Janpad Deoria me Gram Akathiya urf Matiyare to jaya singh paswan ke khet se ram sevak vadauria k akathiya khas tola tak marg ka navanirman kary

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (Excluding GST).

(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Speicification Clause 401(Excluding GST).

Cement treated Sub Base (2% Cement OPC) Providing,laying and spreding material on a prepared Sub grade adding cement @ 2% by wet to the spred material manually mixing in aplace Rotavator and compcting with the road roller at OMC to achive the desired unconfined Compressive strength and to form a Layer of Sub Base(Excluding GST).

Cement Treated Base (4% Cement OPC) Providing,laying and spreding material on a prepared Sub Base, cement @ 4% by wet to the spread material manually mixing in place Rotavator and compcting with the road roller at OMC to achive the desired unconfined Compressive strength and to form a Layer of Base.. (Excluding GST).

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous granular surface cleaned with mechanical broom. (Excluding GST).

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to 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 80-100 kN static rollar capacity, finished to required level and grades to be fallowed by seal coat ase per technical specification clause 508. (Excluding GST).

Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (Including all taxes required and hire charges of road roller & including Cost of bitumen ) (Excluding GST).

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 (Excluding GST).

Excavation of Foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up 30meter and including filling, watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches. (Excluding Royality) as per S.I. No. 251.(Excluding GST).

Plain cement concrete M10(1:3:6 nominal mix) in levelling course below open foundation of head wall as per drawing and technical specification clause 1109.. (Excluding GST).