WIDENING AND STRENGTHENING WORK IN AONLA USAITA ROAD(O.D.R.) IN CHAINAGE 0.000 TO 5.810 IN DISTT. BAREILLY FIN. YEAR 2025-26(WITH 05 YEARS MAINTENANCE)

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes and removing of tree roots (which was left after cutting of tree) in widening portion, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m Clause 301. including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.) table no. 301-3.6.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Carted Earth Work 2.00 Km )

Construction of embankment with approved material obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.)

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table no. 401-4.1

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Clause 401 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table no. 401-4.14.

Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. Table no. 502-5.1.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table no. 505-5.4.

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Table no 503-5.2.