Public Works Department-PWD has published Re Laying Of World Athletics Approved 400 Mtr. Synthetic Athletic Track At Chhatrasal Stadium, Delhi. Re Laying Of World Athletics Approved 400 Mtr. Synthetic Athletic Track At Chhatrasal Stadium, Delhi.. Submission Date for this Tender is 26-02-2022. Stadium Tenders in delhi Delhi. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 25-Feb-2022 | Change of date Opening of Tender | Date | 26-02-2022 |
| 2 | 25-Feb-2022 | Modification in NIT. | Other | 26-02-2022 |
| Sl. No. | Item Description |
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed : All kinds of soil |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near thesite and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. |
| 4 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved. |
| 5 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site,for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 6 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg/sqm |
| 7 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 8 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 10 | 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. |
| 11 | Providing and laying in position cement concrete of specified grade including the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 12 | Providing and laying in position cement concrete of specified grade including the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 13 | Centering and Shuttering including sturting proping and removal of formwork for Foundations, footings, bases for columns |
| 14 | Centering and Shuttering including sturting proping and removal of formwork for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 15 | Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 16 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) |
| 17 | Neat cement punning |
| 18 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. |
| 19 | Total |
| 20 | Add Cost Index 22.69%:- |
| 21 | Total |
| 22 | Demolishing of pre fabricated ACO DRAINchannel as per the direction and entire satisfaction of engineer-in-charge. |
| 23 | Providing and placing in position 60 mm thick factory made machine batched & machine mixed Precast RCC Perforated Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including providing 25-50 mm dia perforations @ 100 to 125 mm c/c including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surfaceetc i/c cost of cartage, all leads & lift, handling at site etc. All complete as per direction of Engineer-in-Charge. |
| 24 | Supply and installation of competition equipment as per requirements/ specifications laid down by IAAF/WA and as per direction of Engineer-in-charge. Pole vault box collar of size minimum dimension, 146cm (L) x 122cm (B), the distance from the rear edge of the box collar at its base to the rear edge of the box collar cut out shall be at least 38 cm, made of welded stainless steel constructions, comes with blanking board made of aluminum and sockets at bottom for drainage of water all complete as per direction of the Engineer-in-charge. |
| 25 | Supply and installation of competition equipment as per requirements/ specifications laid down by IAAF/WA and as per direction of Engineer-in-charge. Take off board system for long jump and triple jump, made of solid wood approximately 20 centimeters wide, at least 1.22 meters long and 9.5 centimeters thick. Welded aluminum tray protects take-off area and facilitates easy replacements of take-off board and plasticine board. Comes with heavy construction aluminum blanking lid for durability |
| 26 | Supply and installation of competition equipment as per requirements/ specifications laid down by IAAF/WA and as per direction of Engineer-in-charge. Short put throwing circle/ ring, made from aluminum. It is a circle with an inside diameter of 213.5 cm and having bracings. |
| 27 | Supply and installation of competition equipment as per requirements/ specifications laid down by IAAF/WA and as per direction of Engineer-in-charge. Discuss throwing cage complete with Ring, net and ground sleeves, made of heavy duty 92 mm Square Steel Tube, HOT GALVANIZED for long life. Poles can be detatched from centre for easy transportation and hinged for easy lifting during installation. All poles are bound together with the help of tie bars for sturdiness of the cage. The discus ring is made from aluminum and having bracings. It is a circle with an inside diameter of 250 cm. Machine knitted 5 mm thick net with square mesh of size 40 mm. Net is UV stabilized for long life. Steel tube is used on the top of the net to avoid sagging. The net can be raised and lowered by devices on each post. One set consists of seven 4 m posts. |
