Periodical Renewal Junction improvement and Footpath improvement etc for Mandya Town from Km 256 500 to Km 264 900 on NH 275 Bantwal Bangalore section Bypassed stretches

Amount

Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 grade paving bitumen (80/100 grade bitumen ) complying with IS.73 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, 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 On black topped surface at 2.0kg/10 sqm .

Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type hot mix plat using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG 40 grade paving bitumen as per clause 504.3.1 complying with IS 73-2013 of specified grading, premixed with bituminous binder at 4.50% by weight of total mix and filler, transporting the hot mix at work site,laying with Hydraustatic Paver Finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled, vibratory and tandem roller, to achieve the desired compaction as per MORTH specification clause no.507, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work .50-75mm compacted thickness

Providing and laying Bituminous Concrete with higher capacity batch type hot mix plat using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG 40 grade paving bitumen as per clause 504.3.1 complying with IS 73-2013 of specified grading, premixed with bituminous binder at 5.40% of mix filler, transporting the hot mix at work site,laying with Hydraustatic Paver Finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled, vibratory and tandem roller, to achieve the desired compaction as per MORTH specification clause no.507, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting with all lead for mixed material and all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work (Compacted thickness). Using 100-120 TPH Batch Mix , Grading-2 with (30-40 mm compacted thickness) Using VG-40 grade Paving Bitumen (As per Job Mix)

Clearing and Grubbing Road Land 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 by (tractor) 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, hire charges of all machineries etc., complete. (for new roads) (ii)A By Mechanical Means - In area of light jungle (NHSOR Bangalore Circle 2018-19, P.No.4-5, It.No.2.03 ,II,A.)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm 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., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation)

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials, labour, loading, unloading, lead, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Painting the road surface using approved quality Thermo Plastic material (homogeniously composed of aggregates, pigment, resings and glass reflectorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of mentioned area 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 etc. with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work A) 5.50 Kg /sqm 2.50 mm thick

Painting the road surface using approved quality Thermo Plastic material (homogeniously composed of aggregates, pigment, resings and glass reflectorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of mentioned area 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 etc. with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work C) 5.50 Kg /sqm 10.00mm thick

Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres including all lead, lifts, all labour, hire charges of all machineries etc., complete.and as per the direction of the Engineer-In-Charge for successful completion of work A) Mechanical means using Hydraulic excavator

Clearing Grass and Removal of RubbishClearing grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area. and as per the direction of the Engineer-In-Charge for successful completion of work By Manual Means.

Solar blinkers as per the direction of the Engineer-In-Charge for successful completion of work

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012.and as per the direction of the Engineer-In-Charge for successful completion of work . (a) 90cm equilateral triangle

(b) 60cm circular

(C) 90cm high octagon

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 and the drawings, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete.and as per the direction of the Engineer-In-Charge for successful completion of work .

Directional and Place identification Signs with size more than 0.90 sqm Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing as per the direction of the Engineer-In-Charge for successful completion of work .

Maintenance of flowering plants and shrubs in central verge for 3 Months including watering,spreading manure, pesticide treatement, replacing damaged plant shrubs, including cost of all labour, meterial, lead, lift, hire charges of machineries, transportaion with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm 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., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) as per the direction of the Engineer-In-Charge for successful completion of work

Earthwork excavation in road work in soil by hydraulic excavator including cutting and loading in tippers,trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with all lead and lifts up to 1000 mts including all labour, hire charges of all machineries etc., complete.as per the direction of the Engineer-In-Charge for successful completion of work

Providing, laying, spreading and compacting stone aggregates of specific sizes as per Table 400-12 & 400-13 toWet mix macadam specification including premixing the material with water aith OMC in mecanical mix plant carriage of mixed material by tipper to site laying in uniform layer in sub base /base cource on well prepares surface and compacting with vibratory roller to achive the desired density of 98% including protection of edges of WMM layer , lighting, guarding, barricading, maintenance of diversion road, cost of all materials, labour, hire charges of machinery, loading & unloading, all lead and lift etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work (Compacted Thickness) B. Laying using Grader

Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, cost of all materials, labour, hire charges of machinery, loading & unloading, all lead and lift etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work

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 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.including all labour, usage charges of all machinery etc., complete. (for new roads)

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately including all labour, hire charges of all machineries etc., complete. Bituminous courses - By Mechanical Means. cost of all materials, labour, hire charges of machinery, loading & unloading, all lead and lift etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work .

