Construction of 75.00 mtr. wide peripheral road and sewer line between Sector- 7 and 8, YEIDA WC-03

Clearing grass and removal of the rubbish up to a distance of 50 m Outside the periphery of the area cleared. (Based UP PWD SOR 2020)

Construction of embankment with material approved material obtained from pits with all lift and leads,transporting to site spreading ,grading to required slope and compacting to meet required of table 300-2 upto 10 km Morth-305. Lead up to 10 Km.

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 with lead upto 50 metres. SOR 20/16.1/p-263

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25, MORTH-401

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. MORTH-406

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres: With FPS bricks of class designation 150, DAR-2020 /16.7.1

Cement concrete with 4cm gauge approved stone 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. UPPWD SOR /281/P-17

Brick work with FPS bricks of class designation 150 in foundation and plinth in: Cement mortar 1:4 (1 cement, : 4 coarse sand) UPPWD/SOR-2020/305(a)

12mm cement plaster of mix:, 1:6 (1 cement : 6 coarse sand), DAR-20/ 13.4.2Based on UPPWD/SOR-2020

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). DAR-2020 / 16.69