Tender For Repair Work Of Dhanepur Datauli Road To Dasakpurwa Gainpurwa Kashipurwa Rattirampurwa Via Mungrail Mandir Road Ke Km 1 Me 6 Mtr Laghu Setu - 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. 2 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 with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. 3 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. 4 Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M30 for Foundation 5 Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M30 for Sub Struture 6 Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M30 for Super Structure 7 Supplying, Fitting and Placing un-coated HYSD bar Reinforcementin Foundation/Substructure/Superstructure completeas per drawing and technical specifications. For Foundation 8 Supplying, Fitting and Placing un-coated HYSD bar Reinforcementin Foundation/Substructure/Superstructure completeas per drawing and technical specifications. For Sub Struture 9 Supplying, Fitting and Placing un-coated HYSD bar Reinforcementin Foundation/Substructure/Superstructure completeas per drawing and technical specifications. For Super Structure 10 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 11 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 12 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 13 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification 14 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 compactingmeet requirement ofTables 300.1 and 300.2 with a lead upto 1000 m as Technical Specification Clause 301.5 15 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 with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. 16 Providing, laying, spreading and compacting stone aggregates of 45-63mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming,screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 17 Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 18 Brick edging on both side of theS.O.B. brick 8 cm. (3) wide and 12 cm. (4 1/2) deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour T & P sudries required for proper completion of the work as per S.O.R. 2014 S.I. No. 765 19 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 20 Providing and applying tack coat with V.G.-10 Bitumen usingdistributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 21 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 22 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 23 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