| 28 | Supply and installation of competition equipment as per requirements/ specifications laid down by IAAF/WA and as per direction of Engineer-in-charge. Water jump hurdle/barriers, made of Heavy duty foldable beam made of square pipe covered with thick waterproof solid plywood. Base legs & base are made of steel square pipe with spring loaded snap lock system for easy adjustment of three different required heights i.e. 762 mm, 838 mm and 914mm. Legs are fitted into sockets grouted in the ground. Painted with premium quality polyurethane paint for longer life & durability, easy to install & foldable for easy transportation all complete |
| 29 | Supply and installation of competition equipment as per requirements/ specifications laid down by IAAF/WA and as per direction of Engineer-in-charge. Discuss cum hammer throwing cage complete with Ring, net and ground sleeves, made of heavy duty 100 mm Square steel Tube, HOT GALVANIZED for long life. Poles can be detached from centre for easy transportation and hinged for easy lifting during installation. Easy to bind the poles together with the help of tie bars for sturdiness of the cage. Gates are attached to the poles using four hinges and both gates include wheels for easy movement. Net shall be 5 mm thick (machine knitted) with 40 mm square mesh andUV stabilized for long life. Steel tube should be used on the top of the net to avoid sagging. The net can be raised and lowered by devices on each post. One set consists of six 7 m posts, four 10 m posts and two gates with trolley. |
| 30 | Supply and installation of competition equipment as per requirements/ specifications laid down by IAAF/WA and as per direction of Engineer-in-charge. Stop board for Shot put rings dia- 2.135m |
| 31 | Supply and installation of competition equipment as per requirements/ specifications laid down by IAAF/WA and as per direction of Engineer-in-charge. Reducer for hammer cum discuss ring |
| 32 | Supply and installation of competition equipment as per requirements/ specifications laid down by IAAF/WA and as per direction of Engineer-in-charge. Track kerbing aluminum set for standard 400m 8 lane track with heavy gauge aluminum features a box profile top. Held in place by 10 mm off the track surface for rapid drainage. Each section of kerbing is milled to allow easy drop in or removal of corresponding sections in anodized finish. |
| 33 | Providing, laying & jointing in position HDPE pipe conforming to IS:4985-2000 and suitable for the respective working pressures with all fittings and accessories e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. jointing as per manufacturer"s recommendation, including earth work in excavation and refilling (Earth work includes 450mm of soil cover over the pipe and width of 300mm),complete as per requirement and as per direction of Engineer-in-charge. HDPE Pipe160mm OD/PN-10/PE-100 |
| 34 | Providing, laying & jointing in position HDPE pipe conforming to IS:4985-2000 and suitable for the respective working pressures with all fittings and accessories e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. jointing as per manufacturer"s recommendation, including earth work in excavation and refilling (Earth work includes 450mm of soil cover over the pipe and width of 300mm),complete as per requirement and as per direction of Engineer-in-charge. HDPE Pipe110mm OD/PN-10/PE-100 |
| 35 | Sprinkler & Accessories Providing and fixing of Large Radius Pop up Sprinkler with Gear driven mechanism having 2" female inlet, dia of coverage 84.0m at 6.0 bar, capable of delivering discharge 15.6 lps and trajectory of throw 25°. It is suitable for sports fields like Football, Rugby, Hockey, Cricket, Soccer& Baseball. It should have a feature of special internal rubber folding top, avoids the passage of powder, sand and dirty water around the telescopic pipe complete as per requirement and as per direction of Engineer-in-charge. |
| 36 | Providing and installation of Connecting assembly for 2" Pop-up Sprinkler, complete as per requirement and as per direction of Engineer-in-charge. |
