Tender For Construction Of Multi Sport Courts
Tender Value
24 Lakhs
Estimated cost
Bid Submission
16 Sep 2026
5 days left
EMD
48000
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jalpaiguri → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Multi Sport Courts
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Synthetic acrylic volleyball court Playing Court Surface High-performance multi-layer synthetic acrylic flooring system with acrylic primer coat over prepared asphalt surface to ensure proper bonding, adhesion, and uniform base for subsequent resurfacer and colour with coating layers. |
| 2 | First coat of acrylic resurfacer material to fill minor surface pores, cracks, and undulations, ensuring initial smoothness and base correction. Second coat of acrylic resurfacer for enhanced surface uniformity, improved cushioning effect, and preparation for final colour layers. First synthetic acrylic colour coat with UV-resistant pigment to achieve uniform colour distribution and durable playing surface. Final acrylic top colour coat with anti-slip finish, weather resistance, and long-lasting surface protection suitable for outdoor sports use. |
| 3 | Standard court size 18m × 9m with surrounding free zone minimum 3m on all sides |
| 4 | Total system thickness 3mm to 6mm ensuring controlled ball response and player comfort. |
| 5 | Minimum dynamic co-efficient of friction suitable for outdoor volleyball ensuring safe multi-directional movement without excessive grip. |
| 6 | Fully UV-stable system resistant to tropical sun exposure, heavy rainfall, humidity, and temperature variations without delamination or fading. |
| 7 | Dual-tone system: primary playing zone and contrasting free zone in FIVB-approved colors |
| 8 | Court Line Marking Permanent acrylic-based, non-slip, UV-resistant painted markings integrated into surface system. |
| 9 | Boundary lines, center line, attack line (3m line), service zone markings, and substitution zones as per FIVB regulations. |
| 10 | All markings 50mm width, uniform thickness, anti-skid finish. |
| 11 | Highly visible contrasting color (white preferred) ensuring visibility under natural and artificial lighting. |
| 12 | Resistant to abrasion, peeling, and fading under intensive international-level match usage. |
| 13 | Base & Sub-Base Construction (Asphalt Base) Reinforced Asphalt base (M25 grade RCC optional for high-performance courts) with crack prevention joints. WMM/WBM base course of 100mm thickness using graded aggregates to achieve required density and loadbearing strength. |
| 14 | Well-compacted granular sub-base with proper grading, minimum compaction density as per international sports flooring standards. Applying bituminous primer/tack coat over prepared aggregate base to ensure strong bonding between granular base and asphalt layers. 30 mm thick bituminous macadam layer using hot mix material including rolling and compaction to required density. 25 mm thick asphalt concrete wearing course with proper leveling, rolling, and compaction to achieve smooth sports-grade finish. Protective seal coat and carrying out final surface finishing improving durability, water resistance, and smoothness of asphalt court surface. |
| 15 | Maximum deviation ±3mm under 3m straightedge across entire playing surface. |
| 16 | Uniform slope 0.5% - 1% for efficient surface drainage without affecting playability. |
| 17 | Polyethylene or epoxy-based moisture barrier to prevent capillary moisture damage and blistering. |
| 18 | Designed to ensure no water stagnation within 10-15 minutes after rainfall. |
| 19 | Net System & Volleyball Equipment Galvanized MS steel posts, powder-coated, height adjustable, with internal tensioning system |
| 20 | FIVB-certified net made of high-tenacity polyester/nylon with reinforced top tape (7cm width), side bands, and tension cables. |
| 21 | Men: 2.43m/ Women: 2.24m, adjustable mechanism provided. |
| 22 | Flexible fiberglass antennae mounted on both sides of (1.8m). |
| 23 | Lighting System LED sports lighting achieving minimum 1000-1500 lux Mounted on Galvanized steel pipes of min 6M Ht. |
| 24 | Minimum uniformity ratio 0.7 or higher across playing surface. |
| 25 | Anti-glare fixtures with proper aiming angles to avoid player obstruction. |
| 26 | Benches with Cover Covered player bench.es with seating for team officials and substitutes (07 x Seats) |
