Matelling and Tarring Phyal Rampuri via Matholi road km. 0/00 to 5/200

Amount

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing ,removal of stumps and other deleterious materials and disposal of surplus excavated earth upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials and disposing of unserviceable material, disposed earth to be levelled and neatly dressed as per MORD Specification and as per the direction of Engineer-In- Charge

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203 PCC grade M-10 Nominal mix( 1:3:6) as per MORD Specification as per direction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bond macadom specification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80/100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required dencity grading-II as per technical specification clause 405by manual means completed as per H.P.P.W.D. specifications..

Providing laying spreading and compacting by mechanical means crushed stone aggregates of specific size 53mm to 22.4mm ( fifty three to Twenty two point four milimimete) to water bound macadam specification including spreading in uniform thickness, hand packed, rolling with three wheel 80-100 KN. (Kilo Newton) static roller in stages to proper grade and camber, applying and brooming stone screening Type B 11.2mm Eieven point two milimetre) binding materials to fill- up the interstices coarse aggregate, watering and compacting to the required density grading-III as per MORD Technical Specification. including carriage of materials with in all leads, and lifts and others incedental complete as per the direction of Engineer - in -Charge:.

Providing and applying primer coat with bituman emulsion (SS-I) on prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer at the rate of 0.85 kg ( Zero point eighty five killogramme) per square meter using mechanical means as per MORD Technical Specification Clause 502 (five hundred two) including carriage of materials with in all leads, and lifts and others incedental complete as per the direction of Engineer - in -Charge

Providing and applying tack coat with bitumen (RS-I) using emulsion distributor at the rate of 0.275 ( Zero point two seven five) kilogram per square metre on the prepared granular surfaces treated with primer and clean with hydraulic broom as per MORD specifications Clause 503( Five hundred three) including carriage of materials with in all leads, and lifts and others incedental complete as per the direction of Engineer - in -Charge:.

Providing laying and rolling by mechanical means of open graded premix carpet 20mm (Twenty millimeters) compacted thickness composed of 13.20 mm to 5.6 mm ( Thirteen point Two millimeters to Five point six millimeters) cruhed stone aggregate at the rate 0.27 cum ( Zero point two seven) Cubic meter mixed with 14.6 kg ( Forteen point six kilogram) per 10 sqm (Ten Squaremeter) Penetration grade bitumen VG - ( viscostin grad ten) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggregate in a suitable hot mix plant 30/40 ( Thrity/ forty) tonne per hour capacity transporting mixed material and laying with paver finisher and rolling with a three wheel 80-100 kN ( (Eighty to one hundred kilo newton) static roller capacity, finished to required level and grades to be followed seal coat of Type -B - as per MORD Technical Specification Clause 508 .including carriage of materials with in all leads, and lifts and others incedental complete as per the direction of Engineer - in -Charge

Providing, and laying by mechanical mean Type -B seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.8 Kg.( Six point eight killogramme) penetration grade bitumen VG-10 (Viscostin grade ten) mixed with 0.06 cum (Zero point zero six) cum crushed sand 2.36mm to 180 micron ( Two point thrity six milimetre to one hundred) per 10 sqm. Premixed in a suitable hotmix plant 30/40 ( thrity /forty ) tonne per hour capacity, transporting and rolling complete eith a three wheel 80-100 KN. static road roller as per MORD Technical Specification Clause 508.. including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Manish Mohan Sharma

JAI PRAKASH SHARMA

Deepak Sharma