CC ROAD ALWAR NGAR

Earthwork in excavation for roads 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, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD/304 MORTH.

Collection and spreading of Sand including cost and conveyance of all 3 materials to work site all labour charges and stacking to departmental guage etc., complete as per SS - for berms

Plain Cement concrete (1:4:8) using 40 mm HBG metal with concrete mixture including cost and convayance of all materials, labour charges, machine mixing charges, and curing charges etc., complete as per S.S.

Vibrated cement concrete M 30 grade design mix using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, ting, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification and as directed by the Engineer-in-Charge for C.C Pavement

Supply and placing Poly Sheet (separation membrane of impermeable sheeting) 125 Micron thick under CC Pavement slab including cost of conveyance etc. complete, including over head and contractors profit etc

Supply of 25 mm thick high performance, expansion joint filler board (SILFLEXCAPELL HD-100 or equivalent make), placing the same 25 mm below top of pavement slab, sealing with bituminous hot sealing compund (Grade 'A' ISI)/ polysulphide at 50 m interval in CC pavement including cost and conveyace of all materials and labour charges for placing in position for expansion joints conforming to MORTH specification. -1 Rmt of joint length I) 150 mm thick slab

Supply of Bitumenious hot sealing compound (Grade 'A' ISI) /polysulphide and sealing the joints including cost and conveyance of all material etc., including labour charges for placing in position for contraction joints at-4.50 M interval / for expansion joints/ for longitudinal joints Os per MORTH specification No. 602