Widening of Road and Construction of RCC Drain at I.A. Swadeshi Compund ( Kavi Nagar) Distt- Ghaziabad.

Excavation in foundation in ordinary soill ( Loam , clay or sand ) including lift upto 1.50 M. and lead upto 30 M. 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 surplusearih asi directed by the Engineer - in - charge upto al distance of 30 M. from the foundation ( Where machine can not trenches . reach / move ) As per SI No. 251(A) SOR Ghaziabad.

Dismentling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the engineer - in Icharge within a distance of 60 metre f 2000.25 860.00 feet ) (AS PER PWD SOR 2022 PAGE NO 47 NO 17.04 ITEM NO 694. )

Disposal of ballast , Kankar Coal , grit or sand including loading & unloading but excluding stackings on pakka roads upto 8 kms As per SI No. 232(A) SOR Ghaziabad.

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

Cement Concrete with 4 cm guage approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools & Plant etc. required for proper completion of work. As per SI No. 281

R.C.C. work with cement, approved coarse sand & 20mm approved stone ballast in proportion of 1:1.5:3 in T-beam & slabs roof and R.C.C Column. including aupply all materials but excluding supply of reinforcement & its bending but including its fixing in position & binding the same with 24 BWG GI binding wire & including the cost of binding wire & including providing & fixing necessary centering & shuttering & its removal after completion of work & supply of all other materials, labour T&P etc.required for proper completion of work. SI No. 288

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 .

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 M50 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.