Indian Army-IA has published Tender For Construction Of State Of Art Tennis Court At Haripal Kaushik Sports Complex At Jalandhar Cantt. Submission Date for this Tender is 06-10-2023. Sports Complex Tenders in haripal Punjab. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 1. Schedule of work. List of stores/ Items/ services shall be required as per the Technical Specification and relevant IS/ guidelines. The Total covered area of the Tennis Court is 120 Ft x 60 Ft with GI woven welded wire Mesh fence of height 2.6 m fixed over 1.00 m high brick masonry wall. |
| 2 | (a) Dimension (i) Type - Single Court (ii) Overall dimension - 12 ft x 60ft with 8’ 6’’ high GI wovenwelded wire mesh, (wire dia 4 mm)fencing fixed with MS ISA 50x50x6mm posts. (iii) Playing Area- 78 ft x 36 ft |
| 3 | (b) (i) Site development and surface dressing. Grass, topsoil and other unsuitable materials not exceeding 30 cm deep and averaging 15 cm deep shall be removed from the court area and site. All trees and stumps are to be similarly removed. (ii) Earth Work. (aa) Where it is necessary to raise the levels of all or part ofthe court area, such filled material should be free of organicand/or unsuitable material and shall be placed in layers notexceeding 25cm in depth as per Section 3 of SSR Pt I : 2009. (ab) Each layer shall be well rammed, watered and compactedin layers to true surface gradient prior to the laying of the nextlayer as directed by the site Engineer or IS specification. (ac) 100 mmthick hardcore of broken stone or boulder obroken bricks gauge exc 63 mm but n exc. 100 mm, deposited,spread and leveled in layers n exc. 15 cm thick, watered androlled/ rammed to a true surface. Geotextile membrane shall beused for larger area. |
| 4 | (iii) PCC (1:1.5:3) M20 grade volumetric or nominal mix. 100 mm thick PCC 1:1.5:3 (using 20 mm graded stone aggregate) of strength M20 volumetric or nominal mix shall be provided as sub base laid over well rammed and compacted hardcore surface with gradient 1 : 100 along two planes or 1% in two direction. No additives are to be used in the concrete mix. On this sub-base, black or orange grade polythene of 200 micron thickness shall be placed. (aa) The reinforcing fabric shall be overlapped to a minimum ofone squarein each direction and securely tied at 1.5m centersthe mesh shall be accurately placed in the concrete to ensure aminimum cover of 30mm as per IS 456-2000 specification. (ab) Within 48 hours of the concrete pour, a full constructionJoint should be installed under the net line of the court, to createtwo independent slabs. A series of 3mm x 30mm saw cuts shallbe cut along the base lines and up the center of the court to minimize random cracking. (ac) The concrete is to have a light broom surface finish andexhibit the following properties: (i). M20 grade (Min); (ii). 80mm slump (Max), and (iii). 20mm max size aggregate. (ad) The final tolerance on the finished surface shall be +/- 4mmsuch that no point on the court shall vary greater than 4mm undera 3.0m straight edge on any two points on the court. (ae) A minimum of 28 days of curing of the concrete shall beallowed prior to applying the synthetic surface. |
| 5 | (c)11 Layer Synthetic Flooring. Application of one (01) layer ofre-surfacer over a primer surface of concrete, Eight (08) layers of dense rubber cushion and two (02) layers of colour & court marking with Chemical resistant, Anti glare. Colour shall be approved by the consignee. (d) Drainage System. (i) 230 mm thick Brick masonry wall storm water drainage (Open drain) of size 450 mm deep and 450 mm wide shall be provided along the longer and shorter axis of the newly constructed court and shall be connected with the existing drains with suitable slop/ gradient 1:40. (ii) 100 mm thick PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) laid over 100 mm thick well rammed and compacted surface of hardcore of stone boulders or brick boulders not exceeding 63 mm gauge shall be provided for brick masonry drains. (iii) 50 mm thick PCC 1:3:6 using 20 mm graded stone aggregate shall be provide at the top the drains wall as copping. (iv) PCC/ Brick masonry sump pit of size 450mm x 450mm (inner dimension) Mild Steel cover with MS flat iron grating of size 25mm x 3mm with ISA frame of size 30x30x5 mm shall be provided with proper gradient as per the site condition or as approved by the consignee. (v) PCC/ Brick masonry sump shall be connected with the Drains with PVC SWR pipes of dia 80-100 mm of pressure 6 kg/cm2 laid in the trenches 200-300 mm deep as directed by the consignee/ site engineer. Make of the PVC SWR pipe- Supreme/ Prince/ Finolex etc. |
