Tender For Construction Of Synthetic Athletic Track (Sat) At Central Regional Centre, Bhopal, Madhya Pradesh; 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 getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2 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. 3 Supplying and stacking Good earth from out side lead up to 5 km. 4 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil 5 Supplying and stacking at site. Moorum 6 Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankmentsfor roads, flood banks.All kinds of soil 7 Disposal of Excavated Earth/moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading Upto 5 KM 8 Filling with available earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer-in-charge. 9 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 10 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. with material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 11 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 for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in Charge. 12 Providing and laying primer coat over WMM surface with bitumen Emulsion medium setting yup @0.75Kg per 10 Sqm area as per clause No.502 of MORT & H specification of road works (Ivth Revision) of 2001/latest edition . 13 Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. On bituminous surface @ 0.25kg/sqm sqm 10.05 14 Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns 15 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 16 PCC BED FOR DRAIN in Cement Concrete 1:4:8 with stone aggregate 20mm nominal size in foundation and plinth. 17 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 18 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) 19 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 20 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. 21 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 seamless type tubes 22 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 23 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. 24 1:2:4 (1cement:2coarse sand:4 graded stone aggregate 20mm nominal size) 25 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. 26 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) 27 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works upto plinth level 28 Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns 29 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 30 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more 31 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) 32 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 750 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, , all as per direction of Engineer-in-charge. Make K K or equalent. 33 Cement plaster in coarse sand 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) 34 Uprooting rank vegetation and weeds by digging the area to a depth of 30cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. 35 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). 36 Providing and laying bermuda grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. 37 Providing and laying Synthetic Athletic Track surface (FULL PUR System) minimum 15mm thick including marking on the surface and class II certification by World Athletics (earlier IAAF) all completed as per specification laid down by World Athletics (earlier IAAF) and as per direction of the Engineer-in-Charge. The product should be European/American/Australian origin only. The bidder should have experience in such installation in India for at least 5 Class II certified track with the same proposed product in the last five years. 38 Construction of sand filling in jumping pits, including cost and conveyance of all materials and labour harges to the site to fill the sand in pits and complete finished item as per drawing and as directed by Engineer-in-charge. 39 Providing and Injecting chemical emulsion for Pre-construction Anti-termite treatment, creating continuous chemical barriers under and around the column pits, walls, trenches, basement excavation, top surfaces of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits, with Chloropyriphos emulsifiable concentrates of 20% cocnetration at 3.19 liters/sqm., including cost of chemical diluting in water to one percent concetration, labour, HOM complete as per specifications 40 Discuss Hammer Combind with Cage, Pole and Net. 41 Shot Put Throwing Circe 42 Pole Vault 43 Take of Board System (Long Jump) 44 Take of Board System (Triple Jump) 45 Shot Put Stop Board 46 Water Jump Hurdle 47 Aluminium Kerbing 48 Pipe line work: Providing, laying & jointing in position PVC 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 manufacturers instruction, including earth work in excavation and refilling (Earth work includes 750mm of soil cover over the pipe and width of 300mm). Pipe 90mm OD ‐ 10 Kg/ cm2 49 Pipe 75mm OD ‐ 10 Kg/ cm2 50 Pipe line work: Providing, laying & jointing in position PVC 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 manufacturers instruction, including earth work in excavation and refilling (Earth work includes 400mm of soil cover over the pipe and width of 200mm). Supreme / Finolex / Prince Pipe 63mm OD ‐ 10 Kg/ cm2 51 Pipe 50mm OD ‐ 10 Kg/ cm2 52 Providing and laying bituminous macadam Strictly As per World Athletics (earlier IAAF) Guidelines under the supervision of synthetic track manufacturer representative/ engineer using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, alignment and level by special lazer equipment and rolling with smooth wheeled , vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5 0% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 53 Providing and laying Bituminous concreteStrictly As per World Athletics (earlier IAAF)Guidelines under the supervision of track manufacturer representative/ engineer 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, alignment andlevel by special lazer equipmentand 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.25 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. 54 Supply and installation of Gear Driven Pop up (For Large Lawn) capable of delivering 6.5 ‐ 115.5 lpm with radius of coverage from 12.2‐22.9 mtr at 2.8 ‐ 6.9 bar. The sprinkler shall be available with six (6) numerically coded nozzles with a trajectory of 25°. The sprinkler shall be adjustable in both part circle and a true full continuous 360° circle configuration. The adjustable part circle unit shall be minutely adjustable from 50° to 360°. The sprinkler shall have a top arc adjustment carried out by rotation of a flat blade screwdriver within the top cover. The sprinkler shall have an arc indication arrow on the top of sprinkler displaying the coverage pattern set. The adjustable unit shall be adjustable in all phases of installation (i.e., before installation, after installation while static, and after installation while in operation). plastic material having 1 inlet & 5 Popup height to Nozzle. ii) Arc memory clutch with position recall. iii) Top Arc Adjustment with Graduated Arc Set Degree Marking on top iv) Reverse Mechanism. v) Standard Check Valve for Elevation Difference. Perrot (Germany) / Toro (USA) / Hunter (USA) 55 Supply and installation of 1 swing joint. Swing joints that provide the flexibility to align the sprinkler to proper grade and level positioning to ensure optimum water use through maximum nozzle distribution uniformity. The swing assemblies shall be used as a flexible swing joint assembly for 1 inlet sprinklers. The standard 2x90 models provide two 90’s at the outlet for alignment in two directions. Constructed from schedule 80 PVC for durability and provides double o‐ring seals on all swing fittings to ensure a lifetime of reliability and leak free performance, Low friction loss characteristics, 315 psi pressure rating, 800 psi burst pressure safety rating, Constructed from schedule 80 PVC for durability and provides double o‐ring seals on all swing fittings to ensure a lifetime of reliability and leak free performance. Dura (USA) / Toro (USA) / Lasco (USA) 56 Providing & Fixing of 1 One piece Brass QCV with one‐ and two‐piece single‐lug models including ACME thread key connection, Stainless steel Cover for durability, that restricts access. Toro / Hunter (USA) / Perrot (Germany) 57 Providing & Fixing of 1 Brass QCV Key with handle with 1 outlet. Toro / Rainbird / Hunter (USA) 58 Providing & Fixing of 1 Brass QCV Key Brass swivel elbow.Toro / Rainbird / Hunter (USA) 59 Supply and installation of 1 QCV swing joint. Swing joints that provide the flexibility to align the sprinkler to proper grade and level positioning to ensure optimum water use through maximum nozzle distribution uniformity. The QCV swing assemblies shall be used as a flexible swing joint assembly for 1 QCVs. The standard 2x90 models provide two 90’s at the outlet for alignment in two directions. Constructed from schedule 80 PVC for durability and provides double o‐ring seals on all swing fittings to ensure a lifetime of reliability and leak free performance, Low friction loss characteristics, 315 psi pressure rating, 800 psi burst pressure safety rating, Constructed from schedule 80 PVC for durability and provides double o‐ring seals on all swing fittings to ensure a lifetime of reliability and leak free performance. Quick Coupler outlet shall include both an anti‐rotation and position stabilizing feature to ensure the quick coupling valve stays secure during key installation and removal.Dura / Toro / Lasco (USA) 60 Providing & fixing of Valve of H.D.P.E Valve Box with cover that are with durable construction, with heavy‐duty wall sections designed to provide a secure enclosure, Lid Design shall be to keep dirt out to prevent jamming and provides improved grip for lid removal and easy access to the equipment inside. Dura / Toro / Carson (USA) 10 Round valve Box 61 12 x 17 x 12 Rectangualr valve Box 62 Providing and fixing of Pressure relief valve size 2 along with bypass arrangement, cover & necessary fittings. It shall be adjustable Pressure setting for maximize performance. Harit / Automat / Aqua (India) 63 Providing & fixing of a double acting Continuous Air release 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. Harit / Automat / Aqua (India) 64 Supply, fixing & commissioning of 63mm PVC Double Union Ball Valve, security pivot to maintain lever in space, double water tight joint, direct injection stem, Stem O‐Ring, non mechanical, ball Seals with backing seals and a base which permits maximum penetration into the valve of size 50mm. with pressure rating PN 10 etc., complete. Supreme / Finolex / Plasson / (India) 65 Supplying, Fixing, Testing & Commissioning of Brass Isolation (Gate Valve/ NRV ) PN: 16 confirming to IS standard, Including all accessories to fix it. Zoloto / Leader (India) /Nibco (USA) 90mm (3) 66 50mm (2) 67 Filtration Unit: Providing & Fixing of Disc filter (mesh size ‐ 120) 50m3 /hr ‐ Flow passes through inside to outside of screen cartridge. Uniform distribution of flow into filter housing optimizes filtration process. Stainless Steel (SS 316) double mesh screen for rust prevention. Filter body to be equipped with ¾” female threaded connection for draining. Screen cartridge with double screen 30 & 120 mesh to avoid tearing of mesh. Union nut for easy dismantling of filter for fast cleaning operation. Maximum Operating Pressure Rating shall be 8 BAr 68 Automation Unit: Providing & Fixing of 2 BSP Solenoid valve with flow control which shall be normally closed 24 VAC 50/60 cycle solenoid actuated angle pattern design. These valve body and bonnet shall be constructed of 33% glass‐filled nylon (GFN) and stainless steel and have a maximum pressure rating of 220 PSI (15 Bar) with double‐ beaded, fabric‐reinforced rubber diaphragm to retain flexibility and provide maximum sealing throughout its area. The diaphragm assembly shall be fully serviceable, held together with stainless‐steel and plastic components. All parts shall be serviceable from the top of the valve without removing the valve from the line. 69 Providing & fixing of DBR/Y 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 organizer. Paige / Toro / Hunter (USA) 70 Automation Signal Cables ‐ Supply and installation of single conductor insulated wire sizes 14 AWG, through 10 AWG, utilizing low density high molecular weight polyethylene insulation, suitable for direct burial applications for operating temperatures up to 60°C. Listed by UL or ETL or CSA. Soft drawn bare copper meeting the require‐ments of ASTM specification B‐3 or B‐8, Insulation Thickness: .045”. Paige/ Toro / Hunter (USA) AWG 12/1 71 AWG 14/1 72 Supply, installation, programming, tesgting and commissioning of Irrigation controller ‐ 12 sttion Voltage Transformer / stabiliser. Controller shall be equipped with Modular expansion from 4 to 16 zones, Three independent watering schedules, and a stand‐alone Auxiliary schedule, powering up to four standard solenoids, and running simultaneous schedules, Master Valve and Pump controls. Controller shall be capable of Load and Save schedules with a USB drive, Built‐in capability to measure solenoid power draw by zone, Customizable Grow‐In feature to better manage new plantings. Irrigatgion Controller shall have inbuilt features of Cycle & Soak Capability, Monthly Water Adjust, Run Zones Simultaneously, Automatic Rain Dryout, Measure Zone Power Draw. Perrot (Germany) / Toro / Hunter (USA). 73 Pumping Unit: Providing & Fixing of Centrifugal Monoblock Pumpset (1 workind and 1 stand by pump, each pump shall be capable of discharging 6 Lps at 60 mtr Head) with Base Frame, 4 dia Glycerine filled pressure gauges, Mechanical Seal, Coupling & Coupling Guard, Suction and Delivery Pipe and Header Assembly with Foot valves / strainers as required etc complete. Pump make ‐ Kirloskar / Aquatex / Crompton (India). AND Providing & Fixing of Star Delta Control Panel for the above pup set with inidcator lamps, MCBs, ammeter, voltmeter and all necessary protection like dry run protection, single phase preventor, high / low voltge protection. The Pump set shall receive the activation signal from the Irrigation controller through relay/s. and Providing & Fixing of Water Level Sensor.
