Construction of Minor bridge 9x5x5 m span and approach road on Atena Bridge to Premi Nagla rural road affected flood-prone area under Dataganj Vidhansabha of District Budaun

Construction of embankment with approved material obtained from borrow pits with atti ifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 3001.2 with a lead upto 1000m as per Tecnical Specification Clause 301.5

Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with attl ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Tecnical Specification Clause 303.1

Providing laying and spreding material, on a prepared sub grade adding cement (OPC) 2% by weight of the spread material manualy mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressing strength and to from a layer of Sub base, complete as per Technical Specificatin Clause 401.

Providing laying and spreding material, on a prepared sub base cement (OPC) 4% by weight of the spread material manualy mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressing strength and to from a layer of base, complete as per Technical Specificatin Clause 401.

Providing and applying tack coat with Bitumen VG-10 distributor at the rate of 0.30 kg per sqm on the prepared granular /Bituminus surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type as per Technical Specification Clause 508)

Providing and laying seal coat 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.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH 2504 Sr no. 16.05

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications MORTH 2503 Sr No. 16.01

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.