Ministry Of Road Transport And Highways Tender

Back filling behind abutment, wing wall, return wall and foundation trenches as per drawing in layers not exceeding 20cms in depth, compacting deposited material by plate compactor/power rammer after duly watering to achieve the desired degree of compaction, including cost of materials, labour, hire charge of machineries, transportation, lead, lift, loading, unloading etc complete. Complete as directed by Engineer in charge of work.

Construction of dry rubble flooring at cross drainage works for relatively less important works complete as per drawing, including cost of all materials, labour, loading, unloading, lead and lift, transporting etc., Complete as directed by Engineer in charge of work.

Construction of RCC Railing of M30 Grade in-situ using granite / trap / basalt aggregates of size not exceeding 12 mm and down and clean sieved approved sand mixing in concrete mixer true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawing No. SD - 202 including cost of all materials, labour, form work, cost of steel and fabrication charges, casting, handling, transporting, loading, unloading, lead, lifts, fixing in position etc., complete except lead for steel & cement. Complete as directed by Engineer in charge of work.

Providing and fixing Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, excavation and fixing in position in M-15 concrete plastering the expsoed faces with CM 1:2, painting and printing letters, necessary reinforcement etc., including cost of all materials, labour, loading, unloading, lead , lift, transporting etc., Complete as directed by Engineer in charge of work.

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 a lead 1 Km, all lifts, loading, unloading, all labour, hire charges of machinery etc., Complete as directed by Engineer in charge of work.

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 bituminous binder 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 Hydraustatic 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 etc complete, except lead for Bitumen & cement with a lead of mixed material upto 1 Km excluding cost of primer/tack coat. (Compacted thickness)Using 100-120 TPH Batch mix plant Using 60/70 Grade (VG-30) Bitumen. Complete as directed by Engineer in charge of work.

Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as 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, lift , loading, unloading stacking, transporting etc., complete except lead for Bitumen & Emulsion. Using Grading I Material Complete as directed by Engineer in charge of work.

Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide 2 Coats fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001 including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., Complete as directed by Engineer in charge of work.

Providing and applying Tack Coat as per Table 500-5 on prepared surface using Rapid Setting Bituminous Emulsion (RS1) 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 / over B.T. surface [dry & hungry] at 2.5 kg/10 Sqm Complete as directed by Engineer in charge of work.

Providing and laying Close Graded Premix Surfacing/Mixed Seal Surfacing of 20mm thickness composed of stone aggregates as per Table 500-26, premixed with bituminous binder in hot mix plant, loading by F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Hydraustatic Paver Finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading stacking, transporting etc., complete, except lead for Bitumen, with a lead of mixed material upto 1 Km, excluding cost of primer/tack coat. Complete as directed by Engineer in charge of work.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - 2001 made of high intensity grade micro prismatic HIP type IV sheeting, fixed over aluminium sheeting, 2 mm 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, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. supported on Class B GI pipe 3.50m long of 80 mm outer dia, 3.50mtr hight (min effective hight 1.90 mtrs) 50 x 60 cm rectangular single chevron Complete as directed by Engineer in charge of work.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - 2001 made of high intensity grade micro prismatic HIP type IV sheeting, fixed over aluminium sheeting, 2 mm 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, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. supported on Class B GI pipe 3.50m long of 80 mm outer dia, 3.50mtr hight (min effective hight 1.90 mtrs) 90x 30cm rectangular hazard boards Complete as directed by Engineer in charge of work.

Supply and spreading of water using water bowser/ water tanker with sprinkler system at locations as specified by the engineer in charge for dust supression on NH road (with lead upto 20km) with tanker of 6000ltrs capacity etc. including cost of materials, labour, hire charge of machineries, transportation, lead, lift, loading, unloading etc complete. Complete as directed by Engineer in charge of work.