Improvement to erroded nallah banks along Sy.No.156/1-A of village Bandora in ward Dhonshi in V.P. Bandora in Marcaim Constituency

Amount

Earthwork in excavation in all type of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all Varieties shingles pebbles all types of conglomerates laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/ shattered decomposed rock or weathered rock, & all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiseling wedging etc. in all conditions such as dry, moist saturated/submerged foul conditions etc. including pumping & bailing out water & back filling the excavated earth to the extend required & disposal of balance excavated stuff in specified area with all leads & lifts etc. complete & as directed by Engineer in Charge etc. complete. a. All kinds of soil.

Rubble packing with hard laterite stone under floors including watering ramming and conslidating etc. in pipeline rtrenches and other foundation complete.

Providing & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded granitic or basaltic stone aggregate 20 mm nominal size) excluding cost of centering, shuttering and finishing in: a. All works upto plinth level.

Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a. All works upto plinth level.

Laterite boulder masonry in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate of 20 mm nominal size )in foundation.

Centering and shuttering including struttings, propping etc. and removal of formwork for a)Foundations, footings, bases for columns and mass concrete.

Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall, wing wall and earth retaining structure complete as directed by the Engineer in charge A) 110mm Dia.

Carriage of material (C) By Manual Labour including Loading, Unloading, Stacking for a lead less than 0.50 kms. For 100.0 mts. b)Sand, stone aggregate and soiling. (i) 3357-58 sand, stone agg below 40mm

ii) soiling stone

b) cement

Runal D Kindalkar (BID ID -38249)

M/S JYOTI CONSTRUCTIONS (BID ID -38252)