C/O 100M wide road both side carriageway Road No. 05 (Part) from Ch. 0.33 km to 3.75 km along pocket-U, S, P, N and L, Sector-20, YEA. WC-02

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacting to meet requirement of table 300-2 up to 10 k.m. MORT&H-305 removal of rubbish up to a distance of 50M. Out side the periphery of area cleared. UPPWD SOR-2020/259

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including geting out and disposal of excavated earth lead upto 50 m and |lift upto 1.5 m, as directed by Engineer-in-charge.

Extra for compaction of earth work in embankment under |optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

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. UPPWD SOR-2020/ 16.1

Grangular Sub-BASE with Coarse Graded Material(400-1) A.Plant Mix Method construction of grnular 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 sursace and compacting with vibrator rollar to achieve the desired density,complete as per clause 401 for grade-I MATERIAL. (UPPWD/SOR-2020/AR/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 of 8 to 10 tonne capacity to achieved the desired density as per technical specification clause 406 . (UPPWD/SOR-2020/AR/YEIDA)

Providing and applying primer coat with VG-10 on prepared surface of granular base including clearing of road surface and spraying primer at the rate 0.70 kg/SQM using mechanical means. MORTH/502(UPPWD/SOR-2020)

Providing and applying tack coat using VG-10 conforming to IS: 8887, using pressure distributer including preparing the surface &cleaning with mechanical broom. On W.B.M / W.M.M. @ 0.25kg/sqm. Vg-10. (UPPWD/SOR-2020/AR/YEIDA)

Providing, Laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (Type-A) or 13.2mm to 0.09mm (Type-B) aggregates using penetration grade bitumen Crmb55 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. Mechanicals means using HMP of appropriate capacity not less than 75 tonnes/hour. UPPWD SOR-2020 CRMB 55

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With bricks of class designation 150 SOR-20/16.7.1