VIKAS KHAND CHUMUHA KE GRAM AGARYALA MAIN AGARYALA SE JANGAWALI MARG KA ABSHESH BHAG PAR SADAK NIRMAN KARYA

Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 (15.12 iii)

Construction of embankment with approved material Obtained from Borrow Pits with a lift Upto 1.5m,trasporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 Mtr. as per Technical Specification Clause 301.5 (with Cartage of 3.0 KM)

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with Tractor mount 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-2specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 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-2 as per Technical Specification Clause 405.

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 wheel 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.

Brick edging on both side of road with first class brick 8 cm. (3") wide 12 cm. (4.50") deep laid with mud mortor including all materials, labour, T & P etc. complete. As per PWD SOR SI. No. 765 On Edges

Providing and applying Prime Coat (Low porosity) with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 Sr. No. 5.1 MORD 502 (Qty.Same As WBM-3) (Ch.5.1( i ))

Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.Sr. No. 5.2 (ii) MORD 503 (Ch.5.2( ii ))

Providing laying and rolling of Open-graded premix surfacing of 20 mm compacted thickness composed of 13.20 mm to 11.20 mm sizes of aggregates mix Ratio 2:1 either using pnetration grade bitumen or emulsion to the 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 smooth wheeled roller 80-100 KN capacity, and finishing to required level as per Technical Specification clause 508.