Construction of Open Type Bandhara for Siya Band

Amount

Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation pipeline trenches drain (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excacated soil as directed within a lead of 50m. a) All kinds of soil

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. 20mm nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level

Providing & Laying cement concrete 1:2:4 (1 cement: 2 Coarse Sand: 4 graded granitic or basaltic stone aggrt. 20mm nominal size) excluding cost of centering, shuttering and finishing in: b) Retaining walls, return walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttersses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc upto floor five level.

Providing and Laying cement (1:11/2:3) Reinforced Cement Concrete excluding cost of centering & shuttering finishing and reinforcement (1 cement : 11/2 Coarse Sand : 3 graded stone aggregate 20 mm nominal size) a) All works upto plinth level

Providing and Laying cement (1:11/2:3) Reinforced Cement Concrete excluding cost of centering & shuttering finishing and reinforcement (1 cement : 11/2 Coarse Sand : 3 graded stone aggregate 20 mm nominal size) b) In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level.

Centering & Shuttering including strutting, propping & removal of forms for : a) Foundations, Footings, bases for columns.

Centering & Shuttering including strutting, propping & removal of forms for : b) vertical surfaces such as retaining walls, return walls, walls ( any thickness) including attached pilasters, buttresses, plinth and string courses, fillets etc.

Centering & Shuttering including strutting, propping & removal of forms for : Coulumns, piers, pillars, abutments, posts and struts (Square, rectangle polygon in plan)

Providing TMT Steel Reinforcement Bars of (SAIL, TATA, VIZAG, JSW Steel Ltd.) (Confirming to I.S. 1786 of 1986) 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 laying pipes of approved the concrete of retaining wall, wing wall and earth retaining structure complete as directed by the Engineer incharge. a) 110 mm dia

Supply and fixing of Fibre Glass Reinforced Plastic (FRP) Needles along with FRP Coated MS Frame. Needle shall be made from standard quality fibre glass composite materials. Smooth surface shall be provided from both the sides of the needles, toung and box type grrove hsall be provides to the needless for interlocking in to each other. Box Type groove protect the edge of the needle. Rubber seal of size 15mm x 4mm thk. shall be fixed in to the groove for water tight performance. handles shall be provide at two location for lifting and lowering of the needle into the frame. FRP Needles shall be tailor made section as per size required at site for closing the bandhara the rates as follows. For thickness of needle and 65mm + 3mm (hollow type) for the water depth 0.00 mtrs to 2.00 mts from top and width not more than 2 mts in clear span.

Providing and laying stone rip rap for Talus with basaltic/ granitic stones, 60% of which shall comprise stones not less than 0.0425 cum (1.5 cft.) in size each & remaining 40% and comprising well graded rubble not below the size of 0.0142 cum (1/2 cft.) including the cost of conveyance of all materials, spreading, hand packing, weding, etc. for all leads and lifts, etc. as directed by Engineer in-charge.

12mm cement plaster 1:4 (1 Cement : 4 Fine Sand)

abdul khadar (BID ID -46757)

I B CONSTRUCTIONS (BID ID -46760)