Construction of link road from NH-07 to Kishankot Bangran Jagiri Ram Basti in G.P. Ajoli km. 0/0 to 0/120 (SH-C/O 5/7mtr. wide road, Providing laying stone aggregate of size G-I and C/o V-shape side drain both side in km. 0/0 to 0/120). Under MMGSY.

Amount

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50 mtrs.(one point five zero metres)tansporting to site, spreading, grading to the required loope and compacting to meet requirement jof tables 300.1 and 300.2 with a lead upto 1000 mtr(one thousand metres)as per technical specification clause 301.5, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Preparation of sub grade by dressing to comber for the cutting involved for sub grade to be paid for separately depending upto the classifaction of soil complete as per HP P.W.D specification, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

consolidation of sub grade with road roller including making good the undulation etc. with earth quarry soil etc and rerolling the sub grade complete as per HP P.W.D specification, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge..

Providing, laying, spreading and compacting stone aggregate of spcific sizes to water bound macadam specification including spreading in uniform thickness, handpacking, roling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density grading-I as per technical specification clause 405 by manual means including haulage of materials with in all leads, lifts and carriage of materials and as per the dirction of Engineer-in-charge.

Earthwork in excavation for structures 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 m,(fifty metre) dressing of sides and bottom and backfilling in trenches with excavated suitable material. including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Providing and laying cement concrete 1:3:6 (one cement : three sand : Six graded stone aggregate 40mm.(forty milimetres) nominl size) and curing complete excluding cost of form work in foundation and plinth, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Basti Ram

RAKESH KUMAR

Avinash