Construction of Open Type Bandhara to the existing nallah on the agriculture property bearing Sy.No. 1/1 of Shri. Subhash Krishna Bhave at Bhombede in VP Nagargao in Sattari Taluka.

Amount

Earthwork in excavation in all type of strata comprising any of the materials such as soil, silt, sand, clay gravel, moorumS of all varities shingles, pebble all type of conglomerates, laterite rock, soft rock, ordinery rock, disintegrated 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 convinient or permitted inclusive of chiselling, wedging etc. 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 stumps and other deleterious matters, dressing of side and bottoms and back filling the excavated earths to the extent required and disposalof excavayted stuff in specified area lead upto 50m & with all lifts etc. complete and as per specification and drawing and as directed by the Engineer-in-charge etc all complete.

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

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.

Centering & Shuttering including strutting, propping & removal of formwork 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 and the like

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.

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

Centering & Shuttering including strutting, propping & removal of formwork for : iii) Coulumns, pillars, abutments, posts and struts (Circular or curved in plan)

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 retaining walls, return walls (any thickness), including attached pilasters, columns, piers, abutments, pillars, posts, struts or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc. Upto floors five level.

Providing TMT Steel Reinforcement Bars of (SAIL, TATA, VIZAG, JSW Steel Ltd.) (Confirming to I.S. 1786 of 1986) for RCC work (conforming 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 & 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 305mm 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, labourers tools and plants required in the operation of above work and including the incidentials involved as per specifications, drwings and directives of Engineer Incharge.

Supply and Fibre Glass Reinforcement (FRP) needles without FRP Coated m.S. Frame. Needles shall be made out of standard quality FRP composite materials. Smooth surface shall be provided from both the side of the needles, tongue, and box type groove shall be provided to the needles for interlocking in to each other. Box type groove protect the edge of the needle. rubber seal of size 15m x 4mm thk. shall be fixed in to the groove for water tight performance. handles shall be provided at two locations 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. a) For thickness of needles 65+/-3mm (Hollow type)at center and 65+/-3mm at ends from 0.00 to 2.00 mts water depth from bottom and width not more than 2mts in clear span.

12mm cement plaster 1:3 (1 Cement : 3 Fine Sand)

NAUSHAD M. SHAIKH (BID ID -55532)

M/s S S Construction (BID ID -55128)