Construction of 100 mtr. wide road Between sector 18 and 20 from ch. 3.68km. to 5.22km. for connecting to RPS-09 Pocket 9B in YEIDA.WC-01

ROAD WORK: Clearing grass and removal of the rubbish up to a distance of 50m Outside the periphery of the area cleared. Based on UPPWD SOR-2020/2.32 DAR

Earthwork in rough excavation banking excavation eath in layers not exceeding 20 cm in depth breaking clods watering rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads flood banks marginal banks and guide banks or filling up ground depressions.

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 UPPWD SOR-2020/1 6.2

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity 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 UPPWD SOR-2020/1 6.1

Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- I Material Based on Morth/A.R./UPPWD/SOR/2020

Wet Mix Macadam laying Using Mechanical Paver (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 Morth/A.R./UPPWD/SOR/2020

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 UP PWD SOR-2020/16.7.1

Providing and applying primer 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. (VG-10) UPPWD SOR 2020/AR/YEIDA

Providing and applying Tack coat on prepared surface with bitumen VG 10 in boiler and spraying tack coat with spray set fitted on bitumen boiler including clearing , preparing the existing road surface as per specification on granular Base such as W.B.M. and W.M.M. surface not bitumen primed with 2.5 Kg Of bitumen for 10 sqm. Based on UP PWD SOR-2020/AR/YEIDA

Providing, laying and rolling of close-graded premix surfacing material of 25 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.25 mm thick. Based on UP PWD SOR-2020/AR/YEIDA