C/o Link road Sawarghat Nand to village Jukhari km 0/0 to 1/700

Amount

Preparation fof sub grade by dressing to camber (Earth work involved for cutting for sub grade to be paid for separately depending upon the classifications of soil complete as per HPPWD specifications including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

Construction of sub grade with road roller including making good the undulation etc. with earth or quarry dust etc. and rerolling the sub grade with road roller complete. including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of Grading -1 90 to 63mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stage 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 as per Technical Specification Clause 405 including carriage of materials with in all leads and lifts 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 roller 80-100 kn in stage 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 as per Technical Specification Clause 405 By Mechnical means including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge. WBM G-II

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, consolidation of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtrs., dressing of sides and bottom and backfilling in trenches with excavated suitable material. -upto 3.00 mtrs. depth. including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

Providing and Laying cement concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 &1203.(1:5:10) within all lead and lift as per the direction of the Engineer-in-charge

Providing weep holes in brick/stone/pain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structure with slope of 1 (v);20 (H) towards drawing face complete as per drawing and work with 100mm dia PVC pipe technical specification clause.614, 709, 1204,3.7. within all lead and lift as per the direction of the Engineer-in-charge

Back filling behind the abutment, wing wall and return wall as per drawing and technical specification clause 1204.3.8 chapter 12.14. Granular material. within all lead and lift as per the direction of the Engineer-in-charge.

Construction of unlined surface drain of average cross -section area 0.40Sqm in soil to specified lines ,grades, levels and dimension . Excavated material to be used in embankment with lift up to 3.00 mtr and lead of 50 mtr as per Technical specification clause 307. , including loading un-loading and carriage by all means with in all leads and lifts and as per entire satisfaction of Engineer-in-charge.

Sukhdev Singh Govt. Contractor

JASWINDER KUMAR

AMANDEEP KALIA GOVT. CONTRACTOR

jaswinder singh rana

Ankit GargGovt. Contractor

SHYAM LAL GOVT CONTRACTOR

HEM RAJ THAKUR

ASHISH THAKUR

rehana

Hardeep Singh Bedi