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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.9 LAccepted-AOC | ₹39.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹41.6 LRejected-AOC | ₹41.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹42.0 LRejected-AOC | ₹42.0 L | L3 | Rejected-AOC L3 |
Tender Value
₹39.9 L
EMD Value
₹39,873
Closing Date
14 Feb 2026, 5:00 pmClosed
Chief Officer
Talasari Nagarpanchayat
Construction of road from the house of Prakash Kakad to the house of Avinash Gadag at Vikaspada Talasari Dist.Palghar
2026_DMA_1275075_1
TNP/2025-26/5
Open Tender
Civil Works - Roads
120 days
Talasari Nagarpanchayat
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
₹39,873
23 Apr 2026
7 Feb 2026
16 Feb 2026
7 Feb 2026
14 Feb 2026
7 Feb 2026
Item No.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. R.A.No.- 01
Item No.02 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. R.A.No.- 02
Item No.03 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete R.A.No.- 03
Item No.04 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. R.A.No.- 04
Item No. 5 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 (13.2 mm) Aggregate) R. A. No. - 5
Item No. 6 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) R. A. No. - 6
Item No. 7 Picking the road surface including sectioning etc. complete (BT surface.) R. A. No.-20
Item No. 8 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 @2.75 kg/10 sqm (VG-30 bulk bitumen rates are considered to arrive at rates) R. A. No. - 8
Item No. 9 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 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) 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) R. A. No. - 9
Item No. 10 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) R. A. No. - 10
Item No. 11 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 with 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) R. A. No. - 11
Item No. 12 Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/colour of 2.5mm 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 Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard R. A. No. 11
Item No. 13 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50m. 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 1.5 m.) By Mechanical Means R. A. No. - 12
Item No. 14 Providing rubble filling of trap/granite/quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete. R. A. No.-13
Item No. 15 Providing and laying in situ cement concrete of 1:4:8 proportion with trap/granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand /VSI sand finely washed etc) R. A. No. 14
Item No. 16 Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope etc. complete. R. A. No.-15
Item No. 17 Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work/retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA R. A. No. 17
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