Construction and Fabrication of Shed for Deep Freezer 1000 MT

Construction & Fabrication of Shed for Deep Freezer (1000 MT)

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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Filling available excavated earth (excluding 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 up to 1.5 m.

Supplying and Filling good earth brought from out side in layers not exceeding 20 cm in depth, breaking clods, watering , rolling each layer with road roller, and consolidating every 3rd and topmost layer by rolling with power roller of min. 8 tonne to achieve min. 98% of Max. Dry Density and dressing up for roads and filling up ground depressions ( dressing to camber and consolidating with road roller of 8 to 12 tonne capacity including the removal of any soft patches and filling it with hard soil / sand,with necessary slope if required as per drawings ) at all levels

Providing and laying in position cement concrete of grade 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:

Providing and laying 50mm thick damp- proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size)

Providing & applying a coat of residual petroleum bitumen of sqm grade of VG-1 O of approved quality using 1. 7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.

Providing and laying in position machine batched and machine mixed design mix M- 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge.

Extra for providing richer mixes up to plinth and at all floor levels

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns

Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc

Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts.

Lintels, beams, plinth beams, girders, bressumers and cantilever

Steel reinforcement TMT Fe-500D or more for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level

Providing and Grouting the foundation bolts/pockets, base plates with ACC Shrinkkomp grade-2/ GP2 of FOSROC or FLOWGROUT 60 of FAIRMATE ready mixed non shrink, free flow, self levelling, cementitious grout making holes if necessary in concrete, curing etc. as per the recommendations of the manufacturer, complete as directed.

Brick work with common burnt clay non- modular bricks of class designation 7.5 in foundation and plinth in cement morat 1:6

15 mm cement plaster on the rough side of single or half brick wall of mix 1 :4 (1 cement: 4 fine sand)

12 mm cement plaster of mix 1 :4 (1 cement: 4 fine sand

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 litre/10 and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete

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. Secondary Members(Purlins and Girts), Lateral Tie members for purlins and girts, Channels (300x90x10 mm)..

Providing and fixing bolts including nuts and washers complete., Anchor Bolts as per drawing.

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 welded type tubes. (Pipe Bracing)

Providing and fixing Hi, Rib profiled sheets 0.60mm TT (Total Thickness) (only± 0.2mm tolerance allowed) Hi Tensile galvalume/Zincalume steel sheet of the approved make having a hot dip metallic Zinc-Aluminium alloy (AZ-150) coating of minimum (150 gms/sqm) with 550 Mpa yield strength of approved blue colour (RAL-5012) the colour coating shall be as per IS 15965 of SMP or Super Durable Polyester Paint XRW fixed with hex head self-drilling screw sloping roof without curvature as per approved specification, drawing and design. (Roof & Wall Sheeting)

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. (i) Eave Gutters.

(ii) Flashings/ Aprons.( Up to 600 mm)

(iii) Ridges plain (500 - 600mm)

Down Spouts

Skylight Panels

Providing and fixing galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm fixed on steel windows of standard rolled steel section, with 3 mm thick MS flat iron cover moulding of 12.5 mm width, fixed with machine screws welded complete in all respects.

Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling.

Construction of unreinforced plain cement concrete pavement in M-25 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORTH specifications

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications

100 mm PCC over WBM

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade

aashirwad engineering

Ms Shree Shyam Contstruction and Enggering

Rajshree Constructions