Road safety work on Bhimapar Uchauri Road Uchori From Bihariganj Dagra via Karampur National Stadium

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. without lead.

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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

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.

Providing and applying primer coat with bitumen slow setting emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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.

Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg. Per sqm on the prepared the bituminious / granular surface cleaned with mechanical broom.

Bituminous Concrete-Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average out of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent or mix and mier uransporing the not mis to work site laying with a hydrostatic paver finisher with sensor contorl to the required grade, level and alignment rolling with smooth wheeled vibratory and tandem rollers to achive the desired comkpaction as per MORTH specifiaction clause No.509 complete in all lrespects

P/L hot applied thermoplastic compund 2.5 mm thick including reflectionsing glass beads @ 250 gms per sqm area thickness of 2.5 mm is exculusive of suraface applied gllass beads as per IRC:35 the finished surface to be level uniform and free from

P/L hot applied thermoplastic compund 5.0 mm thick including reflectionsing glass beads @ 500 gms per sqm area thickness of 5.0 mm is exculusive of suraface applied gllass beads as per IRC:35 the finished surface to be level uniform and free from

Direction of Place identification sign with size more than 0.9 sqm size board providing & irecting direction & place identification reflectorised sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over alluminium sheeting 2 mmthick area exceeding 0.90 Sqm supported on a mils steel angle iron post 75 mm x 75mm x 6mm 2 no. Firmly fixed to the ground by means of property designed foundation with M 15 grade cement concreate 45 cm x 60cm, below ground level as per approved drawing with 7 years warranty . Rate include desing fabrication supply transportation and errection of the sign board and slso inclusive of all taxes royallty etc. All T&P Machine material and labour required for proper comletion of work. Note. The composite warranty jointly singed by original manufacturer & authorise converter of at least 7 years shall be furnised on non judicial stamp of required denomination both for retro reflective sheet and also complete signage. Si no new item 3(i) ch, 27.1/C all cess labour cess levy toll free contractor profit but excluding GST.