Ministry Of Road Transport And Highways Tender

Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-13, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper , laid over a previously prepared surface to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead, lift & with lead for mixed material with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. (Compacted Thickness) Plant Mix Method -By using Mechanical Paver finisher. As per Job mix

Filling po holes and patch repairs with bitumenouse concrete 40 mm thick : Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface , painting of tack coat on sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material s per clause 509, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2, including cost of all materials, labour, hire charges of machinery, lead, loading, stacking, unloading with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. using Grading II Material

Providing and applying primer coat with slow setting bitumen emulsion (SSI) complying with IS 8887 of approved quality and make on prepared surface of granular Base such as WBM, WMM including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying using Bitumen Pressure Distributor, uniformly at the rate of 0.80 kg/sqm as per Table 500-3, including cost of all materials, labour, hire charges of machinery, lead, loading, unloading with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 grade Paving Bitumen complying with IS 73-2013 and as per IRC-22 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying by Bitumen Pressure Distributor, including cost of all materials, labour, hire charges of machinery, lead, loading, unloading stacking, with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work.

a. On black topped surface at min.2.0kg.10 sqm

b.On granular base such as WBM & WMM surfaces treated with primer/over B.T. surface (dry & hungry) at min 2.5kg/10sqm

Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500-10 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates, premixed with minimum bituminous binder VG-30 Grade Paving Bitumen(as per clause 504.2.1) complying with IS 73-2013 in Hot mix plant , loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Mechanical Paver Finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete with lead of mixed material and all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work . Using 40-60 TPH HMP.50-75 mm compacted thickness (Grading-1) with 4.00% Bitumen VG-30. As per job mix

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-17 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with minimum bituminous binder VG-30 grade Paving Bitumen(60/70 Grade) as per clause 504.2.1) complying with IS 73-2013/IS15462(IRS SP53) in hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Hydrostatic paver Paver Finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting with a lead of mixed material and all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work. Using 40-60 TPH HMP, Grading-2 with 5.4% Bitumen (30-40 mm compacted thickness) Using VG-30 grade Bitumen As per job mix

Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resings and glass reflcetorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of mentiones area of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. 5.50 kg per Sqm 2.5mm thick

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - 2012 including lettering , fixed over aluminium sheeting, 2 mm or aluminium composite panel 4mm thick firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface with black & white paint to poles 30cm alternate as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete reflectivity warrenty as per IRC-67-2012 and as per the direction of the Engineer-In-Charge for successful completion of work. Supported on class B GI Pipe 80mm outer dia, 3.5mtrs height(minimum effective height 1.90m made of high intensity grade Micro Prismatic type IV sheeting, as per table 6.6) 90cm Equilateral Triangle

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 (By tractor) to be used or auctioned, including removal and disposal of top organic soil including all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- By mechanical Means, In area of light jungle

Surface/Subsurface Drains in Soil(New). Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 and 309. Excavated material to be used in embankment at site including all lead, lifts,loading and unloading, all labour, hire charges of all machineries with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. A.Mechanical means using Hydraulic excavator.

Providing and fixing Reinforced cement concrete M15 grade Boundary pillars of standard design as per IRC:25-1967 and IRC:26, excavation and fixing in position in M-15 concrete, plastering the exposed faces with C.M. 1:2, curing, painting and printing letters, necessary reinforcements etc including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.