Jammu And Kashmir State Sports Council Tender

Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 10 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

filling of good earth including diging, loading, unloading, royality, carriage & spreading in proper lines and grades and consolidation with power road roller complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering . All works upto plinth level 1:4:8 mix (1 cement: 4 coarse sand:8 graded stone aggregates) 40 mm nominal size (crushed)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering . All works upto plinth level 1:3:6 mix (1 cement: 3 coarse sand:6 graded stone aggregates) 20 mm nominal size (crushed)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level using 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforcement for RCC work including straightening cutting,bending,placing in position & binding complete.

Supply & fixing of 40mm wide PVC strips for joints

40mm thick marble chips flooring rubbed, under layer 28mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 12mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 7 mm to 10mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix :3 marble chips) by volume including cement slurry and curing complete : Ordinary cement without any pigment.

Centring and shuttering including strutting, propping etc. and removal of form work for foundations, footings, base of columns

Centering and shuttering including strutting, propping etc. and removal of form work for: Edges of slabs and breaks in floors and walls under 20 cm wide

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

Stone filling behind R wall in layers

Treatment of soil using chemical like round up for anti weeding laid in holes @ 300 mm c/c and consumpution @ 600 ml/ 10 Sqm

Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade

Providing, Laying, spreading and compacting RBM as per specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, watering and compacting to the required density

P/L and compacting stone agrregates of different sizes to form contour and elevation to the desired level as per the Drawing and instruction of Engineer Iincharge (size 40 mm /20 mm/10mm ) down black stone aggregate up to a depth of 300mm from below primary backing incl all carriage. Layers of stone to be rolled as per desired slope and compaction using 8-10 tonnes Road roller over open area in layers as per design and direction of engineer incharge.

Supply and installation of artificial UV resistanat polyethylene synthetic grass with rigid monofilment yarn, minimum 40mm pile height. The turf should have minimum 40mm Pile Height made of POLYETHYLENE Monofilament & Pile weight minimum 900 g/m2 and above and stitched rate minimum @ 120/ mtr or above. The turf should have Dtex/Denier =12300. The Primary backing of turf should be made of 100% POLYPROPYLENE, minimum weight 240 gram/m2 and above with Coating with Carboxylated SBR Latex appr. 1200 gr/m2 or Butadiene Styrene with weight of 900 g/sqm and total backing wt should not be less than 1140 g/sqm or as approved by FIFA under FIFA Quality Category. The infill must be 22-25Kg Silica Sand, minimum 7kg & above SBR Rubber Granules. The line marking shall be stitched tufted material (Painted lines are not acceptable). The rate is inclusive of All applicable taxes, Lavies, Octoria, transportation loading/unloading complete Including Maintenance of 3 years by way of brushing and adding infill as and when required.

Providing of Fixing Height Adjustable Fixed Volley Poles with Net and Anteena

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 WITH Round section pipe 40mm dia & 3mm thick

Steel work welded in built up section framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer.

Designing, Vetting of Drawings by IIT/NIT/ Design Directorate or any Goverenment approved institue, Fabrication and Installation of Membrane Panels & steel Cables and GI corner fittings nuts and bolts and associated accessories with PVC/ PVDF coated membrane works. Membrane shall be PVC/ PVDF coating with HT Polyester Yarns of 1100 Dtex and Type 2 from Serge Ferrari (1002S2) or Verseidag (Type - II) with minimum Weight of 1050 g/m2, minimum Tensile Strength (Warp/ Weft) - 4200/ 4000 N/5cm, minimum Tear Strength (Warp/ Weft) - 550/500 N. Fabric Flame Retadancy Rating to be Euro Class - Bs2, d0, Micro Organism Resistance and Warranty of 15 years. The design complies with the requirements of BS and, EU Standards. The tensioned membrane structure shall include engineering design of structural members and accessory parts. Membrane system shall include PVC/ PVDF coated Membrane Fabric, Wire Ropes and Cables, Shackles, Rigging Screws, and painting of structural member by way of Hot Dip Galvinized along with one coat of epoxy primer and two coats of Polyurethane paint on steel work at all locations prepared by sand blasting in required minimum 310 micron DFT (dry film thickness) for each coat as specified in particular specification. Clamps and tensioning hardware as per specification, drawings and engineers approval (Structural Steel work shall be Paid by weight sepretaly under steel work in builtup tubular item) The work is to be executed as per technical specification and direction of Engineer-In-Charge.)SERGE FERRARI/VERSEIDEG make

Providing and fixing G.I Chain link Fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per direction of Engineer in Charge Made of G.I wire dia 4mm

Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm)

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

Providing and fixing of flags of Sating cloth of different colours including sewing and printing of logo. Complete job as per direction of engineer Incharge

Providing and fixing of heavy duty net of thickness 2.5mm (mesh size 48x48 mm) to cover cricket prctice pitch on 3 sides & Top, as per direction of engineer in charge

Providing & fixing PVC Flexi Wickets 1 No. set of 3 wickets, 1 No stump on other side complete as per direction of engineer incharge

Providing and fixing ACP main board 3mm thickness on 1 x 1 inch tubular frame with writing of Name of stadium etc as per direction of engineer incharge 20' x 2'-6' = 50 sft

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.

carriage of sand for a distance 20 km by mt

carriage of stone aggregate for a distance of 20 km by mt