Construction of 1x6 meter span RCC minor access road and protective work in place of nala near sammy mata mandit to mathura chubey ahiranpurwa road in Gonda district

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 and backfilling with approved material.

PCC M-15 Grade leveling course below Foundation and approach slab complete as per drawing and Technical specification

Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M-30 Foundation

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Substructure/Superstructure complete as per drawing and technical specifications.Foundation

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Construction of embankment with approved material obtained form borrow pits with a lift upto 1.5 m transporting to stite spreading, grading to required slope and compacting meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as Technical Specification Clause 301.5

Construction of granular sub-base by provding well graded material, sppreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with 2 % cement (OPC) with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification Clause 401

Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing, rolling with smooth sheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification clause 405. including 4% cement (OPC) & its mixing with rotavater.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

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 8-10 tonne capacity, finished to required level and grades to be followed by seal coat of either Type-C as per Technical Specification Clause.511

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

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

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