Miscellaneous civil works in operational area and Terminal Building at M.P. Airport, Udaipur

Amount

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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

Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cement mortar

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area beyond 3 sq. metres

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : a) Cement mortar 1:4 (1 cement : 4 coarse sand)

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-incharge. All kinds of soil

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

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

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

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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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

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.

Providing and fixing STRUCTURAL GLAZING to fixed Blick-orion panels (6mm thick blue green reflected toughened glass outside and 6mm thick clear float toughened glass inside in between 12mm air gap with EPDM gasket) with no aluminium section exposed to outside and only glass panels with silicon joint visible from outside. The system specially designed with Blick-Orion system for facade using self - Hanging mullions up to full height with no transoms or horizontal profile. Bracket are made of M.S. Hot Dip Galvanized, also reinforcement if required any. Extrusions made out of 6005-T6 alloy having minimum Tensile Strength (250 MPa) & High Yield Strength (220Mpa), Mullions has been designed as per ASTM code for deflection criteria {(L/240)+6.35}, design load for wind pressure as per BoQ, Coating on mullions will be super Durable powder coating finish of minimum 60 microns confirming AAMA 2604 (Standard shade), The system is face seal with non bleeding silicone from out side and Silicone compatible EPDM from inside for uniform groove appearance., All accessories and anchors for bracket fixing of grade S.S. 316 (A4-70). Glass at joint is supported on Gravity brackets; and wind load bracket @spacing ranging from 800mm-1200mm as per calculation. The system should be designed with aluminium section of grade 63400 WP IS: 733 and IS: 1285 eletcro colour anodized / pure polyester powder coated in approved shade and colour fixtures as required. The design to be as per the BIS code for required wind pressure IS: 875 part III and use of Aluminium section alloy as per IS: 8147. System design to strictly consider for thermal movements, air infiltration, water penetration, seismic movements and structural grade and weathering grade shall be "Dow corning - USA" or " GE Silicon - USA" or "Wacker - Germany" as per the design requirement at all height and level as per direction of EIC.

Providing and fixing Suncontrol polyster frosted film of 3M make on glasses of railings with shade as approved by EIC. The rate is inclusive of opening & fixing of the railing glass along with removal of the existing glass film & cleaning of the glass surface thoroughly before the application of the new film, complete as per the direction of EIC. (If any damage or breaking of the glass or other members occur during working, the responsibility & cost will be borne by the agency)

Providing and fixing Radium Yellow strip 6 inch wide (Make 3M) as per the instructions and direction of EIC.

Providing and fixing Radium 2” Yellow Strip (Anti Skid Tape) (Make 3M) as per the instructions and direction of EIC.

Providing and fixing Suncontrol polyster frosted film of 3M make on glasses with shade as approved by EIC. The rate is inclusive of cleaning of the glass surface thoroughly before the application of the new film, complete as per the direction of EIC.

Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 25 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

M/s Jaina Enterprise