Repair and protective works on the approach road and additional approach road Bahadurganj side of the 3X16.75 meter span bridge over the Chauka River located between Turkauli and Bahadurganj in Development Block Sartaganj District Barabanki

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

Providing concrete for plain/reinforced concrete (1:3:6) in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203

Providing and laying reinforced (M30) cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all ifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 3002 with lead upto 1000 m as per Technical Specification Clause 303.1.

Dismantling stone pitching/ dry stone spalls, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification Clause 1302

Providing and laying pitching on (Relaying Pitching on slopes) slopes laid over prepared filter media as per drawing and technical specification Clause 1302

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification Clause 1302 (Pitching boulder stone weighing not less than 40 kg)

Brick masonry work in cement mortar (1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203

Providing concrete for plain/reinforced concrete (PCC Grade M20) in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. (DSR 5.22.1)

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm (DSR 13.48.1)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Three wheel Static roller 8-10 tonnes in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specification clause 405

Brick edging on both side of road of 1st class brick 8 cm. (3") wide and 12 cm. (4.5) 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 work material.(SOR)

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical specifications Clause 502

Providing and applying tack coat with Bitumen VG-10 using at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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 a seal coat of either Type c as per technical Specication 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.

Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. (Lko SOR Chat. 26 Si No. 27 MoRTH - 810 (8.23))

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