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Tender For Wdg. / Stg. Of G.T. Road Doraha To Rampur Katana Sahib. - Excavation in Soil (any type) using HydraulicExcavator CK90 with hydraulic excavator of 0.9cum bucket capacity including cutting,trimming bottom and side slopes, in accordance with requirements of lines,grades and crosssections, including all lifts and combined lead upto 30m. 2 Dismantling stone pitching or soling 3 Dismantling Brick Edging 4 Credit of Material 5 Credit of Bricks 6 Compaction of earthwork & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer,rough dressing of soil, final dressing of earth to give level, camber,watering,rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) 7 Relaying of recovered material obtained from dismantling of road crust as Construction of granular sub-base 8 Construction of granular sub-base by providing coarse graded material grading-I, 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 of MORT&H specifications 9 Providing and laying of Brick on end edging 10 Making 50 mm x 50 mm Furrows - Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meters lead complete as per technical (Full surface area will be measured for payment) 11 Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications 12 Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications 13 Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications 14 Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rateof 0.40kgper sqmon the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications 15 Providing and laying bituminous macadam 50mm to 75mm thick with Continuous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, laid over a previously prepared surface with paver finisher Mechanical to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications 16 Open - Graded Premix Surfacing 20mm thickness Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications 17 Providing and laying of premix sand seal coat premixed in batch type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68kg per sqm, carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 513 of MORT&H specifications 18 Construction of shoulders with earth work obtained from excavation of roadway including spreading, grading to required slope an compacting to meet requirement as per clause 3003 of MORT&H specifications. 19 Road Marking with Thermo plastic Compound Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications 20 Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 complete 21 Ordinary Kilometer Stone 22 Boundary Pillar 23 Videography 24 Add extra cost of Cultural Cess @ 1%
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