Renovation of potting shed -II

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. (item code :2.8.1)

18 x 1.20m x 1.20m x 1.50m

3 x 3.00m x 0.60m x 0.75m

2 x 11.00m x 0.60m x 0.75m

Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.(item code :2.27)

18 x 1.20m x 1.20m x 0.30m

3 x 3.00m x 0.60m x 0.20m

2 x 11.00m x 0.60m x 0.20m

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (item code :4.1.8)

18 x 1.20m x 1.20m x 0.20m

3 x 3.00m x 0.60m x 0.10m

2 x 11.00m x 0.60m x 0.10m

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). (item code :5.1.2)

18nos x 1.20m x 1.20m x 0.10m

18nos x 0.50m x 0.50m x 0.30m

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (item code :5.2.2)

13 x 0.25m x 0.25m x 4.00m

5 x 0.25m x 0.25m x 5.00m

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). (item code :5.3)

2 x 53m x 0.20m x 0.25m

17m x 0.25m x 0.25m

Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete (item code :5.9.1)

Centering and shuttering including strutting, propping etc. and removal of form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers (item code :5.9.5) 2 x 53.0m x 0.40m

Centering and shuttering including strutting, propping etc. and removal of form for all heights :Columns, Pillars, Piers, Abutments, Posts and Struts (item code : 5.9.6)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Hot rolled deformed bars (item code : 5.22.4) 0.7 x 3.94 = 2.76 qtl 1.00 x 4.81 = 5.77 qtl 0.80 x 6.15 = 4.42 qtl 1345 qtl

Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in :Cement mortar 1:6 (1 cement : 6 coarse sand)(item code :6.32.2)

2 x 5.50m x 3.00m x 0.25

2 x 5.50m x 2.40m x 0.25

3 x 3.00m x 2.70m x 0.25m

20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) (item code :13.3.1)

Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws(item code :9.20.2) 2 x 2.10m x 1.00m

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate (item code :11.3.1) 2 x 5.50m x 3.00m x 0.25

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses 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 seamless type tubes (item code :10.16.2) 3 x 15.50m = 46.50m 2 x 5 x 6.00 = 60.00m 2 x 11.00m = 22.00m 14nos x 4.0m = 56.00m 184.50m@ 5.03 kg/m

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 grams per sqm 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 during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) 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.(item code :12.50)

Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm 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 using self drilling/ self tapping screws complete :Ridges plain (500 - 600mm) (item code :12.51.1)

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm (item code :13.48.1)

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (item code :10.2) 50 x 50 x 5mm Frame : 2 x 5.2m = 10.40m 2 x 4.00m = 8.00 m 18.40m @ 3.6kg/m

Grill : 2 x 1.00 x 1.00m = 2.0m2 @19.5kg/m2

ABHIPSHA MOHANTY

PRAVEEN MOHANTY