Resurfacing of 75.00mtr wide road (Road no-16) between sector 33 and 10YEIDA WC-03

Earth work in rough excavation banking ,earth in layers not exceeding 20cm in depth clods watering rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankment for roads flood bank marginal bank and guide bank or filling up ground depression as per (SOR) Lead up to 20km

Providing, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechinal mix plant carriage of mix plant carrige 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 achive the desired density. ( i/c Royalty)

Cement concrete with 4cm gauge approved stone ballast ,coarse sand & cement in the proportion of 8:4:1 including supply of all material ,labour,tools & plants etc required for proper completion of the work UPPWD SOR /281/P-17

Brick work with bricks of class designation-150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) SOR-20/6.1.2

12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) SOR-20/13.4.2/P-461

Providing and laying or near ground level factory made kerb stone of M-25 grade cement in position to the required line level and curvature jointed with cement mortar 1:3 (1 cement 3 coarse sand ) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required completed etc.as per direction of Engineer-in charage (length of finished kerb edging shall be measured for payment ).(Precast C.C kerb stone shall be approved by Engineer-in Charge).

White washing with lime to give an even shade. New work (three or more coats ) SOR -20/16.03/673/P-24

Tack Coat Providing and applying tack coat with bitumen VG-10 bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom..(AR) (most/503-9b)

Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25 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. 507 complete in all respects. Grade II (50 mm thick) VG-30

Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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. 509 complete in all respects Grade II (CRMB-55)