Resurfacing of 30mtr. Wide road Ch.18.91km to 19.85km along Yamuna expressway in sector 22D. WC-02

Supplying and Stacking at site.. 63 mm to 45 mm size stone aggregate. (SOR 18/16.3.2)

Supplying and Stacking at site.. 53 mm to 22.4 mm size stone aggregate. (SOR 18/16.3.3)

Supplying and stacking at site Moorum (SOR 18/16.3.10)

Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate watering and compacting to the required density SOR-18/16.4

Providing and applying tack coat With bitumen VG-10 pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.MORTH/503(UPPWD/SOR-2020)

Providing and laying dense graded bitumen 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 60/70 @ 4.50-5.00 % of mix and filler transporting the hot mix to work site, laying with 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 507 complete in all respects.50mm compacted thickness with bitumen penetration of 60/70 @ 4.50-5.00% by weight of total mix. MORTH/503(UPPWD/SOR-2020)

Providing and laying bituminous concrete with 100-120 ΤΡΗ batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.50 per cent of mix and filler transporting the hot mix to work site, laying with 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 509 complete in all respects.40mm compacted thickness with bitumen penetration of CRMB-55 @ 5.50% by weight of total mix MORTH/503(UPPWD/SOR-2020)

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 150.

Brick work with F.P.S. bricks of class designation 150 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) (UPPWD/SOR-2020)/6.1.1

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

Providing and laying at or near ground level factory made kerb stone of M-30 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 complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

12 mm cement plaster of mix. 1:6(1 cement: 6 coarse sand) (UPPWD/SOR-2020)/13.4.1

White washing with lime to give an even shade:New work (three or more coats) (UPPWD/SOR-2020)/13.37.1

Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications

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 up to 10 k.m Morth-305 Good earth. Lead up to 10 KM.

2.50% Maintenance for 5 years of road work

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