| 6 | (e)Construction of Brick Masonry wall. (i) 230 mm thick brick masonry wall in cement mortar 1: 6 shall be constructed on two sides of court along width upto one meter (01) height and plastered with cement mortar 1 : 4 on both faces above Natural ground level. (ii) 345 mm thick brick masonry wall in cement mortar 1 : 6 shall be constructed upto Ground Level. In Foundation footing 75 mm thick PCC 1:4:8 type D2 (Using 40 mm graded stone aggregate) over 100 mm thick hardcore of stone boulders or brick boulders over the well rammed and compacted earth surface. (iii) 50 mm thick PCC 1:3:6 type C1 (using 20 mm graded stone aggregate shall be provided as copping on the top of the brick masonry wall. (iv) Wall shall be painted with cement base paint or exterior emulsion paint over a coat primer on plastered surface. (f)GI woven welded wire mesh fencing. (i) GI woven welded wire mesh 4mm dia of spacing 25mm x 75mm rectangular shape fencing welded on MS ISA 50x50x5mm shall be welded Mild Steel SHS 60x60x6mm shall be grouted in PCC 1:3:6 type C1 (20mm graded stone aggregate) M20 upto 800mm deep matched with brick masonry wall. The size of the GI woven welded wire mesh panel shall be 3.00mm x 2.60mm. (ii) Two coats of synthetic enamel paint over a coat of red oxide primer on MS surface of the fencing shall be provided as approved by the consignee. |
| 7 | (g) PCC Chequered tiles path (i) PCC chequered tiles (reflective type) path of 1.20m wide shall be provided from the existing road to the Tennis Court. The size of the chequered tiles shall be 200mm x 200mm x 25mm set, jointed and pointed in neat cement slurry with grey pigment cement and pigments in floor. Wet transverse strength of the chequered tiles shall not be less than 4.5 N/mm2 and conforming to IS 13801:1993. (ii) The chequered tile (reflective type) shall be laid over 25mm thick sand cushion over 100mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) over 100mm thick hardcore of stone boulder or brick boulders on well rammed and compacted earth surface. (iii) 150mm wide, 200mm thick PCC 1:3:6 type C1 (using 20mm graded stone aggregate) as copping shall be provided both side of the path. |
| 8 | (h)Kota Stone flooring. (i) Machine cut kota stone slab flooring 20-25mm thick of size 595mm x 595mm laid over cement 15mm thick screed bed in cement mortar 1:6 and jointed with grey cement slurry mixed with pigment to match the flooring shade including rubbing and polishing to achieve glossy finish. (ii) Screed bed shall be laid over 100mm thick PCC 1:4:8 type D2 (using 40mm gradedstone aggregate) over 100 mm thick stone boulder/ brick bats well rammed and completed in layers over well rammed and compacted earth surface complete all as directed the consignee. (iii) Width of Kota stone platform shall be 4.00m along with the length of the Tennis Court shall be provided as approved by the consignee. |
| 9 | (j) MS net post. (i) 100-125 mm dia MS tubular MS pipe round or square medium grade, with internal or external winding mechanisms. The center of the posts shall be 0.91 m outside the court side lines. The height of the posts shall be such that the top of the metal cable shall be 1.07m above the playing surface at the net post location, and 900 mm above the playing surface at the court center. (ii) Net posts (or sleeves for net posts) shall be placed PCC 1:3:6 type C2 (using 20 mm graded stone aggregate) footing of size 350 mm diameter and 600 mm depth (minimum), as directed by the consignee. Hook for fixing of net shall be provided as per the international Tennis court and Sport Field Builders Association. (iii) MS net posts shall be painted with two coats of synthetic enamel paint over a coat of red oxide primer best quality of approved colour by the consignee. |
| 10 | (k) Tennis Court Net. (i) Generally 760 mm drop or full drop. Refer to manufacturer’s guidelines relative to various net qualities, and attachment to net posts shall be provided. (ii) Woven center strap with suitable steel attachment set in concrete footing (200 mm diameter, 150 mm depth), central to net line shall be provided. |
