Tender For Road Improvement Work From Nh-09 To Dabarsi Village. - S/L Of Stone Ballast 45To 63 Mm Size With Stacking For Measurment Etc All Complete As Per The Direction Of Engineer In-Charge . As Per Pwd Sor 2020 Rmr 2 S/L Of Stone Ballast 22.4 To 53 M, Ghaziabad-Uttar Pradesh

Tender For Road Improvement Work From Nh-09 To Dabarsi Village. - S/L of stone ballast 45to 63 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR 2 S/L of stone ballast 22.4 to 53 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR 3 Supply of screening material with stacking for measurmentetc all complete as per the direction of engineer in-charge .AS PER PWD SOR 2020 RMR 4 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 5 Providing and applying tack coat with bitumen VG - 10 grade using bitumen pressure distributor at the rate of .30 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 6 Providing and laying dense graded bituminousmacdam with HMP producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,T&P,taxes , labour cess etc. complete. 7 Providing and layingbituminous concrete with HMP crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,T&P,taxes , labour cess etc. complete. 8 S/L Hot applied Thermo Plastic compound 2.5 mm thickincluding reflectorising glass beads @ 250 gms per sqm area thick ness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. the finished surface to be level uniform and free from streak and holes. rates all including of all taxes royality vat etc all t & p /machine material and lobour required for proper complition of work. 9 Brick on Edge Pavement with Staright Over Burnt brick on parties with bricks,laid dry joints filled with fine sand including preparation of base to proper slope, and its ramming, spreading layer of 1cm. (3/8) depth of local sand over the subgrade and including supply of all materials, labour Tools & Plant Etc. requiredfor Proper Completion of Work AS PER SOR 20.07 SCHEDULE ITEM NO. 763

INR 12920 /-

INR 2.14 Crore /-

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