Improvements from km 300 650 to km 303 200 304 380 to 306 180 in from KM 318 80 to 320 400 in from km 324 480 to 327 050 km 329 300 to 330 200 from km 333 650 to 350 650 from km 335 840 to 345 900 on NH 948 NH 209 of D B sectio

Amount

Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with VG 10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying 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 .

Dense Graded Bituminous Macadam Grading -II 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, complete in all respects 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 compacted thickness (Grading-2) with minimum of 4.50% Bitumen.(As per Job Mix) . NOTE :- Protection of DGBM layer is as per Clause 504.5 of MORTH Specification for roads and bridges , 5th revision .

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-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @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, 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 Grading-2 with 5.4% Bitumen( as per job mix)30mm compacted thickness Using VG-30 grade Paving Bitumen

Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. including cost of all materials, labour, hire charges of machinery, loading, unloading stacking, Cost of material & labour charges with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work .

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

Thermo Plastic Paint 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 iincluding cost of all materials all labour, lead, lifts, loading, unloading transporting 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

Thermo Plastic Paint 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 iincluding cost of all materials all labour, lead, lifts, loading, unloading transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work) C) 10 mm thick

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 loading & unloading, all lead and lift with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work

KSRB 14.6-2 : 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 sqm 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,including loading & unloading, all lead and lift with all other incidental charges etc., complete.as per the direction of the Engineer-In-Charge for successful completion of work .

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 ,including loading & unloading, all lead and lift with all other incidental charges etc., complete.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 made of Class-C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.90 mtrs),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, including curing, cost of all materials all labour, lead, lifts, loading, unloading 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 (i) 90 cm equilateral triangle.

(ii) 60 cm Circulr.

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 including loading & unloading, all lead and lift with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work

SRI CHOWDESHWARI CONCRETE INDIA PRIVATE LIMITED (BID ID -3169564)

Ganapathi Stone Crushers Pvt Ltd (BID ID -3170535)

Ashoka S (BID ID -3171538)

RAMESH KUMAR KOTHARI (BID ID -3171740)

SHRI SENTHUR VELAN INFRAS INDIA PVT LTD (BID ID -3171603)

KRISHNA S (BID ID -3170703)

Selliamman Constructions Private Limited (BID ID -3171836)

Bidder Name

KRISHNA S

RAMESH KUMAR KOTHARI

Selliamman Constructions Private Limited

Ashoka S

SRI CHOWDESHWARI CONCRETE INDIA PRIVATE LIMITED

Ganapathi Stone Crushers Pvt Ltd

SML CONSTRUCTIONS

SHRI SENTHUR VELAN INFRAS INDIA PVT LTD