General Funds

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 1 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 etc.,complete as Directed by the Departmental Authroties. (Manual)

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 2 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 etc., complete as Directed by the Departmental Authroties. (Mechanical)

Providing concrete for plain/reinforced concrete (M10) in open foundations using 20 mm 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.

Providing concrete for plain/reinforced concrete (M15) 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 of MORTH (FOR DRAIN BED)

Collection and spreading of Sand including cost and conveyance of all 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 metal with concrete mixture including cost and conveyance of all materials, labour charges, machine mixing charges, curing charges etc., complete as per S.S.

Providing concrete for plain/reinforced concrete (M15) in open foundations using 20 mm nominal size Graded hard stone aggregate, 7 mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH (FOR DRAIN WALLS)

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 8 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 9 slab including cost of conveyance etc. complete, including over head and contractors profit etc complet

Supply of Bitumenicous hot sealling compound (Grade A S 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 intervall/for expansion joints/ for longitudinall joints Os per MORTH soncification No. 602

Carting away the surplus excavated eath from the work sitte with a lead of 2.00 Km beyond initial lead including loading, unicading and conveyance but exciiding stacking charges etc. complete