C/O Link road Pandal to Jokhati Nerli Baayi Ram Nath Kaushal House to Dev Raja Mandir km 0/00 to 0/800 (SH C/o V-Shape drain 0/000 to 0//100,C/O R/wall at 0/450 to 0/470, P/L G-I ,G-II and Interlocking Tile at Rd 0/050 to 0/100)(under DMFT/PMKKY)PMK/

Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtr, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil up to 3 mtr depth including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

providing and laying cement concrete 1:4:8 (one cement,four sand ,eight graded crushed stone aggregate 40mm (forty millimeter) Nominal size ) and curing complete including mechanically mixing and vibrating excluding cost of frrm work including carriage of material with in all lead and as per the direction and entire satisfaction of Engineer-in charge.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clause 802,804,805,806 ,807,1202 and 1204 (1:3:6) ( 1cement:3 coarse sand : 6coarse aggregate 20 mm nominal size) including carriage of labour,material and equipments with in all leads and lifts as per the direction and entire satisfaction of Engineer-in charge.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment,wing wall, return wall to the full hieght compacted to firm condition all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of material with in all lead and as per the direction and entire satisfaction of Engineer-in charge.

Preparation of sub grade by dressing to camber ( work)for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD Specifi. stacks as per instruction of Engineer- in- charge including carriage of material with in all lead and lift as per entire satisfaction of Engineer- in- charge

Consolidation of sub-grade with road roller including ,making good the undulation etc. with earth or quarry soil etc, and re-rolling the sub-grade completed as per HP.PWD Specifications stacks as per instruction of Engineer- in- charge including carriage of material with in all lead and lift as per entire satisfaction of Engineer- in- charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting binding materials to the required density Grading -I as per Technical Specification Clause 405 by mechnical means including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting binding materials to the required density Grading -II as per Technical Specification Clause 405 by mechnical means including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges.

Providing and laying concrete block (IS I make only) Pavement having thickness 80 mm as per drawing and Technical Specification Clause 1504 stacks as per instruction of Engineer- in- charge including carriage of material with in all lead and lift as per entire satisfaction of Engineer- in- charge