Improvement of nallah (Phase II) at Manora in V.P. Raia from Sy. No. 280 to 282 in Curtorim Constituency.

Amount

Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area

Earthwork in excavation by mechanical/ manual means in all types of strata comprising any of the materials such as soil, sand, silt, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintergrated rock or weathered rock, fissured/shattered decomposed rock and 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 including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping or bailing out water/dewatering including setting out construction of shoring, strutting and bracing removal of stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. and backfilling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified area with all leads and all lifts etc. as per specification & drawing and as directed by the Engineer in Charge etc. complete.

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 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 20mm nominal size) in foundation.

Centering and shuttering including struttings, propping and removal of forms for : i) Foundations, footings, bases for columns.

Centering and shuttering including struttings, propping and removal of forms for : xiii) Suspended floors, roofs landings, shelves & their supports.

Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) b) In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level

Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) c) In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level

Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retaining structure complete as directed by the Engineer in charge b) 75 mm dia

Veer Constructions

GOVIND BHIKU NADKERNY & ASSOCIATES

SAMARTH CONSTRUCTIONS

Shri Sidharth R. Xette Bandekar