Construction of road from Kishanpura to Santoshgarh upto NH-72 Puruwala km 0/0 to 3/800 in Tehsil Paonta Sahib Distt. Sirmour H.P. (SH-C/O embankment, P/L C.C.1,3,6 in edge walls, GSB and wet mix macadam, RD 3/420 to 3/800) Under MNP.

Amount

Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.50mtrs transporting to site, spreading, grading to the required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5.including carriage of material within all leads, lifts and other incidentals complete as per direction and entire satisfaction of Engineer in charge.

Earth work in excavation in all kind of classification of soil in foundation of structures upto all depth/ height as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material and disposal of all surplus excavated earth in specified site including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing and laying concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate of 20mm nominal size) for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203 including carriage of materials with in all leads, lifts and other incidentals complete as per entire satisfaciton of the Engineer-in-Charge.

Providing weap holes in brick masonry/stone masonry/plain reniforced concrete abudment,wing wall,return wall,with 100mm dia PVC pipes extended to full width of structure with slope of 1(V):20(H) towards draining face as complete as per drawing and technicals specification clause 614,709,1204.3.7 including carriage of materials with in all leads, lifts and other incidentals complete as per entire satisfaciton of the Engineer-in-Charge.

Construction of granular sub base by providing well graded material spreading in uniform layers with tractor mount grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel rollar to achieve the desired density,complete as per technical specification clause 401 for grading I material including carriage of material within all leads, lifts and other incidentals complete as per direction and entire satisfaction of Engineer in charge.

Providing, laying , spreading and compacting graded stone aggregates to wet mix macadam specification including spreading the material with water at OMC in mechanical mixute(Pug mill) carriage of material by tipper to site, laying in uniform layer in sub base/base course on a well prepared sub base compacting with smooth wheel roller of 80-100KN weight to achieve the desired density including lighting,barricating and maintenance of diversion etc.as per table 400.11 and 400.12 and material specification claused 406 by mechanical means including haulage of material within all leads, lifts and other incidentals complete as per direction and entire satisfaction of Engineer in charge. (By Mechanical means)

TARIF ALI