Construction of Bandhara across Kolam Nallah d/s of Vehicular bridge near Ganapati Visarjan Platform at Sal in Bicholim Taluka.

Amount

Earthwork in excavation by mechanical means (hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : All kinds of soil

Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead.

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: All works upto plinth level

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: In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level.

Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) : All works upto plinth level

Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) : 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

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

Centering and shuttering including struttings, propping etc. and removal of formwork for : vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.

Centering and shuttering including struttings, propping etc. and removal of formwork for : Columns, Pillars ,piers,abutments, posts and strut, square, rectangular, polygon in plan. etc.

Centering & shuttering including Strutting, Propping & removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded plates : Columns, Pillars, Posts & struts (circular or curved in plan)

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 & fixing PVC WATER SEAL in construction joints as per design and drawing shall withstand the pressure to the tune of 5.0 kg/sqm of approved quality and confirming to relevant IS Code and shall be of one piece and jointing of small pieces shall be avoided, the normal width shall not be less than 305 mm and thickness shall be between 9.00 to 12.00 mm and shall withstand minimum hydro static pressure of 30 m of water including the cost of all materials, laborers tools and plants required in the operation of above work and including the incidentals involved as per specifications, drawings and directives of Engineer-in-charge.

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 retainig structure complete as directed by the Engineer in charge- 75 mm dia.

Supplying and fixing of Fibre Glass Reinforced plastic F.R.P. needle, section alongwith FRP Coated M. S. Channel suitable for FRP needle. FRP needles shall be made from standard quality fibre galss composite materials. The FRP needle are tailor made section as per size required at site for closing the bandhara. b) For thickness of needles 65mm + /-3mm (Hollow type) from 0.00 m to 2.00 m to water depth from top and width not more than 2.0 m in clear span.

Construction of temporary bund across river with earth filled cement bags stacked in two rows of size 0.90m in width and 1.50 m high placed at 1.20 m apart including filling the gap between the rows with earth from borrow pit including neatly compacting the earth to minimize the seepage of water including cost of empty cement bags, rope, earth, labour, transportation etc complete as directed by the Engineer in charge.

M/s SM CONSTRUCTION

M s Noor Engineering

BHANUDAS PARYEKAR

Khaja Husen Abdul Raudar