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Construction Of Asphalt Road At Jilha Parishad Colony Area From Chaudhari House To Mr.Pawar House In Pr No 2, Deopur, Dhule., Jilha Parishad Colony Area In Pr.No.2,Dhule-Maharashtra

Dhule Municipal Corporation has published Construction Of Asphalt Road At Jilha Parishad Colony Area From Chaudhari House To Mr.Pawar House In Pr No 2, Deopur, Dhule.. Submission Date for this Tender is 29-06-2021. Road Work Tenders in Jilha Parishad Colony Area In Pr.No.2,Dhule Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

28190164
Construction Of Asphalt Road At Jilha Parishad Colony Area From Chaudhari House To Mr.Pawar House In Pr No 2, Deopur, Dhule.
Open Tender
Indian
Maharashtra
Jilha Parishad Colony Area In Pr.No.2,Dhule
29-06-2021

Tender Details

Construction Of Asphalt Road At Jilha Parishad Colony Area From Chaudhari House To Mr.Pawar House In Pr No 2, Deopur, Dhule.

Key Value

Document Fees
INR 885 /-
EMD
INR 12486.0 /-
Tender Value
INR 12.48 Lakhs /-

BOQ Items

Name of Work:- Construction of Asphalt road @ Jilha Parishad Colony Area From Chaudhari House To Shri Pawar Sir HouseInPr no 2,Deopur,Dhule
Sl. No. Item Description
1Excavation 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.
2Providing, 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density.Grading I(Using Screening Type A (13.2) mm Aggregate)
3Providing, 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II(Using Screening Type B (11.2 mm) Aggregate)
4Providing and constructing 50 mm. thick ModifiedPenetration Macadam (MPM)road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of VG-30 grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506etc. complete.Including picking of existing WBM surface.
5BITUMINOUS 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 andattachments 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)
6BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, 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 for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)
7Add GST Charges 12% On A
8Add 1% Insurance On A
9Royalty Charges As Per MMT Sheet
10Quality Control Testing Charges
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