Construction of open type Bandhara across nallah in Sy. No. 21/1 at Mhalshekarwada in Poriem village of Sattari Taluka.

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

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)

Centering & shuttering including Strutting, Propping & removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded plates columns, pillars, posts and struts (circular or curved 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 PVC WATER SEALin 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 widt 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 labours tools and plants required in the operation of above work and including the incidentals involved as per specifications, drawings and directives or engineering 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 retaining structure complete as directed by the Engineer incharge. a) 110 mm dia

Supply and fixing of Fibre Glass Reinforced (FRP) Needles along with FRP Coated M S Frame. Needles shall be made out of standard quality FRP composite materials. Smooth surface shall be provided from both the sides of the needles, toung and box type grrove shall 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 in to the frame. FRP Needles shall be tailor made section as per size required at site for closing the bandhara the rates as follows. b) For thickness of needle and 65mm + 3mm (hollow type) for the water depth 0.00 mtrs to 2.00 mts in clear span.from top and width not more than 2 mts in clear span. the charges are inclusive of fixing of the FRP Needles at site including material and labour necessary.

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