Janpad Deoria me Maharajaganj Baniyaanee km 2 se Tara sara sampark marg ka navanirmaan ka 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)

Granular Sub-base with Well Graded Material (Table 400-1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader / tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401.(Excluding GST)

Cement Treated Sub Base (2% Cement OPC) Providing,laying and spreading material on a prepared Sub grade adding cement @ 2% by wet to the spread material manually mixing in place Rotavator and compacting with the road roller at OMC to achieve the desired unconfined Compressive strength and to form a Layer of Sub Base as per Technical specification clause 405. (Excluding GST)

Cement Treated Base (4% Cement OPC) Providing,laying and spreading material on a prepared Sub Base, cement @ 4% by wet to the spread material manually mixing in place Rotavator and compacting with the road roller at OMC to achieve the desired unconfined Compressive strength and to form a Layer of Base. as per Technical specification clause 405.(Excluding GST)

Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 including cost of bitumen (VG-10).(Excluding GST)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508 including cost of bitumen.(Excluding GST)

Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510 including cost of bitumen(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)

Layig (40mm SSB)Bedding on well compacted sand,moorum or approved granular material as per Clause 1105(ii) ..(Excluding GST)