| 27 | Accessories Electronic LED scoreboard |
| 28 | Elevated adjustable referee stand with safety padding and anti-slip steps. |
| 29 | UV-resistant waterproof PVC cover for surface protection during non-use periods. |
| 30 | Nivia Craters Volleyball |
| 31 | Construction of Athletic high jump facility High Jump Landing Pad Complete with heavy-duty foam cushioning, weather-resistant cover, stitching, edge finishing, Fasteners, Handles etc. Size: 6000 mm (L) × 4000 mm (W) × 700 mm (H) |
| 32 | Modular high-resilience polyurethane foam blocks arranged in multiple independent sections for ease of transportation and replacement. Foam shall be manufactured using CFC-free technology and shall have a service life of not less than 10 years under normal usage conditions |
| 33 | Foam shall comprise multiple density layers ranging between 18 kg/m3 and 30 kg/m3, providing progressive energy absorption. The bottom layer shall be of higher density to prevent athlete bottoming out while maintaining optimum rebound characteristics. |
| 34 | The landing system shall uniformly absorb impact energy over the entire landing area. Permanent deformation after repeated compression shall not exceed 5% after 80,000 compression cycles tested in accordance with ISO 3385 or equivalent standard. |
| 35 | Compression set of foam shall not exceed 8% after testing under ISO 1856 or equivalent. |
| 36 | Outer cover shall be manufactured from PVC-coated polyester fabric. UV stabilized, waterproof, mildew resistant and flame retardant. |
| 37 | Stitching shall be carried out using UV-resistant bonded polyester thread with double or triple lock stitching. |
| 38 | Heavy-duty corrosion-resistant nylon zippers with weather protection flap shall be provided. Buckles shall be manufactured from UV-stabilized engineering plastic. |
| 39 | Minimum 8 reinforced carrying handles shall be provided on each modular landing section. |
| 40 | Protective Cover Heavy-duty PVC-coated polyester protective cover of minimum 650 GSM shall completely cover the landing system and include reinforced corners, elastic tension cords and quick-release buckles. |
| 41 | Colour fading after 2000 hours UV exposure shall not exceed Grade 4 as per ISO 105-B02. |
| 42 | Weather cover shall withstand continuous rainfall of 100 mm/hour without water penetration. |
| 43 | High Jump Uprights Uprights shall be manufactured from extruded aluminium alloy 6061-T6 or 6082-T6 with minimum wall thickness of 3mm or equivalent galvanized steel construction. |
| 44 | Surface shall be anodized or polyester powder coated for outdoor durability |
| 45 | Height adjustment shall be continuously variable from 400 mm to 2130 mm |
| 46 | Height indication accuracy shall be within ±2 mm over the full adjustment range. |
| 47 | Laser engraved stainless steel metric scale with graduations at 5mm intervals.Markings shall be permanently visible and weather resistant. |
| 48 | Height adjustment shall incorporate self-locking stainless steel mechanism with positive engagement preventing accidental movement under vibration. |
| 49 | Uprights shall resist horizontal force of 500N applied at crossbar level without permanent deformation. |
| 50 | Base Frame Assembly Welded structural steel conforming to IS 2062 Grade E250 or aluminium alloy equivalent. |
| 51 | Steel components shall be hot-dip galvanized with zinc coating followed by polyester powder coating. |
| 52 | Minimum 100 mm diameter polyurethane wheels with sealed bearings suitable for synthetic athletic tracks. |
| 53 | Stainless steel levelling feet with adjustment range of ±25 mm |
| 54 | Crossbar Pultruded fiberglass reinforced epoxy composite.Length : 4000mm ± 20mmDiameter : 30mm ± 1mmWeight: Maximum 2.2 kg |
| 55 | Maximum permanent deflection after storage shall not exceed 20mm. |
| 56 | Injection moulded ABS or nylon hemispherical end pieces securely bonded to the crossbar. |
| 57 | Construction of Athletic long jump facility Run-up Area The runway shall be not less than 40m in length and 1.22m in width, with additional safe runoff zones on both ends. |
| 58 | The synthetic athletics surfacing with uniform thickness, shock absorption, spike resistance and slip-resistant properties. |
| 59 | Finished surface shall be level with a maximum deviation of ±3mm under a 3m straightedge, ensuring proper longitudinal drainage without water stagnation. |
