Construction of retaining wall on right side of Doodhganga Nallah at village Wathora RD 26800m

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil :

Supply of Stone boulder (nallah) nominal size 225 mm

Dumping stone excluding cost of stones in Horizontal on level

Providing and laying in position cement concrete of grade 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate of 40 mm nominal size) for compound wall foundation up to plinth level, including curing but excluding the cost of centring and shuttering, as directed by the Engineer-in-Charge.

Providing and laying in position reinforced cement concrete of grade 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) for RCC Pavement, including curing but excluding the cost of centering, shuttering, finishing, and reinforcement, as directed by the Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping, and removal of formwork for foundations, footings, and bases of columns for mass concrete works such as raft and bed concrete for the compound wall, as directed by the Engineer-in-Charge.

Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and medium tensile steel bars

Provinding and fixing PVC pipes 3 inch dia inculding cutting inculding all modes of carriages (Complete Job)

Carriage of Material from available Sources to actual site of work by Mechanical Transport including loading, unloading and stacking. Stone boulders for Avg. Lead of 04Kms

Stone Aggregate 40mm nominal size for Avg. lead of 05 Kms.

Stone Aggregate 20mm nominal size for Avg. lead of 05Kms.

Sand from Avg. lead of 10 Kms

Cement from open Market for an avg lead of 03kms

steel from open market for an avg. Lead of 03kms