| 11 | (I) Tennis court draw curtains. (i) Netting curtains around tennis courts are primarily used to divide adjacent courts or keep balls within the playing area in a landscaped garden situation, which would aesthetically suffer from the 29 provision of a GI woven welded wire mesh fence. The curtains should be designed with a height to suit the location, generally 3.05 m or 3.65 m and with appropriate splits or gaps to suit the court’s access points and support structure. (ii) The number of individual splits in the curtains should be minimized to eliminate potential points where balls will travel beyond the court perimeter. Net curtains can be made to any size (height and length) and any shape. For example, if a curtain was running along a sloping wall the base could be tailored to match the slope. (iii) All curtain lengths are made 15% longer than the opening width to allow for the ‘curtaining’ effect. Longer curtains – those exceeding 15m – can allow 10%. Nets will comewith support clips allowing them to be clipped to the upper support cable after the cable has been installed and fully tensioned. This connection feature also allows for the nets to be easily removed for repairs, entertainment or seasonal requirements. (iv) The bottom cord will generally be supplied with a lead core rope, which has been machine attached to it, in order to minimize movement in windy conditions. Under certain circumstances when high winds are expected, the lead weighting of the bottom cord must be increased or the bottom cord has to be restrained by a ground cable and attachment clips. |
| 12 | (m) Flood Lighting (LED). (i) 06 NoS LED Flood lights 200 watt, 230 volts IP 66waterproof, dustproof white colour shall be mounted on 80-100 mm MS tubular pole medium grade of approved quality. Make of LED lights – Phillips/ Havells/ Crompton/ Wipro or equivalent Make ISI marked. (ii) Pole locations – Six light poles are required, either side mounted or corner mounted. (iii) Required footing – The required reinforced foundation varies with pole height, fencing, soil condition etc, and should be established by a qualified engineer. As a guide, a reinforced concrete foundation of 300mm diameter by 1000mm depth in normal ground conditions should be satisfactory. (iv) Mounting height 6.7m (minimum). (v) MS pole shall be painted with two coats of synthetic enamel paint (ordinary tint) over a coat of red oxide primer best quality of colour approved by the consignee. (vi) One (01) double door weather proof distribution box 4 way with suitable MCB 65 Amp and above, earthing electrode, full electric wiring single core HRFR PVC insulated copper conductor (unsheathed) cable, 1100 volt of size 1.5/2.5/4.0 sq mm from distribution boards to poles and to the fixture and also connected with existing power supply point completed all as approved by the consignee. Make – Havells/ Phillips/ RR Cable or equivalent make. |
| 13 | (n) Stainless Steel Bench. |
| 14 | (n) Stainless Steel Bench. Six (06) Nos Stainless steel benches (SS304) three seater capacity with cushion pad and Arms rest ISI certified of approval model shall be provided. |
| 15 | (o) Stainless Steel Towel Stand. Two (02) Nos stainless steel towel stand of size 740mm x 570mm x 700mm moveable on wheel shall be provided. Quality shall be approved by the consignee. (p) Umpire chair. One (01) Nos of Umpire chair made of stainless steel (SS304/SS306) of cross section 60mm x 30mm of height 1550 mm shall be provided as approved by the consignee. (q) Stainless steel score board. One (01) Nos stainless steel score board sheet score board of size 640mm x 520mm with stand of premium quality shall be provided. (r) Plinth Protection. 750 mm wide chequered tiles of size 200x200x25 mm jointed with neat slurry cement grey of pigment laid over 15 mm thick screed bed in CM 1:6 over 53 mm thick PCC 1:3:6 type C1 (using 20 mm graded stone aggregate) over compacted earth surface shall be provided. |
| 16 | Note:-(a) All the facilities shall be under five standard warranty againstfading, peeling and cracking of the synthetic surface and any defect in theflood lights, stainless steel items etc. (b) The following IS code shall be followed:- (i) IS 383-1970 (2nd Revision)- For Coarse and fine aggregate. (ii) IS 456-2000 (3rd Revision)- For PCC & RCC. (iii) IS 516-1959 - Method for test for strength of concrete. (iv) IS 8112-1989 (1st Revision) - 43 Grade OPC specification. (v) IS 1077-1992 (5th Revision) - Common Burnt clay building bricksspecification. (vi) IS 800-1984, IS 808-1989 & IS 4923-1997- For fabrication of SteelStructure & metal arc welding specification. (vii) IS 13801-1193 - Specification of chequered tiles. |
| 17 | (c) Details missing, if any shall be assumed to be provided by the vendor/ contractor as per the standard Engineering practice and shall be approved by inspection team of the consignee. Whenever there is variation between drawings and technical specification, technicalspecification shall be followed. (d) Accepting officer is free to get all part/ any part checked for quality confirmation as given in the tech specification. Cost of testing/ inspection shallbe borne by the vendor/ contractor. (e) Post completion of the work, site shall be cleared, removed all constructionmaterial from the site shall be the responsibility of the vendor/ contractor. |
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