| 37 | Providing and fixing of 1" One piece Brass QCV having auto close lid made of heavy duty rubber when QCV is not in use, one piece construction, having stainless steel spring, brass valves, complete as per requirement and as per direction of Engineer-in-charge. |
| 38 | Providing and fixing of 1" Brass QCV Key with handle with 1" outlet, complete as per requirement and as per direction of Engineer-in-charge. |
| 39 | Providing and fixing of 1" Brass QCV Key Brass swivel elbow, complete as per requirement and as per direction of Engineer-in-charge. |
| 40 | Providing and fixing of Metallic Service Saddle 110mm x 1",complete as per requirement and as per direction of Engineer-in-charge |
| 41 | Valves & Accessories Providing and fixing of 6" Butterfly Valve for Isolation. It shall be with integral synthetic rubber lining. It shall be lever operated quarter turn and offers bi-directional smooth operation. The hydraulic body test pressure of the cast iron buffer type Butterfly Valve is 15 bar and hydraulic seat test pressure of the product is 11 bar complete as per requirement and as per direction of Engineer-in-charge. |
| 42 | Providing and fixing of 20" Rectangular Valve Box with cover. The valve boxes shall be high strength, high density polyethylene constructed material. It should be UV stabilizer with anti oxidants, resistant to moisture, complete as per requirement and as per direction of Engineer-in-charge. |
| 43 | Providing and fixing of 6" Round Valve Box with cover. The valve boxes shall be high strength, high density polyethylene constructed material. It should be UV stabilizer with anti oxidants, resistant to moisture, complete as per requirement and as per direction of Engineer-in-charge. |
| 44 | Providing and fixing of Glass Reinforced Polyamide 2" size quick pressure relief valve. The maximum working pressure shall be 10 bar. |
| 45 | Providing and fixing of a double acting Continuous Air release cum vacuum relief valve 2" made of Aluminum. The Continuous Air release valve shall be capable of both releasing and admitting air from and into the line during system operation. The working pressure shall be 10 Bars and testing pressure shall be 16 Bars, complete as per requirement and as per direction of Engineer-in-charge. |
| 46 | Providing and fixing of double acting Air release valve 2" made of high strength plastic with fiber glass reinforced. The Air release valve shall be capable of both releasing and admitting air from and into the line during system operation. The working pressure shall be 10 Bars and testing pressure shall be 16 Bars, complete as per requirement and as per direction of Engineer-in-charge. |
| 47 | Filtration Unit Providing and fixing of Disc filter (120 mesh) 50m3 /hr having an inlet & two outlets connections of 3", 2 pressure gauze ports of 3/4" ,a helix made of fiber glass reinforce polyamide at base of disc filter cartridge to create a helical effect in the incoming water ,spinning particulate in suspension away from the filtering element and so minimizing cleanings frequency ,3/4" outlet for flushing at bottom of filter & maximum working pressure of 14 bars, complete as per requirement and as per direction of Engineer-in-charge. |
| 48 | Providing and fixing of SS Pressure Gauge (Glycerine filled) complete as per requirement and as per direction of Engineer-in-charge. |
| 49 | Providing and fixing of 6" header assembly made of MS pipe with powder coating including footvalve,complete as per requirement and as per direction of Engineer-in-charge. |
| 50 | Automation Unit Providing and fixing of 3" BSP Straight flow Solenoid valve with flow control which shall be normally closed 24 VAC 50/60 cycle solenoid actuated angle pattern design. The valve pressure rating shall not be less than 10.5 bar. The valve body shall be constructed of high impact, weather-resistant Nylon Glass Filled with heavy duty diaphragm and stainless steel screws, fasteners and components. The valve shall have manual open/close control (internal bleed) for manual opening and closing of valve without electrically energizing the solenoid, manual bleed can be removed for "tamper proof" operation. The valve shall operate with minimum 24 VAC at 10.5 bar. The valve must open or close in less than 1 minute at 10.5 bar, and less than 30 seconds at 0.7 bar. The valve construction shall provide for all internal parts to be removable from the top of the valve without disturbing the valve installation, complete as per requirement and as per direction of Engineer-in-charge. |
