Construction of open type bandhara near Mallikarjun temple Shristhal in V.P Shristhal in Canacona Taluka (2nd Call)

Amount

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

Earthwork in excavation in all types of strata comprising any of the materials such as soil,silt ,sand,clay gravels moorum of all vairation shingles pebbles all types of conglomerate laterite rock ,soft rock ordinary rock,integrated rock,fissured ,shattered decomposed rock all such other materials as described under appendix to those specification with or in full or in part as the case may be convient of blasting prohibited desilting wedging etc. in all condition etc, in foundation as directed by the engineer –in –charge etc.,all complete in earthwork in excavation over areas including lift upto 1.50m getting out the surplus soil and disposal of it within a lead of 50m including providing barricading ,danger lighting guarding as directed by department etc. complete.

Providing & 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

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.

Providing & 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

Centering and shuttering including struttings, 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 courses, fillets, etc.

Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) a) All works upto plinth level

b) 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

Centering & shuttering including Strutting, Propping & removal of forms for : iii) Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan)

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 than that of surrounding concrete in the structural member.

Providing and fixing PVC WATER SEAL in construction joints as per design and drawing shall withstand the pressure to the tune of 5kg/cm2 of approved quality and conforming to relevant IS code and shall be of one piece and jointing of small piece and jointing of small pieces shall be avoided the normal 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 material ,labourers,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)

b) Supply and fixing of Fiber Glass Reinforced (FRP) needles along with FRP coated MS frame FRP 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 grove shall be provided to the needles for interlocking in to each other.Boxtype groove protect the edge of the needle.Rubber seal of size 15mm x 4mmthk.Shall be fixed in to the groove for water tight performance.Handles shall be provided at two lacations for lifting and lowering of the needle in to the frame.FRP Needles shall be tailor made sections as per size required at site for closing the bandhara.Clear opening not more than 2.0mtrs maximum and height not more than 4.0mtrs. b)For thickness of needles 65mm+_ 3mm (Hallow type) for the water depth 0mtr to 2.0mtr from top and width not more than 2.0mtrsin clear span.

M/S JYOTI CONSTRUCTIONS

NATRAJ GAUNKAR