Patching of Potholes Jungle Clearance Rectification of damaged shoulders Removal of Unserviceable Soil from Km 601 800 to 605 100 selected reaches and junction improvements at Bannimantapa in Kirangoor Village of NH 150A Jevargi Chamrajanagara S

Amount

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. 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 504, compacting, trimming and finishing the surface to form a smooth continuous surface, including all lead, lift , loading , unloading and other all incidental charges etc. complete and as per the direction of the Engineer-In-Charge for successful completion of work. ii) Grading-II 13mm (Nominal size)

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 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.(for new roads), including all lead, lift , loading , unloading and other all incidental charges etc. complete and as per the direction of the Engineer-In-Charge for successful completion of work. (ii) A. In area of light jungle - By Mechanical Means using Dozer"

Surface Drains in Soil(New) 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 emnbankment including all lead, lift , loading , unloading and other all incidental charges etc. complete and as per the direction of the Engineer-In-Charge for successful completion of work. A. Mechnical Means

Maintenance of Earth shoulders(stripping excess soil) Stripping excess soil from the shpulders surface to achieve the approved level and compavting with plate compactor including all lead, lift , loading , unloading and other all incidental charges etc. complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Excavation for Structures Earthwork in excavation of foundation of structures as per darwing 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 lead, lift , loading , unloading and other all incidental charges etc. complete and as per the direction of the Engineer-In-Charge for successful completion of work. Ordinalry Soil by Manual means

Compacting Original Ground supporting sub grade Loosening, leveling and compacting orginial ground supporting enbankment to facilitate placement of first layer of embankment , scarified mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density for subgrade construction including cost of all lead, lift , loading , unloading and other all incidental charges etc. complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-12 & 400-13, to wet mix macadam specification including pre mixing the material with water at OMC in mechnanical mic plant carriageway of mixed materials by tipper to site, laying in uniform layers in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift etc., complete with lead of mixed material with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work. (Compacted Thickness) B. By using Motor Grader

Provding and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and cousre sand for manufacture of blocks of approved size, shape and colout with a minimum compressive strngth of 281 kg per m2 over 50mm thick sand bed( average thickness) and compacting with plate vibrator having 3 tons compaction fprce thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labours . usage of machineries all lead, lift , loading , unloading and other all incidental charges etc. complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Direction and Place Identification Signs upto 0.9sqm Size board: Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminimum sheeting,2mm thick or alumininum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 X 35X 3mm angle mounted on a mild steel circular pipe 65NB 3.20 mm thick, 3.60 mtrs height , firmly fixed to the ground my 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. as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete including cost all materials, labour, hire charges of machenery, lead, lift, 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.

Retro -Reflectorised Traffic Signs: Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of CLASS-B Type IV retro reflective sheeting fixed over 2mm 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 25X 3mm Angle mounted on a mild steel circular pipe 65NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2mm 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, as per clauses including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. 60cm Circular

Road Marking with Hot Applied Thermoplastic Compound with reflectorising Glass Bedas on Bituminouis 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 barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting & with all other incidental charges etc., complete and 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 refelctive 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 udst and water ingress according to IP 65 standards and should withstand temperatures in the range of 0C to 70C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1Hz. There should be current losses of less than 20 microamperes at 2.4V in sleep charging mode to enhance the life ofthe marker and a full charge should provide a minimum autonomy of 50 hours. The height, width and length of the marker shall be not be less than 10mmX100mmX100mm. Also, the surface diameter of the marker shall not be less than 100mm respectively. The weight of the marker shall not exceed 0.5Kg. 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-In-Charge , including cost of all materials all labour, lead, lifts, loading , unloading trasnporting etc. complete

NAGARAJA N M

Bidder Name

PIER INFRASTRUCTURE

NAGARAJA N M