Construction of Embankment with Material obtained from Borrow pits,Construction of embankment with approved material obtained from borrow pits laid in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, consolidation by roller to the desired field density not less than 95% of maximum dry density including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., complete as per table 300-2.all lead and lift etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work .

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm 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., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation)all lead and lift etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work .

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., completeas per the direction of the Engineer-In-Charge for successful completion of work .

Prime Coat Providing and applying primer coat with SS1 bitumen emulsion complying IS-8887 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per table-500-3, including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, loading & unloading all lead, lifts etc., completeas per the direction of the Engineer-In-Charge for successful completion of work .

Tack Coat - on granular surfaceProviding and applying tack coat with bitumen emulsion(RS1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work .

Dense Graded Bituminous MacadamProviding and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, except lead for bitumen, - 50-75 mm compacted thickness. loading & unloading etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work .

Bituminous Concrete Grading II Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 5.4 per cent of mix and filler at 2% by weight of agregate, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, 30-40 mm compacted thickness.as per the direction of the Engineer-In-Charge for successful completion of work .

Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50mm thick in PCC M-20 grade, sloped towards the kerb, kerb stones with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409, including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading transporting etc., complete. Using concrete Batching and Mixing plant ..as per the direction of the Engineer-In-Charge for successful completion of work (a).PCC M 15 Kerb Stone

(b) PCC M 20 Kerb Stone

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. .as per the direction of the Engineer-In-Charge for successful completion of work.

Solar Powered Road Marker ( Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete.as per the direction of the Engineer-In-Charge for successful completion of work.

Providing Land scaping .as per the direction of the Engineer-In-Charge for successful completion of work.

Street Lightings Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 10 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation including pointing & finishing, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. (i) For Fixing in Median - 2 lightsas per the direction of the Engineer-In-Charge for successful completion of work.

Dismantling of Kerb Stone Dismantling kerb stone and disposal of dismantled material with all lifts and up to a lead of 1000 metre including all labour, usage charges of all machinery etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.

Excavation for Structures 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 and backfilling with approved material, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete.as per the direction of the Engineer-In-Charge for successful completion of work.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications, including formwork, centering, curing, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportation stacking charges, finished exposed faces etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.

Providing and fixing hand rail of approved size by welding etc., to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-incharge

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge

Construction of median above road level with approved material brought from borrow pits, spread, sloped, graded and compacted by plate compactor, including cost of all materials, labour, hire charges of machinery, loading, unloading with all lead and lift etc., complete with lead of gravel upto 1km, (Compacted Thickness) complete as per specifications and as per directions of the Engineer-incharge

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 and backfilling with approved material, including all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. Ordinary soil - Mechanical Means (Depth upto 3 m) ( P. No. 130, I. No. 9.01 I- B (i) of NH SR 2022-23)

Providing & laying Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compated by vibration including curing,including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. as per specifications and as per directions of the Engineer-incharge

Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. as per specifications and as per directions of the Engineer-incharge

Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete as per specifications. as per specifications and as per directions of the Engineer-incharge

SML CONSTRUCTIONS

S L V CONSTRUCTIONS

Ganapathi Stone Crushers Pvt Ltd

GOVINDEGOWDA AND SONS

STG INFRASYS PRIVATE LIMITED

ANNAPOORNESHWARI CONSTRUCTION

SRI CHOWDESHWARI CONCRETE INDIA PRIVATE LIMITED

SRI MARUTHI CONSTRUCTIONS

Bidder Name

GOVINDEGOWDA AND SONS

SRI MARUTHI CONSTRUCTIONS

ANNAPOORNESHWARI CONSTRUCTION

SRI CHOWDESHWARI CONCRETE INDIA PRIVATE LIMITED

V T DINESH KUMAR

Ganapathi Stone Crushers Pvt Ltd

S L V CONSTRUCTIONS

STG INFRASYS PRIVATE LIMITED

SML CONSTRUCTIONS