Construction work of 18.00 meter wide road in front of AK Children Society in Rajnagar Extension.

Road Earthwork in cutting or in embankment in ordinary soil, excavation to be done from regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm layer including ramming and dressing the surface to required levels and slopes and also including 1.5M lifts and 30M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 1/2 M distance as directed by the Engineer-in-charges and disposal of earh beyond 8 Km SOR-2022.

Mechanical compaction of earth to achieve 95 % proctors density including arrangement of water settlement and all T & P charges including roller and its fuel charges DSR 2023/ITEM NO-16.20

Construction of Granular Sub-Base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixsing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, as per MORTH specification clause No. 401 complete in all respects. (A.R)

Providing, laying spreading and compaction wet mix macadam (W.M.M) specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed materials by tipper to site laying in uniform layers with paver in sub-base /base cours on well preparsd surface and compacting with vibratory roller to achieve the desired density as per MORTH specification clause 406 Complete in all respects. (A.R)

Providing and applying Premer Coat with bitumen 80/100 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per MoRTH specification clause No. 502 complete in all respects. (A.R)

Providing and applying tack Coat 0.30 kg/sqm with bitumen 80/100 using emulsion pressure on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRTH specification clause No. 503 complete in all respects. (A.R)

Brick edging on both side of the road of M-150 bricks 7 cm. wide, 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Egineer-in-charge. DSR 2023/16.80

Providing and laying compacted dence graded bitumenous mecadam on prepared surface with 100-120 tonnes per hour batch type Hot mix plant producing an average ouput of 75 MT per hour using 4.25% bitumen and crushed agregated of speccified grading-II(19 mm Nominal Size), transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and aligment,rolling with smooth wheeled vibratory (8-10 tonnes) roller for initial brake down rolling finish rolling by smooth wheeled tondom roller (8-10 tonnes ) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper competion of the work as per clause 504 of MOSRT & H specification sand as per direction of the Engineer in charge (A.R.)

Providing and laying compacted bitumenous concrete with 100-120 tonnes per hour batch type Hot mix plant producing an average ouput of 75 MT per hour using crushed agregated of speccified grading-I premixed with 60/70 bitumenous binder @ 5.00 % by weight of total mix and hydrated lime @ 2% by weight of total mix, transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and aligment, rolling with smooth wheeled vibratory (8-10 tonnes ) roller for intial brake down rolling,k finish rolling by smooth wheeled tondom roller (8-10 tonnes ) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 509 of MOSRT & H specification sand as per direction of the Engineer in charge. (A.R.)

Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR 16.62/2014

Reflective Raised Pavement Markers (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body ofRPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses contatning 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 D788 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 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm 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 adhesive on the exposed surfaces of the markers shall be immediately 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 required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.