MP State Livestock And Poultry Development Corporation Tender

Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M 20 –Grade Concrete (SOR I.NO. 5.1.1/P-65) Footing 10x1.20x1.20x0.30 = 4.32 Cap 10x0.20x0.30x1.00 = 0.60 Water Tank 1x12.00x0.90x0.15 = 1.62 1x1.00x0.90x0.15 = 0.13 P.B. 2x12.00x0.20x0.30 = 1.44 2x5.80x0.20x0.30 = 0.69 Flooring 1x12.00x5.80x0.10 = 6.96 15.76

Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement: M 20 –Grade Concrete (SOR I.NO. 5.2.1/P-65) Water Tank 2x12.00x0.15x0.60 = 2.16 2x2.00x0.15x0.60 = 0.36 1x12.00x2.00x0.10 = 2.40 4.92

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Thermo-Mechanically Treated bars. (TMT) (SOR I.NO. 5.16.6/P-68) 20.68x100 kg/cum. =

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for concrete up to plinth level. (SOR I.No. 5.9.1/P-66) Footing 10x4x1.20x0.30 = 14.40 Cap 10x2x0.30x1.00 = 6.00 10x2x0.20x1.00= 4.00 24.40

Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level. (SOR I.NO. 5.9.2/P-66) P.B. 2x2x12.00x0.30 = 14.40 2x2x5.80x0.30 = 6.96 Water Tank 2x2x12.00x0.60 = 28.80 2x2x2.00x0.60 = 4.80 54.96

Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (SOR I.No. 2.25/P-26)

Supplying and filling in plinth with hard muram/hard copra under floors including watering ramming cosolidating in layers not exceeding 20cm in depth and dressing complete. (SOR I.No. 2.28/P-26) 1x12.00x5.80x0.50 =

Brick work with well burnt chimney bricks in bulls patent trench kiln, crushing strength not less than 25kg /cm2 and water bsorption not more than 20% in superstructure above plith level and up to floor two level i/c curing etc complete. Cement Mortar 1:6 (1 cement : 6 sand). (SOR I.No. 6.4.2/P-85) 1x12.00x0.20x3.00 = 7.20 2x5.80x0.20x3.00 = 6.96 14.16

12 mm cement plaster of mix : 1:4 (1 cement : 4 sand) (SOR I.NO. 13.1.1/P-244) 1x12.00x3.00 = 36.00 2x5.80x3.00 = 34.80 2x12.00x0.60 = 14.40 2x2.00x0.60 = 2.40 87.60

20 mm cement plaster of mix : 1:4 (1 cement : 4 sand) (SOR I.No. 13.3.1/P-244) Same Qty. =

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, Like birla white /JK white or equivalent, over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete. (SOR I.NO. 13.41/P-248)

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). (SOR I.No. 13.56.1/P-250)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (SOR I.NO. 13.68.1/P-252)

Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses/frame work etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes (SOR I.NO. 10.15.1/P-181)

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (SOR I.No. 12.15/P-220) 12.00x5.80 = 69.60 12.00x2.50 = 30.00 99.60

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion. Powder coated aluminium (minimum thickness of powder coating 50 micron) (SOR I.No. 21.1.1.2/P-362)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item) : With float glass panes of 4.0 mm thickness (SOR I.No. 21.3.1/P-363)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (SOR I.No. 15.6.3/P-271) 10x2.00x2.00x0.20 =