Resurfacing And Widening of Existing Balance Roads At I.A. Amrit Steel Compound S.S.G.T. Road Distt. Ghaziabad

Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30 m from the foundation trenches.

S / L P : C : C ( 1 : 4 : 8 ) with 40 mm size brick ballast coarse sand & cement etc all complete as the direction of engineer in charge ( AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.05 ITEM NO 275. )

R.C.C. work with Cement approved coarse sand and 2 cm . (3/4") gauge approved stone ballast in the proportions of 1 : 1.5 : 3 in R.C.C. Raft Foundation and footing with 2 cm guage stone ballast excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W. G.G.I. , binding wire and including necessary centering and shuttering etc. and also including supply of all materials , labour and T & P etc. required for proper completion of the work Excluding cost of Binding wire .As per SI No. 285

S / F M : S ( tor steel or plain ) in plain work such as R : C : C or R : B work including bending for proper shape as necessary including bending for proper complition of the work and including supply of all steel & wasteage , bend , hooks , and authorised overlappinf shall be measured etc all complete as per direction of engineer in charge .

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness motor grader on prepared surface, first compacting in trenches by Small Ride-on Double Drum Vibratory Roller, Capacity: 3-4 Tonnes and then compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge

S / L DLC as per MORTH Specification 601 C Item no 21.18 150 Kg cement / cum of concrete , coarse sand as per IS 383 @ 0.45 cum / cum of cocrete and Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes as per table 600.1 @ 0.9 cum / cum of concrete conforming to clause 602.2.6 he direction of engineer - in - charge .

Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M 50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge.

Providing and applying tack coat on bituminious surface @ 0.250Kg/Sqm. Bitumen of grade VG-10, includig heating the bitumen, spraying the bitumen the mechanical operated spary unit fitted on bitumen boiler, cleaning and preparing the exiting road surface as per specifications.(As per Analysis Attached)

Provinding and laying 75 mm average compected thickness dense graded bituminoues macadam crushed stone aggregated grading premixed with binder of grade [email protected]% (percentage by weigth of total mix) prepared in batch hot mix plant of 100-120 TPH capacity. Tranported to sire by tippers laid over a previously surface with paver finisher equiped with electronic sencor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem roller as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge. .(As per Analysis Attached)