Urauli Vidyalaya Se Dhanuhan Dera Ki aor Damarikaran Ka Karya.

Construction of Embankment with approved material obtain from borrow pits with a lift up to 1.50m, transporting to site spreading grading to required slop and compecting to meet requirement of table 300.1 and 300.2 with a lead up to 1000m as per technical specification class 301.5

Construction of Granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieved the desired density, complete as per clause 401

Providing, laying, spreading and compacting stone aggregates of specific sizes (45-63MM) 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 crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the requiered denisty G-2 as per TSC 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 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 required density G-3 as per T.S clause 405

P/A Primer coat with bitumin emulsion (SS-1) on prepaired sarface of granular bed including cleaning of road sarface and spraying prime coat the rate of 0.70-1.00 kg/sqm using mechanical means as per T.S.C. 502.

Providing and applying Tack coat with RS-1 @ 0.275 kg per sqm on the prepared bituminous surface cleaned with as per Technical Specification Clause 503.

Providing laying rolling of Open graded premix carpet of 20 MM thickness composed of 13.2MM & 11.2 MM size Kabrai stone grit @ 1.8 Cum & 0.9 Cum respectively per 100 Sqm area and premixing in suitable plant with Bitumen grade VG-10 @ 92 Kg per 100 Sqm area for 13.2 mm grit & @ 54 Kg/100 Sqm area for 11.2mm grit,laying & rolling with a smooth wheeled 8-10 ton capacity roller finished to required level & slope also including cost of material labour T&P etc including hire & POL of road roller etc. complete as per directed by E/I

Providing and laying Seal coat type C with 6.7mm Kabrai stone grit & Bitumen grade VG-10 , including heating grit and bitumen in a suitable plant premixing with bitumen, laying on bituminous surface laid to the specified level grade & cross fall as per detailed PWD specification,Grit to be used @ 0.90 cum/100Sqm area and Bitumen @ 65 Kg/100Sqm.

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 Technical Specification Clause 303.1. in Patri

Brick edging both side of road of brick class M-150 8 cm wide and 12 cm deep laid with mud mortar including labour and supply of brick including all complete of as per SI No. 765.