Provision of tensile canopy from arrival to newly constructed car park at CA Jammu

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 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.

Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. 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 : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)

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

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

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.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level

Add for using extra cement in the items of design mix over and above the specified cement content therein.

Providing Engineering Consultancy Services for Design, engineering, and patterning of Architectural Membrane, cables and related perimeter attachment hardware i/c associated structural steel ,RCC foundation work rain water drainage with all relevant calculation sheet and design vetted by I.I.T/NIT/Reputed Government College, issue of good for 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 direction and satisfaction of EIC.The steel structure has to be designed 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 SS pin joints as applicable.( Note : The payment under this item shall be made in parts in proportion to amount of work done.)

Supplying, 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 350,Tubular Structure:- made from Steel hollow sections, ISI marked from SAIL / RINL / TATA/JINDAL, conforming to IS 1161/4923, Grade Yst 310, thickness upto 10mm ) in the profile shape as per 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 and applying a coat of epoxy primer, and including Preparation of detailed fabrication and erection drawings of Structural steel work from design drawings issued by Engineer-In-Charge and incorporation of Engineer-In-Charge's comments on same, transportation from fabrication yard, cutting , threading, machining, leads and lifts upto all heights, tools and plants and necessary scaffolding etc. required for all operations involved to make structure of Tensile Membrane shade. The tubular structure system with plate connectors, pinion joints, etc. is to be provided. 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 painted with one coat epoxy primer , one coat of Epoxy Intermediate MIO and one coat of Polyurethane paint on steel work at all locations prepared by sand blasting in required DFT (dry film thickness) for each coat as specified in particular specification. The work is to be executed as per technical specification and direction of Engineer-In-Charg

Providing, fabricating, assembling and erection of prestressed Tensile Membrane Fabric structure in desired profile as per drawing , with FERRARI precontraint 902 S2 or MEHLER FR 900 Type II having minimum Tensile strength (Warp/Weft) 4200/4000 N/50 mm & tear strength (Warp/Weft) of 500 / 500 N, both side PVDF coated polyester fabric having a minimum weight of 900 g/sqm as per particular specification with a 15 years warranty etc. over steel frames with all fittings and fixtures such as Galvanised MS Membrane /End Plate ,Shackles, Rigging Screws , Turnbuckles, swedge,fork , keder rods & galvanized MS strands /cables with stainless steel end terminals complete as per Drawing / Detail & as per technical specifications and as per the instructions of Engineer-in-charge.(Rate includes cost of fabric , shop drawings, patterning, forming, cutting, fabrication, hot weld stich of fabric, Transport to the site, assembling and installation with GI Cables,hardware,EPDM gasket and required accessories wherever required complete including lifts upto all heights, tools and plants, and necessary scaffolding etc. required for all operations in all respect as per direction of Engineer-In-Charge). (Note :Actual Surface area of fabric shall only be measured for payment. Galvanized strands/cables, Galvanized MS membrane/end plate & polycarbonate dome only shall be paid separately under respective item.)

Supplying of 14mm diameter ,1x19 Galvanized strands of required length of Grade 1570, with Stainless steel terminals at both ends as per approved shop drawings as Under fabric Cables complete in all respect as per direction of Engineer-In-Charge.

Supplying of 12mm diameter ,1x19 Galvanized strands of required length of Grade 1570, with Stainless steel terminals at both ends of required length as per approved shop drawings as Under fabric Cables complete in all respect as per direction of Engineer-In-Charge.

Supplying and installing hot dipped galvanized Membrane Corner Plates of required thickness and design finished with a coat of Marine Primer and two coats of Polyurethane paint complete as per Drawing/ Detail and fixing with high tensile bolts of grade not less than 10.9 having black phosphate coating complete as per Drawing/ Detail and as per direction of Engineer-In-Charge.

Supplying and providing of required diameter and height polycarbonate cover of thickness 16mm at the top of the umbrella structure. Rate include Fabrication, Transport to the site and installation with SS accessories ,screws etc complete as per the designed approved by Engineer-In-Charge.

Supplying and installing 16mm diameter Galvanized Toggle-Toggle end Turnbuckles complete as per the designed approved by Engineers-in-charge.

M/s Harjit Singh

SAMEER GLAZING SYSTEM PRIVATE LIMITED

SPACE AGE ENGINEERS

Technospan structures pvt ltd