A R and M O to Shimla Kunihar Ramshehar Nalagarh road K M 60 500 to 83 00

Amount

Providing ,Laying,Spreading and Compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug mill) carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80-100 kN weight to achieve the desired density including lighting barricading and maintenance of diversion etc as per tabl 400.11 & 400.12 and techanical specification clause 406. including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.including carriage of material within all lead and lifts as per direction of Engineer-In –Charge.

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 -1.20 kg /per sqm using mechaon the prepared and hungry bituminous cleaned with Hydraulic broomnical means as per Technical Specification Clause 502.including carriage of material within all lead and lifts as per direction of Engineer-In –Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared and hungry bituminous cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying Bituminous Concrete with 100-120 TPH batch type hot mix plant providing of 75 tonne per hours using crushed aggregate of specified grading premixed with bituminous binder @ 5.4 to 5.6 percent of mixer and fillers, transporting the hot mix to work site laying with hydrostatic paver finisher with cencer control to the required grade , level and alignment, rolling with smooth wheeler, vibrating and fonder roller to achieve the desired compection as per MORTH specification clause-509 complete in all respect ( 25 mm. thick) including carriage of material within all lead and lifts as per direction of Engineer-In –Charge.

Excavation for Structures :- Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out construction of shoring and bracing , removal of stump and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable materials. Ordinary Soil up to 3.00 meter depth. Chapter 11.1 (1)including carriage of material within all lead and lifts as per direction of Engineer-In –Charge.

Providing and laying of Hot applied thermoplastic compound 2.5 mm thick and 0.10 mtr wide strips in center line/edge line and 0.30 mtr wide zebra crossing including reffecting glass beads@ 250 gms per square mtr area and thickness 2.50 mm in exclusive of surface applied glass beadsas per IRC:35 in accordance of ministry of road transport specification and IRC code . The finished surface to be levelled uniform and free from stacks and holes including carrage of all labour equipments to various location through all modes of transportation in all leads and lifts and all incidental charges.including carriage of material within all lead and lifts as per direction of Engineer-In –Charge.

Gurmeet Singh