construction of 45.00mt wide road along pocket-5a, 5b and 5c ( point c to f ) insector-18, year 1 excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines , grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000 meter. morth 301 uppwd sor 2020 / 2.8.1 2 carriage of earth / material by mechanical transport including loading, unloading and stacking.earth ( i ) lead upto 1.00 km.based on up pwd sor 2020 3 eaarth work in rough excavation .banking excaveted earth in layers not exceeding 20cm in depth breacking clods , watering rolling each layerswith 1 / 2 tonnes rolleror wooden or steel rammer and rolling every 3rd and top most layerwith power roller of minimum 8 tonne and dresiing up in embankment for roads .flood banks , marginals banks and guide banksor filling up ground depression all lead as per ( most / ar / uppwd sor 2020 ) all leads 4 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density ( proctor density ) . based on up pwd sor 2020 / dar-18 / 16.2 / p-271 5 a. plant mix method construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at omc, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-i material. up pwd sor 2020 / morth 401 / gsb 6 wet mix macadam providing, laying, spreading and compacting graded stone aggregate to 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.based on up pwd sor 2020 / morth 406 / wmm 7 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. based on up pwd sor-2020 / dar-18 / 16.1 8 providing & applying tack coat with bituman vg 10usingpressure distributor the rate of 0.25 kg. / sqm on the prepared bituminous / granular surface cleaned with mechanical broom. ( ar ) 9 providing and applying primer coal with bitumen emulsion 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.semi-dense bituminous concrete 10 providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm ( type-a ) or 13.2 mm to 0.09 mm ( type-b ) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. 25mm thick ar / yeida. 11 brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. with f.p.s. bricks of class designation 150 .based on uppwd sor-2020 / dar -18 / 16.7.1 12 cement concrete with 4cm gauge approvedstone ballast coarse sand & cement in the proportion of 8:4:1, including supply of all material , labour , tools, plants etc required for :proper completion of the work. based on uppwd sor 2020 13 m150 brickwork in 1:4 one cement & four coarse sand of 2.2 f.m. mortar in foundation and plinth including supply of all material , labour and t&p etc required for proper completion of the work .based on uppwd sor 2020 14 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand ) based on dsr -18 / 13.4.2 15 providing and laying at or near ground level factory made kerb stone of m-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement: 3 coarse sand ) including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5mm ) including making drainage opening wherever required complete etc. as per direction of engineer-in-charge ( length of finished kerb edging shall be measured for payment ) . ( precast c.c. kerb stone shall be approved by engineer-in-charge ) based on .dsr 18 / 16.69