Strengthening of Road from Eidgah Road to Shivgarhi, Hapur Bulandshahr Main Road to Ramgarhi Chauraha via Mohalla Majidpura and Maintenance of Park, Construction of Drain and Interlocking Work at Ambedkar Nagar Yojna No.-1 in District Hapur

Dismentalling of flexible pavements and disposal of dismentaled material upto a lead of 100m, stacking of servicable and unservicable materials separately as per technical specification as per Technical Specification Clause 202.

Providing, laying, spreading and compacting graded stone aggregate of size 45mm to 22.4mm @30% 22.4mm to 2.36mm @ 40% and 2.36 to 75 micron @ 30% to wet mix macadam 10cm loose compacted to 7.50cm, 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 bivratory roller to achieve the desired density (MORT&H) S.I. No. 406) page No. 110.

Providing and applying primer coat with bitumen (VG-10) using bitumen on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.45 kg/sqm using mechanical means.

Providing and laying 50mm thick Dense Graded bituminous macadam (VG-30) with 100-120 TPH hot mix plant producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.00-4.50% of mix and filler, transported to site, laid over a previously prepared surface with paver finisher to the required garde, level and alignment and lorred as per clauses 507 to achieve the desired compaction. S.No.5.6 MORT&H(Page-132) SI.No.507 As per IRC-37, 2018, CBR-7% and 5 MSA.

Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.35Kg per sqm. On the prepared bituminous granular surface cleaned with mechanical broom (S.No. 5.2 Page No. 124) S.I. No. 503

Providing and laying 25mm thick bituminous concrete (CRMB-55) with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40-5.60% 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 MORT&H specifications Clause 509 complete in all respects. As per IRC-37, 2018, CBR-7% and 10 MSA.

Providing & laying hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads &250 gm/sqm Area thickness of 2.5mm is exclusive of surface applied glass beads as per I.R.C.35. The finish surface to be level, uniform and free from streaks and holes, composition of thermoplastic material shall be as per table 800-3 of clause 803 of MORT&H including cost of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer-in-charge. (SI.No.3 Chapter-06 SOR-2025)

Reflecitive Raised Pavement Markers (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with made of plastic body of RPM/Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. Thre Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses contaning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D799 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10mm and shall not exceed 20mm & amp; width shall not exceed 130mm. The base of the marker shall be flat within 1.3mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be the Engineer, at his own cost. The rate shall include all materials, labour, T&amp, P, transportaion, installation and incidentals all complete as per direction of the Engineer-in-Charge. [Cat Eye spacing 3.00mtr along central line of road]

Supply and laying of 80 mm thick precast cement concrete I Shape paver block with top layer of minimum 5mm thickness having plan dimension 200x(160+120mm) of O.P. Cement, Smooth high gloss finish, Skid resisrant manufactured from rubber moulds through vibro-compression mechanism including levelling and dressing pf surface upto required level and slopes over 30 mm thick bed bed and filling joints with fine sand including cost of fine sand. The compressive strength of concrete paver block shall not be less than 30MPA (M-30) and weight 4.5 Kg per No. specification confirming to IS: 15658-2006 including cost of material, labour, T&P etc required for proper completion of the work as directed by Engineer-in-charge. (AR)

Excavation in foundation in ordinary soil (Loam, clay or sand ) including lift upto 1.50 m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal os surplus earth as directed by the Engineer-in-charge upto a distance of 30 m from the foundation trenches.(s.No. 401 SOR-22)