| 51 | Providing & fixing of 8 stations Controller with real time based and 6 start time in a day. HIT (USA), K-Rain (USA), Orbit (USA) |
| 52 | Providing and fixing of DBR Connectors. It shall be pre filled, low voltage, dry splice, Direct Bury, water proof wire connector that protect electrical connection from corrosion and moisture. Each splice Kit contains Two wire nuts, water proof, Gel- filled housing and 1 dual splice organizercomplete as per requirement and as per direction of Engineer-in-charge. |
| 53 | Providing and fixing of Pump start relay of make Pla/Havells or equivalent complete as per direction of Engineer-in-charge |
| 54 | Providing and fixing of 1.5sq. mm single core copper conductor cable 24 voltin the existing conduits, complete as per requirement and as per direction of Engineer-in-charge. |
| 55 | Providing and fixing of 16 sq. mm triple core copper conductor cable 24 volt in the existing conduits, complete as per requirement and as per direction of Engineer-in-charge. |
| 56 | Providing and fixing of PVC Conduit Pipe 32mm dia for laying of electric wires on surface/cable tray etc, complete as per requirement and as per direction of Engineer-in-charge. |
| 57 | Providing and fixing of Constant Voltage stablizer for controller, of make Automat/Havells or equivalent complete as per direction of Engineer-in-charge |
| 58 | Supplying and installation of 50H.P coupled pumping set with electronic controller etc. or equivalent, making connections suitable for T W/D.C.B/ open well. the job includes screwing and welding of flanges on GI B-class riser pipes, installation of complete fittings and accessories with riser pipes, jointing of electrical cable and other connections .layout of the same along with details of product is to be got approved by the engineer-in-charge. |
| 59 | Providing and laying IAAF approved Synthetic Athletics Track FULL PUR System surface (EPDM only) dully IAAF certified, spread with coloured EPDM Granules water impermeable layer consist of bound sub base (closed asphalt), for plastic rubber granules 1.4 mm fixed with a cast coating 3-5 mm per layer and structured cast coating 3-5 mm spread with EPDM 1-4 mm, system should fulfill the following properties: Water impermeable, Pore-filled, self leveling, jointless, granulated surface for anti-slip properties, can handle constant stresses by spikes, dynamic elasticity, excellent appearance and colours including marking on the surface all completeas per requirements/ specifications laid downby IAAF and as per direction of the Engineer-in-charge. Normal Stress Areas with a minimum thickness of 15 mm of finished track surface. |
| 60 | Providing and laying IAAF approved Synthetic Athletics Track FULL PUR System surface (EPDM only) dully IAAF certified, spread with coloured EPDM Granules water impermeable layer consist of bound sub base (closed asphalt), for plastic rubber granules 1.4 mm fixed with a cast coating 3-5 mm per layer and structured cast coating 3-5 mm spread with EPDM 1-4 mm, system should fulfill the following properties: Water impermeable, Pore-filled, self leveling, jointless, granulated surface for anti-slip properties, can handle constant stresses by spikes, dynamic elasticity, excellent appearance and colours including marking on the surface all completeas per requirements/ specifications laid downby IAAF and as per direction of the Engineer-in-charge. High Stress Areas with a minimum thickness of 20 mm of finished track surface. |
| 61 | Providing and laying IAAF approved Synthetic Athletics Track FULL PUR System surface (EPDM only) dully IAAF certified, spread with coloured EPDM Granules water impermeable layer consist of bound sub base (closed asphalt), for plastic rubber granules 1.4 mm fixed with a cast coating 3-5 mm per layer and structured cast coating 3-5 mm spread with EPDM 1-4 mm, system should fulfill the following properties: Water impermeable, Pore-filled, self leveling, jointless, granulated surface for anti-slip properties, can handle constant stresses by spikes, dynamic elasticity, excellent appearance and colours including marking on the surface all completeas per requirements/ specifications laid downby IAAF and as per direction of the Engineer-in-charge. High Stress Areas with a minimum thickness of 25 mm of finished track surface. |
| 62 | Total |
| 63 | Less 9.50% as per Delhi Govt. Circular:- |
| 64 | Total |
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