Ministry Of Road Transport And Highways Tender

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 in layers not exceeding 250mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer, grading by motor grader, consolidation by vibratory road roller and carriage by tipper complete within all lead , all lifts, loading, unloading, all labour, hire charges of machinery etc., complete and as directed by the Engineer in charge of work.

construction of granular Sub base by mix in place method by providing laying, spreading and compacting of close graded material, mixing in a wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer, cost of all materials, labour , hire charges of machinery, lighting , guarding , barricading , maintaince of diversion road, loading and unloading all leads and lifts etc complete close grading Grade ll as per table 400-1 , 400-2 (compacted thickness) including all lead & lift , labour charges ,loading & unloading, cost of all materials, hiring charges & transpotation charge of all machineries, curing & inclusive of all incidential charges Etc complete as per specifications & as directeed by Engineer-in-charge of work

construction of wet mix macadam by plant mix method providing laying, spreading and compacting of graded stone aggregates as per table 400-12&13 mixing in a wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment, compacting with vabratory 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 etc.,complete with lead of mixed material complete including all lead & lift , labour charges ,loading & unloading, cost of all materials, hiring charges & transpotation charge of all machineries, curing & inclusive of all incidential charges Etc complete as per specifications & as directeed by Engineer-in-charge of work

Providing and applying primer coat with slow setting bituminous(SS-I) emulsion 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 as per table 500-1 including cost of all materials, labour, hire charges of machinery, loading, unloading, etc., complete including lead for emulsion at 0.80 Kg/sqm etc., complete including all lead & lift , labour charges ,loading & unloading, cost of all materials, hiring charges & transpotation charge of all machineries, curing & inclusive of all incidential charges Etc complete as per specifications & as directeed by Engineer-in-charge of work on WMM /WBm surface @ 0.80kg/Sqm

Providing and applying Tack Coat as per Table 500-5 on prepared surface using Rapid Setting Bituminous(RS-I) Emulsion complying with IS 8887 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, loading, unloading stacking, etc complete, except lead for emulsion.On granular base such as WBM & WMM surfaces treated with primer /at 2.5 kg/10 Sqm complete as per direction of Engineer in charge of work.

Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500-8,9,10 of specified graded aggregates and filler (cement)at 2% by weight of aggregates premixed with bituminous binder 60/70 grade (VG-30) in Hot mix plant, loading of aggregates with FE loader, transported to site in tipper to paver, laid over a previously prepared surface using 40-60 TPH Hot mix plant and mechanical paver finisher to 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 including lead for bitumen and lead for mixed material excluding cost of primer/tack coat(compacted thickness) with all lead & lift , labour charges ,loading & unloading, cost of all materials, hiring charges & transpotation charge of all machineries, curing & inclusive of all incidential charges Etc complete as per specifications & as directeed by Engineer-in-charge of work Grading 2 : 50-75 mm compacted thickness(26.50 mm nominal size) @ 4.50 % Bitumen using Bitumen 60/70 Grade (VG-30)

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-16,17 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with bituminous binder using 40-60TPH Hot mix plant with Mechanical Paver Finisher 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 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,including lead for bitumen and lead for mixed material excluding cost of primer/tack coat(compacted thickness) with all lead & lift , labour charges ,loading & unloading, cost of all materials, hiring charges & transpotation charge of all machineries, curing & inclusive of all incidential charges Etc complete as per specifications & as directeed by Engineer-in-charge of work Grading 2 with 5.40 % Bitumen (30-40mm compacted thickness)(13.20 mm nominal size) using 60/70 Grade (VG-30)Bitumen

Painting the road surface using approved quality Thermo Plastic material (homogeneously composed of aggregates, pigment, resins and glass reflectorising beeds) conforming to clause 803.4.2.2 applied hot either by screeding or extension process at the rate of 5Kg/ Sqmtr of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250 gms/ sqmtr allowing cooling to ambient pavement temperature, that shall produce an adherent pavement marking of minimum specified thickness of 2.5 mm 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 etc., complete as per the directions of Engineer-in-charge of work

Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. as per the directions of Engineer-in-charge of work

Providing and Construction of cement concrete kerb with top and bottom width 115mm and 165mm respectively, 250 mm high in M20 grade PCC on M10 grade foundation 150mm thick, using 20mm Granite / Basalt / Trap metal and clean sieved approved sand having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 as per drawings, formwork, curing, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead, lift transporting etc., complete.Providing and Construction of cement concrete kerb with top and bottom width 115mm and 165mm respectively, 250 mm high in M20 grade PCC on M10 grade foundation 150mm thick, using 20mm Granite / Basalt / Trap metal and clean sieved approved sand having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 as per drawings, formwork, curing, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead, lift transporting etc., complete.

Providing and Fixing Reinforced cement concrete M15 grade boundary pillers of standard design as per IRC 25-1967 excavation and fixing in position in M15 cement concrete plastering the exposed surface with CM1:2,painting and printing letters ,necessary reinforcement etc ,including cost of all ,materials labour,labour,loading,unloading lead lift etc complete.Providing and Fixing Reinforced cement concrete M15 grade boundary pillers of standard design as per IRC 25-1967 excavation and fixing in position in M15 cement concrete plastering the exposed surface with CM1:2,painting and printing letters ,necessary reinforcement etc ,including cost of all ,materials labour,labour,loading,unloading lead lift etc complete.