Construction of Bandhara in the field of Shri Narayan Mhalshekar in Sy. No. 23/2

Amount

Earthwork in excavation in all types of strata comparing any of the material such as soil, silt, clay, gravel, murrum of all varieties, shingles, pebbles, all types of conglomerates laterite rocks, soft rock, ordinary rock, disintegrated rock, fissured/ shuttered rock, decomposed or weathered rock and such other materials in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted including chiselling, wedging etc. but blasting prohibited in all conditions such as fry, moist, saturated submerged, foul conditions etc. including pumping or bailing out water/dewatering incl. setting out construction of shoring strutting and bracing, removal of stump and other deleterious material, dressing of sides and bottom, providing barricading, danger lighting guarding and back filling the excavated earth to the extent required and disposal of excavated stuff in specified areas leads upto 50m with all lifts etc . complete and as per specification & drawing and as directed by the Engineer-in-charge for the intial lead of 50m and all lifts etc. complete. 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 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, wedging, etc.. for all leads and lifts, etc. as directed by Engineer in charge.

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

Centering and shuttering including struttings, propping etc. and removal of formworks for: b) Vertical surface such as retaing walls, return walls, partitions, walls (any thickness) including attaching pilasters, buttresses, plinth and string courses, fillets and the like.

Providing & Laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in: a) All works upto plinth level.

Centering & shuttering including Strutting, Propping & removal of forms for b) In retaining wall, return walls (any thick) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plan window sills, fillets etc upto flour five level

Centering & shuttering including Strutting, Propping etc & removal of forwork for: iii) Columns, Piers, pillars, aburments, Posts and struts (squre rectangle polygon in plan)

Centering & shuttering including Strutting, Propping etc & removal of forwork for: iii) Columns, pillars, Posts and struts (circular or curved in plan)

Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1 1/2 coaurse sand:3 graded stone agg 20mm nominal size) (ii) 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, plan window sills, fillets etc upto floors five level.

Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.)) (Confirming to IS 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 sprcified 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 5.00 kg/ cm2 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 mt. of water including the cost of all the materials, labourers tools and plants required in the operation of above work and including the incidentals involved as per specifications, drawings and directives of engineer incharge.

Supplying of fibre glass reinforced plastic FRP Needle. without FRP quoted M.S. frame needle shall be made from standard quality fibre glass composite materials. smooth surface shall be provided on 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 needles in to the frame. The FRP Needles shall be tailor made section as per size required at site for closing the bandhara the rate as follows. a)for thickness of needle 65 +/- 3mm (hollow) type at center and 65 +/- 3mm at ends from 0.00 at 2.00 mts water depth from bottom and width not more than 2mts. In clear span etc. complete as directed by the engineer in charge.

12mm. Cement plaster 1:4 (1 cement: 4 coarse sand)

DNYANESHWAR H. KESARKAR (BID ID -38137)