Sharda barrage banbasa se nepal rashtye ki antrarasthye seema tak nepal channel ke km. 0.000 se km. 1.100 tak sadak ke navinikaran ka karye

Amount

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead (by mechanical means) including all cost of materials, labour, T&P etc. required for proper completion of work as directed by Engineer-in-charge.

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 80-100 kN static roller 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 (with 22.4 - 53 mm size st. ballast) as per Technical Specification Clause 405.

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 rate of 0.70 Kg/Sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with Bitumen VG-10 using Bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular 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 by manual means with VG-10 grade bitumen 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.

Brick edging on both sides of the road of M-150 bricks including labour and supply of. Bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed Engineer-in-Charge .

Road marking with Hot Applied Thermoplastic Compound with Glass Beads on Bituminous Surface. Providing and Laying of hot applied thermoplastic 2.5 mm thick reflectonsing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015. The finished surface to be level, uniform and from streaks and holes.

Earth work in embankment by power transported earth with all lead, lift, including excavation, loading, unloading manual compaction, dressing and all lifts complete excluding royalty will be applicable from time to time on Govt. orders. for side patri of the road.

Providing and Fixing of typical Irrigation canal informatory sign board size (0.60x0.90) on MS plate of 1.60 mm thickness duly welded with MS flat iron 35mmX 5mm size on bock on edges. With MS angle iron frame of 35X35X5 mm embedded in cement concrete M-15 grade block of 300X300X600 mm below ground level. lettering and printing logo etc. will be painted with ready mixed synthetic enamel paint of approved quality in required shade and colour all skeletons of framed post and plate will be painted with primer and two coats epoxy paint including supply of material labour T&P etc required for proper completion of work.

PURNAGIRI CONSTRUCTION CO. PVT. LTD.

M/S OM BALA JEE CONSTRUCTION