Providing Tensile Fabric Canopy at Entrance/Main Gate as well as above Pathway Connecting Car parking and New Terminal Building at Bareilly Airport

Amount

Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)

Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern overand including 50 mm thick compacted bed of coarse sand, filling thejoints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).

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)

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. All kinds of soil

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 upto 1.5 m.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

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 : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for all heights : 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. Thermo-Mechanically Treated bars of grade Fe-500D or more.

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.

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.).

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 55mm) 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, Fabricating, Assembling, hoisting, erecting and placing in position MS Built-up section/Tubular Structure ( MS built-up section :-Rolled section & plates confirming to IS 2062 Grade Yst 250,Tubular Structure made from Steel hollow sections, ISI marked conforming to IS 1161/4923, Grade Yst 310, thickness up to 10mm (from SAIL / RINL / TATA/JINDAL) in the profile shape as per conceptual drawings with special plate connector, pinion joints, plates, hollow sections etc using water jet 3-D cutting system for obtaining smooth 3-dimensional curvature, SAW/MMAW/MIG welding process with special plate connectors, pinion joints, plates, hollow sections with cleaning the surface with sand blasting system and applying a coat of epoxy primer and including Preparation of detailed fabrication and erection drawings of Structural steel work from design drawings, transportation from fabrication yard, cutting , threading, machining, leads and lifts up to all heights, tools & plants and necessary scaffolding etc. required for all operations involved to make structure of Tensile Membrane canopy. The structure has to be provided as per conceptual drawings of Tensile fabric profile, including all arch beam, curved lateral beams and bracings, vertical support columns, nodal joints, bases of columns and high tensile bolts of grade not less than 10.9 having black phosphate coating. The complete structure to be sand blasted and coated with epoxy primer 2 coats and hard top two coats Polyurethane applications work at all locations in required DFT (dense film thickness) for each coat in total DFT of 280 microns as per technical specification and direction of Engineer-In- Charge.

Providing, fabricating, assembling and erection of pre stressed Tensile Membrane Fabric structure in desired profile as per conceptual drawing, with Type II membrane as per manufacturing and supplying standards by Serge Ferrari, Mehler or Sattler PRO-TEX. The membrane should confirm to the manufacturing standard of being pre stretched in both weft and waft direction during manufacturing to perform best dynamic stability in both weft and waft direction under high stress. The membrane should be with surface treatment PVDF. The fabric must be of HT polyester yarns 1100 Dtex coated with uniform 230 micron PVC coating over the polyester yarn. The top quote over the PVC must be of PVDF molecule for extreme longevity and easy clean ability and superior white pigmentation of the membrane. The dimensional stability of the fabric should be measured as per elongation test of 24h -10daN/5cm which should confirm <1%-<1% (EN 15977) and residual elongation should confirm <0.4%-<0.4% (EN 15977) ensuring dimensional stability in both weft and waft direction, minimum weight should be 900g/sqm (EN ISO 2286-2), tensile strength (warp/weft) of 4200 / 4000 N/50 mm (EN ISO 1421) and tear strength of 500 / 500 N (DIN 53.363) and with a Guarantee of 15 yrs (with non depreciating guarantee for first three years) from the manufacturer, width of the fabric should be atleast 250 cm, Adhersion 120 N . Flame retardancy B-s2;d0 (EN 13501), Quality in conformity with ISO 9001 with a minimum of 15 years warranty from manufacturer. The Membrane fabricator should confirm to standards of desired profile as per approved shop drawing including necessary designing with non-linear design software Easy/STAAD-Pro, seaming machine at least 5 nos. capacity from 5 kv to 10kv including travelers seaming machine, CNC plotter & cutter machine for cutting of membrane pattern, swage end machine upto 30mm dia cables etc. The wilding should be using High Frequency welding machine of minimum welding seam width with 40 mm. . This work shall include CHS members of YST 310 Mpa, plates - YST 245 MPa, anchor bolt , nut and washer are to be HDG Gr.8.8, structure steel cables should be with class A HDG wire rope with minimum tensile strength of 1570 MPa and single construction, swagged cable end connectors. All fabricated steel members should be applied with hot dipped galvanization (minimum of DFT of 70 microns), zinc primer (DFT 50 microns minimum), top coat of HB epoxy paint (DFT 100 microns), top PU to coat (DFT 50 microns), over steel structure frames with all fittings and fixtures such as Galvanized MS End Plate ,Shackles, Rigging Screws , Turnbuckles, swedge, fork , keder rods & galvanized MS strands with stainless steel end terminals as per Drawing / Detail & as per particular/ technical specifications and as per the directions of Engineer-in-charge. The contactor shall provide original warranty certificate issued by manufacturerActual plan area of canopy end to end shall only be measured in square meter correct up to two decimal places. Note:(i) Rate includes cost of fabric, patterns, forming, cutting, fabrication, hot weld stitch of fabric, Transport to the site, assembling and installation with all Galvanized strands with require dia, Galvanized MS end plate and powder coated aluminium flat bar etc., hardware, EPDM gasket and required accessories wherever required complete including lifts up to all heights, tools & plants, and necessary scaffolding etc. required for all operations in all respect as per direction of Engineer-In-Charge. (ii) All truss work i/c pipes(Built-up section/Tubular Structure) only shall be paid separately under respective item). (iii) Rate includes provision of cables and associated fittings in the pre-stressed Tensile Membrane Fabric structure (fittings & fixtures shall be provided by electrical wing separately) (iv) Rates includes provision of rain water gutter (if required) in the pre-stressed Tensile Membrane Fabric structure.

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.

Providing Engineering Consultancy Services for Steel structure for tensile fabric roofing structure ,RCC foundation work, rain water drainage i/c soil testing for load bearing capacity with all relevant calculation sheet and design vetted by I.I.T/NIT, detailed Construction drawings and revision of drawing if required during execution etc. as specified in tender document and any other details related to consultancy work which are essential for successful execution of works etc complete as per particular specification and direction of EIC.

ANAND AUTOMATIC SYSTEMS DELHI

Vinayak Infra Signs and Projects Pvt Ltd