CC ROAD

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work. including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD/MORTH

Earth work excavation for structures as per drawing and technical specificaions clause 305.1 including settin out, construction of shoring and bracing, removal 2 of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material as per Technical Specification 305 MORD/304 MORTH

Providing concrete for plain/reinforced concrete (M10) in open foundations using 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation 3 and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For Keywalls

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Specification Clause 406 MORD/MORTH for finished item of work.

Supply and placing Poly Sheet (separation membrane of impermeable sheeting) 5 125 Micron thick under CC Pavement slab including cost of conveyance etc. complete, including over head and contractors profit etc complete

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 1) 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

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