tender for construction of two-lane road from pathak ka purwa (power house) to medical college. - cleaning and grubbing road land including uprooting rank vegitation grass, buses, shrubs, sapling and trees grit upto 300mm , removal of stumps of tree cutearliar and disposal of unserviceable material to be used or auction , upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness . 2 loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at omc and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction. 3 construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. 4 construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no. 300-2 5 construction of granular sub-base by providing closegraded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 6 providing, laying, spreading and compacting graded stone aggregate in layers wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 7 providing and applying primer coat with ss2 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70to 1.00 kg/sqm using mechanical means. 8 providing and laying dense graded bituminous macadam with higher capacity batch type hmp using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 505 complete in all respects. 9 providing and applying tack coat with bitumen (vg-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. 10 providing and laying bituminous concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder vg-30 @ 5.4% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 509 complete in all respects 11 earth work in excavation for foundation for structures complete as per drawing and technical specification. 12 sand filling in foundation and plinth i/c cost of material, loding, unloding, cartaige and all labour t&p etc. 13 cement concrete for plain concrete pcc m-15 grade in open foundation complete as per drawing and technical sperifications. 14 r.c.c. m25 grade in foundation as per drawing and technicalspecification. 15 r.c.c. m30 grade in superstructure as per drawing and technical specification. 16 supplying, fitting and placing un-coated mild steel reinforcement complete as per drawing and technical specification 17 providing and fixing weep holes in brick masonary / plain reinforced concreet abutment wingwall/ return wall with 100 mm dia. on ac pipe as per drawing and technical specification 18 providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. 19 providing and laying boulder appron on river bed for protection aginst scour with stone boulder weight nt less than 40.00 kg each complete as per drawing and tech. specification 20 p.c.c. m20 grade in wing wall of culvert as per technical drawing and specification.claus 21 providing & laying in cement concerete 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm.nominal size) and curing complete, including supply of all materials, labour and t&p etc. required for proper completion of work as per direction of e/i 22 class-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth i/c supply of all material, labour, curing and tools and plants etc. required for proper completion of the work. 23 struck pointing on brick work in 1:2 cement mortar (1 cement & 2 fine sand) including supply of all material, labour and t&p etc. required for proper completion of work 24 providing and laying of hume pipe dia 900mm i/c cartage 25 providing and laying of hume pipe dia 600mm i/c cartage 26 providing and laying of hume pipe dia 350mm i/c cartage 27 e/w in embankment in ordinary soil for cushion 28 plaster 15 mm thick in1:3 cement & coarse sand mortar 29 providing and laying of hot applied thermoplastic compound 2.50 mm thick in 100mm widh including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.50 mm is exclusive of surface applied glass beads as per irc:35. the finished surface to be level, uniform and free from streaks and holes. 30 the routine maintenance of above road work including earthen shoulder and bituminous pavement etc to the required standards and in the manner as defined in cb condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years. (including cost of material, t&p, labour but excluding gst) for 1st year maintenance cost @ 0.00%. 31 the routine maintenance of above road work including earthen shoulder and bituminous pavement etc to the required standards and in the manner as defined in cb condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years. (including cost of material, t&p, labour but excluding gst) for 2nd year maintenance cost @ 0.25%. 32 the routine maintenance of above road work including earthen shoulder and bituminous pavement etc to the required standards and in the manner as defined in cb condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years. (including cost of material, t&p, labour but excluding gst) for 3rd year maintenance cost @ 0.50%. 33 the routine maintenance of above road work including earthen shoulder and bituminous pavement etc to the required standards and in the manner as defined in cb condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years. (including cost of material, t&p, labour but excluding gst) for 4th year maintenance cost @ 0.75%. 34 the routine maintenance of above road work including earthen shoulder and bituminous pavement etc to the required standards and in the manner as defined in cb condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years. (including cost of material, t&p, labour but excluding gst) for 5th year maintenance cost @ 1.0%.