WARD 18 PD NAGAR ME DR. MAJUMDAR KE BAGAL WALI GALI ME RP SINGH H.NO. 505 KE GHAR SE DHARMENDRA KUMAR H.NO. 287 KE GHAR TAK AND INDRA PRAKASH DIXIT, ANIL KUMAR, DR. VISHNU NARAYAN, YAGYA PRAKASH DIXIT WALI GALI ME AND MO. NIRALA NAGAR ME NEERAJ NIGAM

construction of granunar subbase by providing well graded material, spreading in uniform layer with motor grader on prepaired surface, mixing by mix in place method with rotavator OMC and compacting with smooth wheel roller to achieved the desire density complete as per technical specification clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes 63-45mm size 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density.

Tack Coat (i) Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30-0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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.

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A.

Construction of Subgrade and Earthen Shoulders 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.

Applying thermoplastik compound 2.5mm thick including reflect rising glass beads @ 250 gm per sqm incl all complete

M-150 BrickWork in @ 1:4 Cement & C. Snd mortar incl. all comp.

12mm Thick Cement Plaster in @ 1:4 Cement & C.sand Mortar incl. all comp.