Construction of Open Type Bandhara across Gaondongrem nallah near L.I.Scheme Fulamol in V.P Gaondongrem, Canacona Taluka

Amount

Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead.

Earthwork in excavation by mechanical /manual means in all types of strata comprising any of the materials such as soil, sand, clay, gravels, moorum of all varieties, shingles, pebbles, all types of conglomerate laterite rock, soft rock, disintegrated rock, fissured, shattered, decomposed rock or weathered 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 convenient or permitted inclusive of chiseling wedging etc. 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 stump and other deleterious matter, dressing of sides and bottom backfilling the excavated earth to the extent required and disposing of surplus excavated earth as directed by the engineer-in-charge with all leads and lift etc. as specified and directed etc. complete

Providing and laying cement concrete 1: 1:5: 3 (1 cement :1:5 coarse sand : 3 graded granitic or basaltic stone aggrt. 20 mm nominal size) excluding cost of centering, shuttering and finishing in: (a)All works upto plinth level

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

b) In retaining walls , return walls(any thickness) 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.

Providing and laying stone rip rap for talus with basaltic /granitic stones 60% of which shall comprise stones not less than 0.0423 cum. (1 ½ cft) in size each and remaining 40% comprising well graded rubble not below than size of 0.00142 cum( ½ cft )including the cost of conveyance of all materials, spreading, hand packing, wedging etc. for all leads and lifts etc. as directed by the engineer in charge.

Centering and shuttering including strutting, propping etc. and removal of formwork for a)Foundations, footings, bases for Columns and mass concrete.

b). vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses plinth and string course fillets, etc.

c). Columns, pillars, piers, abutments, posts, and strut, square, rectangular, polygon in plan etc.

Centering and shuttering including strutting, propping and removal of form for sloping or battering surface (slabs, beams, louvers, etc.) including folded plates. iii) Columns, pillars, posts, and strut, (circular or curved in plan)

Providing and laying in position (1:1 ½:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement :1 1/2 coarse sand : 3 graded stone aggrt. 20 mm nominal size) i)All works upto plinth level

ii) In walls , (any thickness), including attached pilasters, buttresses, plinth, and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level.

Providing high yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (confirming to IS 1786 of 1986) for RCC work 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 that of surrounding concrete in the structural member.

Providing and fixing PVC Water Seal in construction joints are as per design and drawings shall with stand the pressure to the tune of 5 kg/cm2 of approved quality and conforming to relevant IS code and shall be of one piece and jointing of small pieces shall be avoided the nominal width shall not be less than 305mm and the thickness shall be between 9.00 to 12.00mm and shall withstand minimum hydro static pressure of 30m of water including the cost of all materials, laborers tools and plants required in the operation of above work and including incidentals involved as per specification, drawings and directives of Engineer in charge .

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

Supply and fixing of Fiber glass Reinforced plastic (FRP) needle. Needles section along with FRP quoted M.S. channels suitable for FRP needle. FRP needles shall be made from standard quality fiber glass composite materials. The FRP needles are tailor made section as per size required at site for closing the bandhara. A)For thickness of needle 115mm+3 mm (Hollow type) at center & 65+ mm at ends for the water depth2.00m to 4.00m from top & width not more than 2.00 m in clear span

b)For thickness of needle 65+3 mm (Hollow type) for the water depth 0mtrs to 2 mts from top and width not more than 2.00mt in clear span

M/S UNIQUE CONSTRUCTIONS

ULTRACON CONSTRUCTIONS PVT. LTD.