ESTABLISHMENT OF INDOOR MULTI FACILITY SPORTS STADIUM AND ALLIED WORKS AT DRABSHALLA KISHTWAR

SCOPE OF WORK (The complete detail of Scope of Work can be had from the Standard Bidding Document) of the said e-NIT

Supply and Installation of ICC approved 09 mm pile high Cricket Arena having dimensions of 36.57 x 15.24 mtr with 9.144 mtr height by way of Polypropylene Artificial Cricket Turf Pitch of natural green color with woven marking lines of polypropylene turf in white / yellow marking. The job also includes installation of Polypropylene Artificial Cricket Turf of 09mm pile high with 3/6 guage, Stiches having 36/10 +3%, Dtex - 8800 + 10%, Density – 71400/M2 with backing of PP Cloth + Mesh + SBR Latex along with approved 2.5 mm thick and 50 mm mesh sized Braided Garware HDPE Safety Net over the area well tied with the structure. The job includes ICC Approved Cricket Bats for the Turf Arena – 08 No, alum tanned leather balls – 12 No, Synthetic Rubber Balls – 20 No, Leverage SpringBall –10 No, Cricket Stumps with Base – 04 Sets, Guide Rails for Net for Net Practice – 02 sets, PVC Marking Compounds – 04 No, Cricket Uniform (02 colored) – 10 sets each and allied accessories. The job includes cost of material, tools, skilled labour and all taxes as applicable. Complete Job

Supply and Installation of BFI approved Indoor Boxing Court (50 x 50 x 20) feet including seating arrangement – 01 No made of heavy quality Wooden Base for Professional Championship Quality (IBF Approved) with antiskid flooring (approved color / quality) with allied fixing accessories along with IBF Approved padding. The job also includes Punching Bags – 06 No, Punching Gloves (Lace Up) – 04 No, Punching Gloves (Competition) – 04 No, Punching Gloves (Bag Gloves) – 04 No, Hand Wrap Boxing Bandages – 10 Rolls, Shorts – 10 Sets, Head Guard – 10 No. The job includes cost of material, tools, skilled labour and all taxes as applicable. Complete Job

Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5mtr in width as well as 10 sq on plain including disposal of excavated earth lead up to 50 mtr and lift up to 1.5M. 5 x 4 x 4 = 80 for 40 Columns

Providing & Laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering all work upto plinth level with 1:2:4 having stone aggregate size of 20 mm nominal size with neat and even surface. Plinth Area = 500 x 2 x 1.0 = 1000 i.e. 1000 x 0.0283 = 28.3 M3 Floor Area = 200 x 50 x 1.0 = 10000 i.e. 283 M3

Providing and Laying in position specified grade of reinforced cement concrete including curing and including the cost of centering, shuttering, finishing and reinforcement all works upto plinth level 1:1½:3 having graded stone 20 mm nominal size. 4 x 4 x 5 = 80 for 40 Columns i.e. 3200 x 0.0283 = 90.56 M3

Structural steel work for column base in Single Section, Fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer. Complete job including material, tools and tackles, skilled labour and all taxes as applicable.

Steel work welded in built up section/ framed work including cutting, hosting, applying a priming coat using structural steel. In gratings, frames, guard bard, ladders, railings etc. trusses including primer and enamel paint including nut bolts, kingpost, struts etc. Column ISA Section (200 x 200 x 06 mm) = 40 x (30’-0”) = 1200rft = 365.76 m @ 36.06 kg/m = 13189.30kg MS Sq. Foundation Plate of size (300 x 300 x 16 mm) @ 11.3 Kg per plate for 40 plates = 452 kg MS Sq. Foundation Plate incl connecting plates of size (200 x 200 x 10 mm) @ 3.14 Kg per plate for 80 plates = 251.12 kg MS Pipe for Truss of size 121 x 61 x 3.2 = 118 feet for 01 truss i.e 118 x 20 = 2360 ft i.e. 719.32 mtr @ 8.68 Kg/mtr = 6243.69 Kg MS Pipe for Purlins of size 60 x 60 x 3.2 = 20 x 200 = 4000 ft i.e. 1219.2 mtr @ 5.57 Kg/mtr = 6790.94 Kg Bracing Top of size 60 x 60 x 3.6 = 263 x 24 = 3612 ft i.e. 1923.89 mtr @ 6.2 Kg/mtr = 11928.16 Kg Bracing Side of size 60 x 60 x 3.6 = 500 x 09 = 4500 ft i.e. 1371.6 mtr @ 6.2 Kg/mtr =8503.92 Kg MS Gate of Size 08 x 08 feet in MS Square Pipe 60 x 60 x 3.6 mm – 100 ft i.e. 30.48 mtr @ 6.2 Kg/mtr = 188.97 Kg along with MS Sheet 2mm thick by means of metal welding along with Handles, Door Locks, Tower Bolts etc. The job includes cost of material, tools and tackles, skilled labour, 01 coat of metal primer and 02 coats of metal paint to the complete Structure. Total Weight – 47548.1 Kg

Providing/ Fixing of Pre-painted Galvanized Iron High Profile Sheet for the Roof top and all 04 sides of the Shooting Range upto 20 feet having a thickness of 0.50 by means of self-locking screws. The job includes material, tools and tackles, skilled labour charges and taxes as applicable. Complete Job PPGI Sheet – Roof Area 205 x 54 = 11070 i.e. 11070 x 0.0929 = 1028.40 1028.40 x 1.30 (factor for Roofing) = 1336.92 M2 Side Area 500 x 30 = 15000 i.e. 15000 x 0.0929 = 1393.5 1393.5 x 1.25 (factor for Sides) = 2090.25 M2 Total Area = 3427.17 M2 Area of UV Stabilized Fibre glass to be deducted i.e. 3427.17 – 88.04 = 3339.13

Providing and fixing UV stabilized fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts and nuts 8mm dia. G.I plain/ bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-violet stabilizer in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS: 10192 and IS: 12866. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6"). Roof Area 27 x 3 = 81 x 09 = 729 sft 729 x 0.0929 = 67.72 67.72 x 1.30 (factor for Roofing) = 88.04 M2