Periodical Renewal work from km 0 00 to 5 200 of NH 173 Mudigere Kadur section in the state of Karnataka

Amount

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 to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, loading & unloading, all lead and lift including all incedental charges etc., complete as per the specifications and as directed by the Engineer-In-Charge of the 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 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 Bitumen. On granular base such as WBM & WMM surfaces treated with primer / over B.T. surface [dry & hungry] at 2.5 kg/10 Sqm including all labour, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, loading & unloading, all lead and lift including all incedental charges etc., complete as per the specifications and as directed by the Engineer-In-Charge of the 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(IRC SP53) with plastorneric thermoplastic 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 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, Using 80-100 TPH Batch mix plant (ii)Grading II with 4.97% Bitumen and 0.43 % plastorneric thermoplastic (30 mm compacted thickness)(a)Using VG 40 Grade Bitumen.including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting including all incedental charges etc complete, including lead for Bitumen with all to lead of mixed material excluding cost of primer/ tack coat. etc., complete as per the specifications and as directed by the Engineer-In-Charge of the 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 including all labour, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, loading & unloading, all lead and lift etc including all incedental charges., complete as per the specifications and as directed by the Engineer-In-Charge of the 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 45x45x60cm, 60cm 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, reflectivity warrenty as per IRC:67-2012. supported on a class B GI pipe 80 mm outer dia,3.50 Mtrs long made of Micro Prismatic retro reflecting type XI sheeting, as per table 6.9 as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transportation etc., including all incedental charges complete. as per the specifications and as directed by the Engineer-In-Charge of the work.

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67-2001 fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm 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, reflectivity warrenty as per IRC:67-2012 B) Supported on 2 Nos. of class B GI pipe 80 mm outer dia, of length 3.50 Mtrs made of Micro Prismatic retro reflecting type XI sheeting,as per table 6.9 as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transportation including all incedental charges etc., complete as per the specifications and as directed by the Engineer-In-Charge of the work.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - including intensity fixed over aluminium sheets, 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 blcak & white paint to poles 30cm alternate, A.Supported on a class B GI pipe 80 mm outer dia, 3.50 mtrs hight (min. effective hight 1.90 mtrs) made of high intensity grade Micro Prismatic type IV sheeting, as per table 6.6. (i)90 cm equilateral triangle as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting including all incedental charges etc., complete. as per the specifications and as directed by the Engineer-In-Charge of the work.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - including intensity fixed over aluminium sheets, 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 blcak & white paint to poles 30cm alternate, A.Supported on a class B GI pipe 80 mm outer dia, 3.50 mtrs hight (min. effective hight 1.90 mtrs) made of high intensity grade Micro Prismatic type IV sheeting, as per table 6.6. (ii)60cm circular Boards as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting including all incedental charges etc., complete as per the specifications and as directed by the Engineer-In-Charge of the work.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - including intensity fixed over aluminium sheets, 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 blcak & white paint to poles 30cm alternate A.Supported on a class B GI pipe 80 mm outer dia, 3.50 mtrs hight (min. effective hight 1.90 mtrs) made of high intensity grade Micro Prismatic type IV sheeting, as per table 6.6. (v )65 cm *45 cm rectangular Chevoran Boards as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting including all incedental charges etc., complete. as per the specifications and as directed by the Engineer-In-Charge of the work.

Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resins 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 a.5.50 kg per Sqm 2.5 mm thick including all labour, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, loading & unloading, all lead and lift etc including all incedental charges ., complete as per the specifications and as directed by the Engineer-In-Charge of the work.

Providing, Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 as per drawings including all labour, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, loading & unloading, all lead and lift including all incedental charges etc., complete as per the specifications and as directed by the Engineer-In-Charge of the work.

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including all labour, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, loading & unloading, all lead and lift including all incedental charges etc., complete as per the specifications and as directed by the Engineer-In-Charge of the work.

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade, Hindi letters ( Matras commas and the like not to be measured and paid for. Half letter shall be counted as half ) including all labour, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, loading & unloading, all lead and lift etc., complete as per the specifications and as directed by the Engineer-In-Charge of the work.

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade,(ii) English and Roman letters (Hyphens and the like not to be measured and paid for) including all labour, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, loading & unloading, all lead and lift including all incedental charges etc., complete as per the specifications and as directed by the Engineer-In-Charge of the work.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead including all labour, hire charges of all machineries including all incedental charges etc., complete as per the specifications and as directed by the Engineer-In-Charge of the work.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts, labour, spreading including all incedental charges etc., complete. (Depth upto 3 m)(P-16, I-3.13 (i) B of NHSR-2018-19)

Providing and laying Plain cement concrete 1:3:6 mix with Granite / Basalt / Trap crushed stone aggregate 40 mm nominal size, clean seived approved fine agrigate or double washed crushed metal sand, mechanically mixed in concrete mixer, placed in foundation and compacted by vibrator, curing for 14 days, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead, lift, transporting including all incedental charges etc., complete as per the specifications and as directed by the Engineer-In-Charge of the work.

Providing & laying Reinforced Cement Concrete M 20 for solid slab superstructure using granite / trap / basalt aggregates using 20mm and downsize and clean sieved approved fine agrigate or double washed crushed metal sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces including all incedental charges etc., complete (excluding cost of steel and fabrication charges) as per the specifications and as directed by the Engineer-In-Charge of the work.

Providing & laying Reinforced Cement Concrete M 25 for solid slab superstructure using granite / trap / basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces including all incedental charges etc., complete (excluding cost of steel and fabrication charges) as per the specifications and as directed by the Engineer-In-Charge of the work.

Providing T.M.T. Steel bar reinforcement conforming to IS-1786, designation as per table 1000-3 including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tying, lapping and /or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour, lifts including all incedental charges etc., complete including the lead for steel. FE-500 steel as per the specifications and as directed by the Engineer-In-Charge of the work.

Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm outer dia PVC pipe, at 2Kg / Sqm , fixing in position using adhesive with necessary collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawing including cost of all materials, labour, transporation,lead, lift, loading, unloading including all incedental charges etc., complete as per the specifications and as directed by the Engineer-In-Charge of the work.

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 including all incedental charges etc complete..B.Sandy material with all lead complete as per the specifications and as directed by the Engineer-In-Charge of the work.

Providing and laying Pitching on Slopes with backing laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing, including cost of all materials, labour, loading, unloading, lead and lift, transporting including all incedental charges etc., complete as per the specifications and as directed by the Engineer-In-Charge of the work.

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant including cost & conveyance of all materials, labour, fixing in position, including all lead & lift loading, unloading, transporting, mechinory including all incedental charges complete as per drawing as per the specifications and as directed by the Engineer-In-Charge of the work.

Providing Drainage Spouts using 100mm dia G.I. Pipe one metre long & (260 x 260) mm M.S.grating as per drawing, fabricating, fixing in position, painting with anti-corrosive/bituminous paint, including cost of all materials, labour, lead, lifts including all incedental charges etc., complete as per the specifications and as directed by the Engineer-In-Charge of the work.

RAYEEGOWDA CONSTRUCTION COMPANY