Subsidary hardoi shakha nahar ke vayein bank ke km. 16.630 se km. 19.285 evam km. 19.300 se km. 21.300 ke madhye ththa dayein bank ke km. 19.300 se km. 20.300 ke madhye nahar patri par sadak 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 upto 1km (by mechanical means) including supply of material labour T&P etc required for proper completion of work..

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 MORD Clause 405.

Brick edging on both sides of the road of first class 8 cm (3") wide and 12 cm. 41/2 deep laide with mud mortar including labour and supply of. Bricks finished to requied template and proper alligment and including dressing and ramming the excavated earth as direction Engineer-in-Charge .

Brick soling with brick laid on edge straight over burnt dry bricks including prepration of sub-grade and filling joints with local Sand, including cost of all material, labour and T&P etc. required for proper completions of the work.

Providing and applying primer coat with Bitumen emulsion (SS0-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70-1.0Kg/Sqm using mechanical means as per Technical Specification MORD Clause 502.

Providing and applying tack coat with Bitumen VG-10 using Bitumen distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification MORD 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 using viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less then 200 tonnes/ hour, laying and rolling with a smooth wheeled roller finished to required level and grades. as per Technical Specification MORTH Clause 510.

Providing and laying of premix sand seal coat by HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.75 mm size and penetation bitumen suitable grade. as per Technical Specification MORTH Clause 511.

Road marking with hot applied thermoplastic Compound 2.5 mm thick with reflectorising glass beads on bituminous Surface including supply of material labour T&P etc required for proper completion of work.

Extra for dowla dressing including supply of material labour T&P etc required for proper completion of work.

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 frome of 35X35X5 mm enbedded 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 qualitiy in required shade and colour all skeltons 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.

PATHAK INFRACON PRIVATE LIMITED

M/S OM BALA JEE CONSTRUCTION