Reconstruction of road from Rajapathar Tiniali Bazar to Longsek Athoi Chariali

Amount

Clearing Grass and Removal of Rubbish ( clearing grasss and removal of rubbish upto a distance of 50m outside the periphery of the area.)

Scarifying existing bituminous surface to a depth of 150 and disposal of scarified material with in all lifts and lead up to3 m and lead up to 1000 metres.as per Technical Specification Clause 301.4

Construction of Embankment with Materials Obtained from Borrow Pits Construction of Embankment with Materials Obtained from Borrow Pits with a lead up to 1.50 m transporting to site ,spreading,to meet requirement of Table 3001 and 300.2 with a lead up to 1000 m as per Technical Specification Clase 301.5

Construction of Sub-grade and Earthen Shoulders Construction of of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 100 m as per Technical Specification Clause 303.1. (i) From private Land.

Repair to pot holes by removal of failed material, trimming the side to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75 mm B.M. appying bitumrn emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specification Clause 502 and 503

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 ad camber applying and booming , 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 404 (A) By manual means With Gr-III material

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (i) With Bitumen emulsion- CCS-1h

ii)Providingand applying Tack coat with bitumenemulsion (RS-1) using emulsion distributor @ 0.70-1.00 Kg/Sq m on prepared surface betuminous surface cleanedHydraulic broom as per Technical Specification Clause 503

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 50% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) 'E. Using cold mix Binder ( as per IRC:SP:100-2014) for Grading I ( 13 mm nominal size )

Dismentling of existing structures like culverts, bridges, retaining walls and other stucture comprising of masonry, cement concrete wood work and removing of all type of Hume pipes and stacking within a lead of 1000 m including earthwork and dismentling of masonry works as per Technical Specification Clause 202.

Construction of NP3 type H.P culvert of 10.00 m long in 1st. Class bedding, C.C. work in parapet wall ,cement plastering in the wall and earth cushioning etc. complete as directed .iii) 1000 mm dia Single Cvt.

M/S PHUDAP ENTERPRISE