Tender For Mirzapur-Banshihari Road From 22.09 Km To 25.09 Km Rectification Of Crack Portion By Surfacing Work In Patches Under Dakshin Dinajpur Highway Division In The District Of Dakshin Dinajpur During The Year 2025-26. (2Nd Call), Buniadpur-West Bengal
TDR : 50081762
Tender Notice
BOQ
Expired
Buniadpur
West Bengal
Tender For Mirzapur-Banshihari Road From 22.09 Km To 25.09 Km Rectification Of Crack Portion By Surfacing Work In Patches Under Dakshin Dinajpur Highway Division In The District Of Dakshin Dinajpur During The Year 2025-26. (2Nd Call)
Name of Work: Mirzapur-Banshihari Road from 22.09 Km to 25.09 Km, Rectification of Crack portion in stretches, under Dakshin Dinajpur Highway Division in the district of Dakshin Dinajpur during the year 2025-26.(2nd Call)
Sl. No.
Item Description
1
Providing and laying of Needle Punched and mechanically bonded non-woven Geotextile indigenously manufactured from high quality fibers on the prepared subgrade for Seperation. (Ref to MoRT&H\"s 5th Specification 702).For Type-III (450gsm) non woven Geotextile
2
Providing and laying dense bituminous macadam with Hot Mix Plant producing an average output of 75 tonnes per hour using coarse aggregate, fine aggregate, filler and bituminous binder as per design Job Mix Formula conforming Marshall Method as per specification, including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, hand packing and pinning to give an even surface including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 505 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).For Grading 2(26.5 mm nominal size, 50-75 mm thick.)Using Drum mix Type HMP of minimum capacity 40-60 TPH.
3
Providing and laying bituminous concrete with Hot Mix Plant using coarse aggregates, fine aggregates, filler materials and bituminous binder of required specification including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 507 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).For Grading 2(13.2 mm nominal size, 30mm/40 mm thick.). Using Drum mix Type HMP of minimum capacity 40-60 TPH.
4
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).On Bituminous Surface (Using RS Type-1 Emulsion at the rate of 0.25 kg per sqm.)
We takes all possible care for accurate & authentic tender information, however Users
are requested to refer Original source of Tender Notice / Tender Document published by
Tender Issuing Agency before taking any call regarding this tender.
