L022-RD road to Tamalsasan_Road_BUSG,PMC and Seal and RCC Retaining wall 40 mtr.0.000 to 0.480 0.600 to 0.640

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.

Labour for scraping cleaning the road surface applying tack coat using 3.0 of bitumen for 10 sqm and laying 37.5 mm thick built up spray grouting in one layer using 0.45 cum of 25mm to 40mm size H.G. metal and 12.00 kg of bitumen for 10 sqm with 0.12 cum of 12 mm size H.G. chips as key stone for 10 sqm spreading and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with P R R including hire and running charges of P R R and all other machineries etc complete.

Providing and applying tack coat using bitumen of 60/70 grade @ 0.2kg per sqm on the prepared bitumenous surface cleaning with hydraulic brooms including cost of all materials, labour , T&P etc. complete as per the specification and direction of the Engineer-in-Charge.

Providing and laying 20mm thick Open Graded Premix Carpet using 0.27cum of 13.20mm to 5.6mm size C.B.H.G. stone chipping using mini Hot mix Plant over prepared surface using a total quantity of 14.6 kgs of 60/70 penetration grade Bitumen per 10.0Sqm and compacting with 8 -10T power road roller including hire & running charges of PRR, HMP, bitumen boiler & other T&P, cost conveyance royality & taxes of all materials,labour charges for cleaning the surface spreading laying and cambering premix carpet for finished item of work etc.complete as per the specification and direction of the Engineer-in-Charge.

Providing & laying 6mm thick pre-coated seal coat type-B using 0.06cum of 6.7mm size C.B.H.G.chips as per sieve analysis & 6.8kg of 60/70 grade bitumen per 10sqm including hire and running charges of PRR, Hot mix plant, tar boiler & all other T&P articles including cost, conveyance, royalty, taxes of all materials etc. complete as per specification and direction of the Engineer-in-Charge.

Earthwork in excavation for foundation of structures in all hard soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.

Filling foundation and plinth with sand well watered and rammed with cost carriage royalty etc. etc.and as per the direction of the Engineer-in-Charge.

C.C.(1:3:6) in foundation and plinth with 4cm. size h.g. metal including cost carriage etc complete. conveyance, royality , taxes of all materials required for the work, running and hire charges of machineries and all T & P required for the work, labour charges for the work complete in all respect as per the specification and direction of the Engineer-in-charge.

Cement concrete [1:2½:5 ] with 40mm down graded size h.g. chips including watering curing compacting centering shuttering with cost carriage royalty etc. complete.. specification for Rural roads and as per the direction of the Engineer-in-Charge.

Providing weep hole on the back of abutment and wing wall of size 8mm x 23mm including metal and spall backing in rear including cost of centering,shuttering etc complete.