Periodical renewal on link road to village Misserwala from NH-07 km. 0/0 to 1/0. (SH- Repair of pot holes with Penetration Macadam and 30mm bituminous concrete in km. 0/0 to 0/990 and C/O road side V-shape drain in various RDs). Under AMP.

Amount

Providing and laying Bitumen Penetration Macadam withhard stone aggregate of quality, size and grading asspecified, with bitumen of suitable penetration grade,including required key aggregate as specified, spreadingcoarse aggregate with the help of self propelled/ tippertail mounted aggregate spreader and applying bitumenby a pressure distributor and then spreading keyaggregate with the help of aggregate spreadercomplete, including consolidation with road roller ofminimum 8 to 10(eight to ten) tonne capacity to achieve specified values of compaction and surface accuracy :For 50mm compacted thickness usingcoarse aggregate of size 50-20 mm(fifty to twenty milimetres) graded@ 0.60 cum per 10 sqm(at the rate of zero point six zero cubic metre per ten square metre) key aggregate ofsize 12.5 mm (twelve point five milimetres) graded @ 0.15 cum per 10 sqm.(at the rate of zero point one five cubic metre per ten square metre) With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.(at the rate of fifty kilograms per ten square metres),including all leads, lifts and carriage of materials, as per the entire satisfacation of Engineer-in-charge.

Providing and applying tack coat (using prime coat)using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications . On W.B.M. @ 0.75 Kg / sqm.(at the rate of zero point seven five kilograms per square metre), including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and applying tack coat (using prime coat)using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications . bituminous surface @ 0.50 Kg / sqm.(at the rate of zero point five zero kilograms per square metre),including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and laying 30 mm.(thirty milimetres) thick bitumenious concrete with 100-120 TPH batch type hot mix plant producing an average out put of 75(seventy five) tonnes per hours using crushed aggregate of specified grading, premixed with bitumenous binder@ 5.40 to 5.6(five point four zero to five point six ) percent of mix and filler , transporting the hot mix to nwork site, laying with a hydraulic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tendom rollers to achieve the desired compaction as per MORTH spefication clause No. 509 complete in all respects, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm(thirty centimetre) in depth, 1.5 m(one point five metre) in width as well as 10 sqm(ten square metre) on plan) including getting out and disposal of excavated earth any lead and lifts, including all leads,lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and laying in position cement concrete ofspecified grade excluding the cost of centering andshuttering - All work up to plinth level1:3:6 (one Cement : three coarse sand : six graded stone aggregate 20mm.(twenty milimetre)nominal size), including all leads, llifts and carriage of materials, as per the entire satisfaction of Engineer-in-Charge.

Providing and laying in position cement concrete ofspecified grade excluding the cost of centering andshuttering - All work up to plinth level 1:2:4 (one Cement : two coarse sand: four graded stone aggregate 40 mm(forty milimetres) nominal size), including all leads, lift and carriage of materials, as per the entire satisfacation of Engineer-in-charge.

75 mm thick filling for pitching including suppiying of required materials and consolidation etc .complete with stone aggregate 40 mm nominal size (ADD 45 % on HPSR 2009), including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and laying non-pressure NP2 class (light duty)R.C.C. pipes with collars jointed with stiff mixture ofcement mortar in the proportion of 1:2 (one cement : two fine sand) including testing of joints etc. complete 900 mm(nine hundred millimeteres) dia. R.C.C. pipe, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

M/S Sharma Enterpirses