R.R Damages on Old HT Road Tapri to Kanam Km 0.0 to 24.720. SH. C.O Solid Cause way at RD 22.395 to 22.405

Earth work in excavation in foundation structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete within all leads, lifts carriage of material and other incidentials.

Providing and laying cement concrete 1:4:8 (One cement : four sand : eight graded stone aggregate 25mm (Twenty Five millimetre) nominal size) and curing complete including cost of form work in retaining walls/breast walls, as per drawing and technical specification clause 802, 803, 1202 & 1203 as per HPPWD specification within all leads and lifts and as per the direction of Engineer-in-charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. Plain cement concrete 1:1.5:3 (one cement: one and half sand: three graded/crushed stone aggregate 20mm (Twenty millimetre) nominal hand mix curing complete within all leads, lifts carriage of material and other incidentials. including entire carriage of materials in all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals The rates are inclusive of octroi, royalty, malkana. toll tax, sale tax, GST or other taxes imposed by the Government.

Supplying, fitting and placingTMT bar reinforcement in superstucture complete as per drawings and technical specifications Clauses 1000 and 1202 and carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Back filling behind Retaining wall with granular material complete as per drawing and M.O.R.D. technical specification clause 1204.3.8. Including carriage of material within all lead and lifts and other incidentals.

Construction of embankment with approved material obtained from borrow pits within all leads and lifts , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5 and as per the entire satisfaction and direction of Engineer-in-charge.

Stone soling properly hand packed filling interstices with kharanja stone and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etcetra complete as per HP.PWD. specification. 100mm (one hundred millimetre) spread thickness (finished work including materials and labour) including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.