Renovation of Potting shed- I

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)

14nos x 1.20m x 1.20m x 1.50m

53m x 0.60m x 0.90m

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

14nos x 1.20m x 1.20m x 0.30m

53m 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)

14nos x 1.20m x 1.20m x 0.20m

53m 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)

14nos x 1.20m x 1.20m x 0.10m

14nos 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) 14 x 0.25m x 0.25m x 4.50m

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) Plinth and roof beam

2 x 53.0 x 0.25m x 0.25m

53.0m x 0.20m x 0.25m

3 x 11.0m x 0.25m x 0.25m

Roof : 15.50m x 11.0m x 0.10m

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)

14nos x 2.0m x 0.30m

14nos x 1.00m x 0.90m

Centering and shuttering including strutting, propping etc. and removal of form for all heights :Suspended floors, roofs, landings, balconies and access platform (item code :5.9.3) 15.50m x 11.0m

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)

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) 14nos x 1.00m x 4.50m

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) 0.70 x 3.07 = 2.15 1.00 x 5.67 = 5.67 0.80 x 28.38 = 22.70 30.52 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)

Foundation wall : 53m x 0.3m x 0.45m

53.0m x 1.50m x 0.25m

Roof top wall : 53.0m x 0.60m x 0.25m

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

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) (item code :13.47.1)

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)

80 x 80 x 8mm 2 x 6.0m = 12m @9.6 kg//m

Plates (10mm thick) 20 x 0.70m x 0.10 = 1.40 [email protected] kg/m2

Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (item code :22.14.1) 15.50m x 11.00m x 0.05m

SURESH KUMAR NAYAK

PRAVEEN MOHANTY