C/o Link road Nalagarh Bawasni to Harizan Basti Jabal Taprian in km 0/0 to 3/500 (SH- ROFD C/o 900mm dia hume pipe culvert in km 0/0 to 1/00) (Under SCCP, MMGPY Deposit)

Amount

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 by all means and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentials.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803, 1202& 1203 P.C.C. Grade M 10 (1-3-6), including carriage by all means and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentials.

Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 including hauling of material in all leads lift as per the entire satisfaction and direction of Engineer-in charge.

Providing and laying reinforced cement concrete pipe NP-2 for culverts on first class bedding of granular materials in single row including fixing colour with cement mortar 1:2 but excluding excavation protection work and parapets clause 1106. 900 mm dia, including carriage by all means and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentials.

Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1, including carriage by all means and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentials.

Preparation of sub grade by dressing to camber (earth work for cutting involved for sub grade to be paid for separately depending upon the classification of soli completed as per HP.PWD specification, including carriage by all means and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentials.

Consolidation of sub grade with road roller including making good the undulation etc. with earth of quarry soil etc. and rerolling the sub grade completed as per H.P.PWD specifications, including carriage by all means and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentials.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.By machnical Means, including carriage by all means and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentials.

KAMAL KRISHAN (Govt Contractor)