| 60 | Permanent UV-resistant line markings shall be provided, including take-off zones, approach lane and foul line markings. |
| 61 | Surface shall ensure consistent traction, energy return, UV stability and weather resistance suitable for outdoor competitions. |
| 62 | Take-Off Board Assembly Take-off board shall be made of high-density treated hardwood or synthetic composite material encased in corrosion-resistant |
| 63 | 1210mm (L) × 200mm (W) × 100mm (D) in accordance with WA specifications. |
| 64 | The board shall be flush-mounted with runway surface and designed for easy removal and replacement without damaging the runway. |
| 65 | The board surface shall have high-contrast white finish for clear visibility. |
| 66 | Plasticine indicator board shall be provided for foul detection |
| 67 | Landing Pit (Sand Pit System) Minimum dimensions of 5m (L) × 2.75m (W) × 0.3m (D). |
| 68 | The pit shall be filled with clean, washed, rounded silica sand free from organic impurities, clay or sharp particles. |
| 69 | The pit shall include proper subsurface drainage with geotextile membrane and perforated piping to prevent waterlogging. |
| 70 | Perimeter shall include rubber safety edging to prevent injury and maintain structural integrity. |
| 71 | Sand surface shall be maintained flush with take-off board level with ±5 mm tolerance. |
| 72 | Landing Pit Cover System Heavy-duty UV-stabilized PVC-coated polyester fabric of minimum 650 GSM with waterproof and tear-resistant properties. |
| 73 | Secure anchoring system using stainless steel hooks, elastic cords or weighted edges to prevent wind displacement. |
| 74 | Cover shall withstand rainfall intensity of 100 mm/hour without leakage or sand contamination. |
| 75 | Take-Off Area Drainage & Edging System Sub-base shall include compacted granular layer with geotextile separation to ensure rapid drainage and stability |
| 76 | Aluminium or reinforced polymer edge restraints shall be provided to maintain runway alignment and prevent surface displacement. |
| 77 | Measurement System Measuring tape of minimum 50m length with housing and locking mechanism. |
| 78 | Fixed calibration point aligned with take-off board edge for accurate measurement as per WA rules. |
| 79 | Construction of Cricket practice pitch with synthetic Mat and Net Practice Pitch (Synthetic Turf – 2 Lanes) Two independent cricket practice lanes with synthetics Mat. |
| 80 | Each practice lane shall be minimum 20- 30m length and 3.0- 3.66m width. |
| 81 | Surface and subsurface drainage system with minimum 0.5% slope for rapid water runoff. |
| 82 | Practice Net System High-tenacity UV-stabilized HDPE/Nylon knotted or knotless cricket net, minimum 3- 5mm thickness, impact resistant. |
| 83 | Net height minimum 3.65m along both sides and backstop to safely contain cricket balls. |
| 84 | Approximately 40mm × 40mm or equivalent suitable for cricket ball containment. |
| 85 | Net Supporting Structure & Anchoring System Hot-dip galvanized MS tubular posts with powder-coated finish, minimum 100-140 mm diameter as per structural design. |
| 86 | RCC M20/M25 concrete footings with embedded base plates and anchor bolts ensuring structural stability. |
| 87 | Safety & Player Protection System Minimum 1.5-2.0m clear space around each practice lane for safe player movement |
| 88 | High-density EVA/PU foam padding on all exposed steel posts. |
| 89 | Rounded protective caps and edge protection on all exposed steel components. |
| 90 | Accessories Cricket bats, batting pads, batting gloves, batting helmets, thigh guards, arm guards, abdominal guards, wicket-keeping gloves and pads, stumps with bails, practice cricket balls (leather and training), cones, kit bags, and other essential training accessories. |
| 91 | Installation of goal post net and marking of existing Football Ground Installation of Goal Post Net HDPE Nylon Polyethylene Post Nets (White) for existing Goal Posts. Painting of existing goal posts. |
| 92 | Ground Marking UV-resistant painted markings for whole ground |
| 93 | Accessories Nivia Storm white football |
| 94 | Goalkeeper Gloves with adjustable wrist band Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysSep 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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