Kasab from Galla Mandi Square in Pt. Deendayal Upadhyay Nagar Construction of pitch road fromMahal Trimuhani (Transformer) to Ram Mandir GT Road

Providing and laying of granular sub base by providing well graded material,spreading in uniform layers with motor grader on prepared surface,mixing with mix in place method with rotavator at OMC and campacting with vibratr roller to achieve desired density complete as per technical specification clause 401 (rate analysis attach)

Providing, laying, spreading and compacting graded stone aggregates to Wet Mixed Macadam (WMM) specification including primixing the material with water at OMC in mechanical mixer (Pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base\ course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading and maintenanceof diversions etc. as per table 400.11 & 400.12 and techanical specifications clause 406.(Analysis Attached)

Providing and laying prime coat with bitumen emulsion on prepared WBM/existing surface. [Approved Rates]

Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor controll to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MORTH Specification clause No. 505 complete in all respect. [Analysis]

Providing and laying Bituminous Concrete with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 5.4 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor controll to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MORTH Specification clause No. 507 complete in all respect. [Analysis]

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250 gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC :35-2015 The finished surface to be level, uniform and free from straks and holes. [SOR LKO-MoRTH-803(8.13)]

Reflective Raised Pavement Markers (Road Studs/Cat Eye).Supply and fixing of reflective raised pavement marker with its body surface made of tought ASA(Acrylic styrene Acrylonitrite) or HIPS (Hi-impact Plyshyrene) of acrylonitrite buladiens styrenc (ABS). The marer shall supporfed a load of 1335 kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens face Retro reflecting surface shall preferably be 35± 5° to base and area of each retro reflecting surface shall not be less than 13.0 sqcm road studs shall be legibly marked with name trade mark or other means of identification of the manufactuer. Dimensions of road studs should not be less than 100mm x 100mm x 10mm. RPM (without shank) as per ASTM, RPM(with shank) as per ASTM. [PWD SOR LKO-MoRTH-804(8.35)-Suggestive]