Construction of Open Type Bandhara in Sy.No. 3/4 at Village Khodiye V.P. Pissurlem 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 shungles, pebble all type of conglomerates, laterite rock, soft rock, disintegrated rock, fissured shattered, decomposed rock or weathered rock and all such other materials, as described under appendix to those specifications 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. excluding blasting in all conditions such as dry moist, saturated submerged, foul conditions etc. including pumping or bailing out water, including setting out construction of shoring and bracing removal of stumps and other deleterious matters, dressing of side and bottoms and back filling the excavation earth to the extent required and disposal of excavated stuff in specified area lead upto 50m & with all lifts etc. complete and as per specification and drwaing 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 blastic/granite stones, 60% of which shall comprise stones not less than 0.0425cum (1.5cft) in size each and remaining 40% and comprisiing well graded rubble not below the size of 0.0142cum (1/2 cft) including the cost of conveyance of all materials, spreading, hand packing, welding 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.

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

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

Providing & Laying cement 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering & shuttering b) 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.

Centering and shuttering including struttings, propping etc. and removal of formworks for: iii) Columns, Piers, Pillars, Aburments, Posts and struts (square Rectangle Polygon in Plan)

Centering and shuttering including struttings, propping etc. and removal of formS works for iii) Columns, Pillars, Posts and struts (Circular or curved in plan )

Providing & Laying cement (1:1 1/2:3) Reinforced cement concrete excluding cost of centering & shuttering, finishing and reinforcement (1 cement: 1 1/2 coarse sand: 3 graded stone aggrt. 20 mm. nominal size) b) In retaining walls, return walls (any Thickness), including attached pilasters, , fillets, columns, pillars, piers, abutments,parapets, coping bed blocks, anchor blocks, plain winodw sills, posts and structs etc. upto floor five level.

Providing TmT steel reinforcement bars of (SAIL, TATA, VIZAG, JSW Steel Ltd.) (Confirming to IS 1786 of 1986) for RCC Work ( 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 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. 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 1:4 (1 Cement: 4 Coarse Sand)

M/S SAMARTH CONSTRUCTIONS (BID ID -56762)

Mahabaleshwar M. Naik and co (BID ID -56995)

Varad Construction (BID ID -57014)