Construction of Balance Work of Both Side Carriageway of 120 mtr. Wide Road (Ch. 0.130 km to Ch. 2.225 km) with Maintenance for Five Years in Sector-18, YEA. WC-01

Clearing grass and removal of the rubbish up to a distance of 50m outside the periphery of the area cleared.

Excavation of Earth in ordinary soil(loamely or sand) including lift upto 30m and including lift upto 1.50m and lead up to 30m and including filling watering and ramming of excavated earth into the space into the plinth and removal and desposal of surplus earth directed by by the Engineer in charge upto a distance of 30m UPPWD SOR-2020/251

Carriage of Earth/material by mechanical transport including loading, unloading and stacking. Earth (i) Lead upto 1.00km

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (Proctor density). UPPWD/SOR-2020/YEIDA/16.2

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the grade and disposal of surplus earh lead upto 50m.UPPWD/SOR-2020/YEIDA/16.1

Supply Good Earth work in rough excavation, banking excavaated earth 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, all leads as per (MOST/A.R./YEIDA) For all kind of soil.

Granular sub- base with coarse graded material (table:-400-1)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. MORTH AR/UPPWD/SOR-2020@YEIDA

Providing,Laying, Spreading & compcting 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 / bace course on well prepared surface & compacting with vibratory roller to achieved the desired density as per technical specification clause 406 of MORTH (AR)/YEIDA

Prime Coat:- Providing and applying primer coat With bitumen emulsion on prepared surface of grangular base including clearing of good surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.UPPWD/SOR-2020/YEIDA

Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface &cleaning with mechanical broom.On W.B.M/W.M.M. @ 0.25kg/sqmUPPWD/SOR-2020/YEIDA