 c.m.
- Ductility/Elastic Recovery — Qty: 1 c.m.
- Extraction Test — Qty: 2 c.m.
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