Z.O.1.C.No.B2/2213/2026

Earthwork Excavation And Deposting on Bank With Initial Lead of 10 m And Initial Lift of 2m In Hard Stiff Clay Stiff Black Hard Shales Muram Gravel Stoney Earth And Earth Mixed With Small Size Boulders And Hard Gravelly Soil (SS 20A)

Providing and Laying Granular sub base (GSB) by provided close graded material confirming to ( table 400-1) mixing in a mechanical mix plant at OMC carriage of mixed material to work site spreading in uniform layers with motor grader on prepared surface and compacted with vibratory power roller to achieve the desired dry density to the required grade and cross slope as per drawings all others incidental charges etc.complete as per clause of 401 Morth Specification using Grade III metals for Top layer

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

Cold Milling of Existing Asphalt surface to the required depth using milling machine including hire and running charges for the machine cleaning the milled surface as to avoid slippery including all other incidential charges and other unforeseen charges etc. complete

Conveyance Charges for milling materials to the work site to designated dumping yard

Providing and laying Tack Coat 2.5 kg/10 m2 with Bitumen Emulsion (Rapid Setting 1)(Procured from State/ Central Public sector undertakings only) including cost of bitumen emulsion at the site, including labour charges for preparing the surface and applying required quantity of bitumen emulsion as Tack Coat using bitumen sprayer etc., complete over the primed surface as per clause 503 of MoRT& H Specifications Rev.5

Providing And Laying 50mm Consolidated Thick Bituminous Macadam Using 0.283 Cu.m of 25-10mm Metal 0.283 Cu.m of 10-5mm Metal 0.1415 Cu.m of 5mm And Below Size Irc Metal With 37 Kgs of Vg30 (60/70 Grade) Bitumen ( Procured from State/ Central Public sector undertakings only) For Premixing Per 10Sq.m Including Cost And Conveyance of All Materials to Work Site And Stacking Them On Road Side To Standard Departmental Metric Gauge For Pre-Measurement Heating The Bitumen In Bitumen Boiler Heating The Aggregates And Mixing Them With Bitumen In Mini Hot Mix Plant Spreading The Mix In The Required Temperature For Uniform Thick of 50mm Over A Previously Prepared Surface To Specified Grade And Cross Section And Consolidated By 8-10 Tonne Vibratory Roller To The Required Density Including Labour Charges Spreading Etc. Including Hire Charges For Machineries And All Other Tools Including Fuel And All Other Incidental Charges Etc. Complete As Per Clause 504 of Morth Rev-5

Providing and laying Tack coat over the existing bituminous surface using 2.0 kgs of bitumen emulsion (Rapid Setting 1) ( Procured from State/ Central Public sector undertakings only) per 10 Sq.m area including cost of bitumen emulsion at the site, including labour charges for preparing the surface, and applying the required quantity of bitumen emulsion as Tack Coat using bitumen sprayer etc., complete as per Clause 503 of MoRT&H Specifications Rev.5

Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00- 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30 bitumen ( Procured from State/ Central Public sector undertakings only) for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

CONVEYANCE BY ROADS IN PLAINS 0 TO 10KM INCLUDING LOADING UNLOADING AND TRANSPORTATION CHARGES