DRAIN CUM ROAD NARA VARI STREET

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.

Earthwork in excavation for structures 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

Sand filling of foundatin trenches as per drawing and techinical specification in clause 305.3.9. MORD & 304 MORTH

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.

Providing concrete for plain concrete (M15) using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation 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 MORTHDrain Bed

Providing concrete for plain concrete (M15) using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation 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. (Drain walls)

Providing concrete for M10 plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation 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. including cost and conveyance of all materails, labour charges, seigniorage charges etc. complete as per ss

Vibrated cement concrete M30 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 1500, 1700, 2100 & 2702 (4th Revision) and as directed by the Engineer-in-Charge for cc Pavement.

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 as per MORTH specification No. 602

Supply and placing poly sheet (Separation Membracne of impermable sheeting) 125 Micron thick under CC Pavement slab including cost of conveyance etc complete including over head and contractors profit etc complete

Carting away the surplus excavated earth from the work site with a lead of 2.00 Km beyond initial lead including loading, unloading and conveyance but exclding stacking charges etc., complete.