Periodical Renewal from km 410.626 to 426.5 of NH 150A along with Short Term Remedial Measures to 4 no. of Black Spot Nos. KA-02-511(km 412.000), KA-02-386(km 418.000), KA-02-314(km 428.500) and km 422.00 of NH 150A, Jewargi- Chamarajanagar section

Amount

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, loading, unloading, stacking etc complete. A. On black topped surface at min. 2.0kg/10 sqm complete as per MORT&H specifications and as directed by Engineer-in-charge of work.

Providing and laying Bituminous Concrete using plastorneric thermo plastic (waste plastic additive at 8% of bitumen) crushed stone aggregates as per table 500-17 of specified graded aggregates and filler @ 2% by weight of aggregates premixed with minimum bituminous binder VG-40 grade Paving Bitumen (as per cluase 504.2.1) complying with IS 73-2013/ IS 15462 (IRS SP53) with plastorneric thermo plastic in batch 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 barricading diversion of traffic etcetc complete, except lead for Bitumen with a lead of mixed material excluding cost of primer/tack coat. (Compacted thickness) A. Using 100-120 TPH Batch mix plant (ii) Grading 2 with 4.97% Bitumen & 0.43% plastorneric thermoplastic (30mm compacted thickness) (a) Using VG-40 grade Bitumen with all lead and lift etc., as per job mix approved complete as per MORT&H specifications and 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 with all lead, lifts, loading, unloading, all labour, hire charges of machinery etc., complete as per approved job mix, as per MORT&H specifications and as directed by Engineer-in-charge of work.

Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resigns and glass reflectorizing 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/sqm allowing cooling to ambient pavement temperature, 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 etc., complete. (a) 5.50 Kg/Sqm 2.5mm thick with all lead and lift etc., complete as per MORT&H specifications and as directed by Engineer-in-charge of work

Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resigns and glass reflectorizing 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/sqm allowing cooling to ambient pavement temperature, 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 etc., complete. b 16.5Kg per sqm 7.5mm thick with all lead and lift etc., complete as per MORT&H specifications and as directed by Engineer-in-charge of work.

Providing and fixing of road stud 100mmx100mm die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflector installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or expoxy mirtar, all as per BS 873 part 4:1973 including cost of all material, labour loading, unloading, with all lead and lift, tranporting etc., complete as per MORT&H specifications and as directed by Engineer-in-charge of work.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 -2012 fixed over aluminium sheeting, 2 mm or aluminium composite panel 4 mm thick with area not exceeding 0.9 sqm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 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. reflectivity warrenty as per IRC:67-2012 A) supported on a class B GI pipe 80mm outer dia, 3.50 mtrs long made of high intensity grade Micro Prismatic retro reflecting type XI sheeting, as per table 6.9 with all lead and lift etc., complete as per MORT&H specifications and as directed by Engineer-in-charge of work.

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 alluminium 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 alternates as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. reflectivity warrenty as per IRC: 67-2012 (A) supported on a class B GI pipe 80mm outer dia, 3.50 mtrs hight (min. effective high 1.90 mtrs) made of high intensity grade Micro Prismatic type IV sheeting, as per table 6.6 with all lead and lift etc., complete as per MORT&H specifications and as directed by Engineer-in-charge of work.

90 cm equilateral triangle

60 cm circular

80 cm x 60 cm Rectangalar

90 cm x 30 cm Rectangalar Hazard

50 cm x 60 cm rectangular single chevran normal

Providing, erecting and fixing “W” metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. as per MORT&H specifications and as directed by Engineer-in-charge of work.

L KASIREDDY

KARUNAMAYA CONSTRUCTION COMPANY

Bidder Name

A.Balarama Reddy

L KASIREDDY

KARUNAMAYA CONSTRUCTION COMPANY