Development of Industrial Area Orni Distt. Etah Construction of RCC Drain, RCC Culvert

Excavating, supplying and filling of local earth by mechanical transport upto a lead upto 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Extra for Earth work in embankment mechanically compacted to 95% proctor density In ordinary soil, excavation to be done in the form of regular pits not exceeding 0.5mtr in depth and embankment to be in 20cm layers including ramming and dressing pulverization of the surface Including Supply of abour, T&P, Roller and water sprinkler.

Preparation and consolidating OF SUB GRADE with road roller 0f 8 to 1012 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade disposal of surplus earthwith lead up to 50 metres. with road roller.

Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC Carriage of mixed material to work site spreading in uniform layers with motor grader on prepared surface and compacting with viibratory power 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 matetrial 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. Laying using mechanical paver.

Providing and laying dense graded bituminous macadam with with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 percent 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.

Brick edging on both side of the road of M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In- Charge.

Providing and laying 25mm Thick bituminous CONCRETE with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 percent 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. 507 complete in all respects.

Providing and Laying factory made chamfered edge cement concrete paver blocks ( 80mm thick M-40 Grade) in footpath, park & lawns driveway or light traffice parking etc. of required strength thickness and size/ shape made by table vibratory method using PU mould laid in required color and pattern over 50mm thick compacted bed of fine sand , compacting and proper embedding / laying of interlocking paver blocks in to the sand bedding layer through vibratory compaction by using plate vibrator filling the joints with sand and cutting of paver blocks as per required size & direction of engineer-in-charge.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes.