Construction of marketing, P and I store, Chemical store, Scrap shed and allied civil works at Milma Malappuram dairy

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. Ordinary rock

Excavation (manual / mechanical) in all types of soil for foundations of wall, columns, plinth beams, basement, raft, ducts, trenches, pits including back filling, shoring, strutting, bailing out water/pumping off water if required, removing and stacking simultaneously the excavated stuff any where within the site area complete as directed - From NGL to 1.5 m depth.

Excavation (manual / mechanical) in ordinary rock for foundations of wall, columns, plinth beams, basement, raft, ducts, trenches, pits including back filling, shoring, strutting, bailing out water/pumping off water if required, removing and stacking simultaneously the excavated stuff any where within the site area complete as directed -Up to 1.5m

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm 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 in plinth with coarse sand under floors, including watering, ramming consolidating and dressing complete.

Providing and applying Ant termite treatment by injecting chemical emulsion Imidacloprid emulsiable concentrate .075% for pre constructional treatment and creating a chemical barrier as per IS 6313 (PartII) 2001 for top surface of plinth filling, , along the<br>external perimeter of the building. complete conforming to manufacturers specification and as directed by the Engineer-in-Charge. (Plinth area only to be measured for the payment )

DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand)

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand)

Demolishing damaged portion of existing retaining wall completely including demolishing of RCC column, laterite masonry, RR masonry etc. by means of manually/ by mechanical and stacking of the serviceable and disposal of unserviceable within the Dairy premises as directed by Engineer in charge.

Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level: 1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

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 :3 graded stone aggregate 20 mm nominal size

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work above plinth level: 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

Centering and shuttering including strutting, etc. and removal of formwork for concrete elements in all sizes, shapes and direction including necessary staging, scaffolding etc. for all levels below ground level and upto highest plinth level. Complete

Centering and shuttering including strutting, etc. and removal of formwork for concrete elements in all sizes, shapes and direction including necessary staging, scaffolding etc. in superstructure above plinth level and upto floor V level. Complete

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500 or more.

Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc. complete

Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc. complete

Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc. complete.

Providing and laying acid/alkali resistant vitrified floor tiles, in flooring, skirting etc. (Endura) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including 3mm spacer joints and filled with epoxy tile joint filler etc., complete. (size : 300x300x15mm thk)

12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)

Providing and applying two or more coat Premium acrylic emulsion paint of required shade as per manufacture recommendations over one coat approved interior primer as per manufacture recommendations including all labour charges and materials for necessary scaffolding, required ladders etc. for applying paint in all kind of walls complete as per technical specification.

Providing and applying two or more coat Premium Acrylic Smooth exterior paint with Silicone additives of required shade applied as per manufacture recommendations over one coat exterior primer applied as per manufacture recommendations including all labour charges and materials for necessary scaffolding, required ladders etc. for applying paint in all kind of walls over existing cement paint surface complete as per technical specification.

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying two coat epoxy primer and two coat epoxy paint (MRF or equivalent) using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates, doors, grill and similar works

Supply, fabricate and erect in position MS tubular sections (round, square or rectangular hollow tubes etc.) for trusses, purlins, girder, column, rafters, struts, wind ties, floor tile beam, structural members for strew box, side cladding, platform etc. as per design including bolting, welding in rolled steel sections and plates with all necessary nuts, bolts, rivets, gusset, plates etc. complete including painting with two coat of epoxy primer(MRF or equivalent) and 2 coat of epoxy paint (MRF or equivalent) finished to even shade as per technical specifications.

Providing and fixing M.S insert plates, channels or angles of specified size and thickness welded to reinforcement steel and embedded in concrete in line and level as per the direction of Engineer in charge.

Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.

Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying 2 coats of approved epoxy enamel primer and 2 coats of approved epoxy enamel paint, including welding and bolted with special shaped washers etc. complete

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 Engineer in- 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.

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: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 (500-600 mm)

Providing and fixing 160 mm square type uPVC rain water gutter inclusive all fittings, accessories, clamps, nut, bolt, washers, stopper, drop, labour etc. complete.

Providing and fixing PVC pipes, fittings including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes and fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 4 Kgf/cm2 - External work- Exposed on wall for rain water

Providing and fixing powder coated fully glazed two track two panelled sliding windows made of powder coated aluminium extruded architectural sections of 27mm series frames 45x45mm and 65x27.1 mm shutter frame all having wall thickness of 1.4 ± 0.2 mm and glazing with 5mm thick approved clear/reflective type glass including necessary glazing bead of appropriate dimension, handle, lock, EPDM/Neoprene gasket, screws, fasteners etc. as per enclosed technical specifications, drawings and/or directions of Engineer in charge. The gap in between aluminium frame and adjacent rcc/brick/stone work shall be sealed by weather silicon sealant over backer rod of approved quality. (Out to out area of the window frame shall be measured in sqm for payment.)

Celmech Engineering Pvt.ltd (BID ID -2275709)

T.P. ANEESH (BID ID -2293371)

Mapsglobal constructions Private Limited (BID ID -2293759)