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| 1 | Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.Spec. No.:- As directed byEngineer in charge. |
| 2 | Removinglimeorleancementconcreteincludingstackingthespoilsasdirectedwithall leads, lifts etc, complete.Spec. No.:- As directed byEngineer in charge. |
| 3 | Dismantlingbrickmasonryinlimeorcementmortarandstackingthematerilsasdirected with all leads, lifts etc.Spec. No.:- As directed byEngineer in charge. |
| 4 | Removing cement tiles, or marble or polishedshahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. completeSpec. No.:- As directed by Engineer incharge. |
| 5 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.Spec. No.:- MORTH 202 |
| 6 | Excavation for Ground/roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. Spec. No.:- MORTH 301 |
| 7 | 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 leads including all lifts involved. |
| 8 | ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-10oftrap/granite/ quartzite/gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredandcuringcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade)Spec. No.:- Bd. E. 1 Page One Number 287 |
| 9 | ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-25oftrap/granite/quartzite/gneissmetalforR.C.C.workinfoundationslike raft,strip foundations,grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water,Steel centering,formwork,coverblocks,laying/pumping,compactionandcuring roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)Spec. No.:- Bd.F.3 Page One Number 298 and B.7, Page One Number38 |
| 10 | ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-25oftrap/granite/ quartzite/gneissmetalforR.C.C.pardiofrequiredthicknessincludingsteelcentering, formwork, cover blocks, laying/pumping,compacting and roughening them if special finish istobeprovidedandcuringcomplete.(Excludingreinforcementandstructuralsteel).with fullyautomaticmicroprocessorbasedPLCwithSCADAenabledreversibleDrumType mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate(Crushed sand VSI Grade)Spec. No.:- Bd.F.11 Page One Number 304 and B.7, Page One Number 38 |
| 11 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C.pilecaps,footings,foundations,slabs,beamscolumns,canopies,staircase,newels, chajjas,lintelspardis,copings,fins,archesetc.asperdetaileddesigns,drawingsand schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.Spec. No.:- Bd.F.17, Page One Number 306 |
| 12 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath / strom water line of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcementof 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properlyencased on all edges with 1.6 mm thick , 100 mm wide MSsheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/ccost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 13 | Providing waterproof plaster in Drain Wall/W.C. and bath12 mm thick for dado in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 Kilogram. per bag of cement of approved make and manufacturer and curing etc. complete.(Excluding Tiles) (As directed by Engineer in Charge)Spec. No.:- As directed by Engineer in charge. |
| 14 | Providing and laying concrete pipes of I.S.NP. class of 150mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.Spec. No.:- Bd.V.41, Page One Number 573 |
| 15 | Providing and laying concrete pipes of I.S.NP. class of 225mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.Spec. No.:- Bd.V.41, Page One Number 573 |
| 16 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.Spec. No.:- CD.7 Page.No. 162 |
| 17 | Stamp Concrete of 100mm Thickness - Providing and Laying in-situ M30 Grade unreinforced plain cement stamp concrete of 100mm thickness pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (natural sand / VSI grade finely washed crushed sand) Confirming to IS 383, as per mixed in a batching and mixing plant / non tilting mixer and weigh batcher as per approved mix design, admixtures, transporting to site in nagpur city with lead upto 20KM (on Inner Ring Road from Avasti nagar to wadi), spreading, laying with approved make pover, compacted and finished in a continous operation, finishing to lines and grades Also Providing, Placing and applying stamp powder which is light fast UV resistant pigment with appropriate chemical compounds of desired colour on base concrete after excess bleed water has evaporated using dry shake method @5kg per sqm. Including texturing, and covering with plastic sheet (min 200 micron thickness) and also applying two coats of UV-stable,30 % solids clear sealer @ 150 to 250 gms per sqm using surface roller and protecting from falling dust,dirt and curring by curring compound / by providing cement vata in cement Mortor 1 :8 @ 0.6m x 0.6m center to center, admeasuring 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-incharge or Landscape architect etc. complete. (prior approval of superinteding Engineer will be necessary )Spec. No.:- As Directed by Engineer incharge |
| 18 | Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top andbottom of 25 x 25 x 5 mm size andvertical M.S. flat 35 x 5 mm and25 x 5mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete.Spec. No.:- As directed by Engineer in charge. |
| 19 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.Spec. No.:- as directed by engineer in charge |
| 20 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I MaterialSpec. No.:- MORTH 401 |
| 21 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver.Spec. No.:- MORTH 406 |
| 22 | Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning ofroad surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. Spec. No.:- MORTH 502 |
| 23 | BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1,premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates)Spec. No.:- MORTH 504 |
| 24 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10 sqm(VG-30 bulk bitumen rates are considered to arrive at rates)Spec. No.:- MORTH 503 |
| 25 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1,premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)Spec. No.:- MORTH 509 |
| 26 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing PlantSpec. No.:- MORTH 408 |
| 27 | Providing & laying cast in situ FULL PUR synthetic Athletic track (having a World Athletics approved certified product ) with a minimumthickness of 15mm for Normal Stress Areas & 20-25mm for High Stress Areas, of finishedsurface (Full PUR)including survey , line out, trackline marking on the surface as per requirement / specification laid down by IAAF . The colour of the Synthetic Track must be Terra cota / or Preffered by the client IAAF approved. The Athletic Track surface to be spike resistant, multi layers, Multi component rubber, EPDM, Polymer resin system formed in situ by machine.All Component of the Synthetic Track like EPDM Rubber, SBR, Polymer (PU), Hardner etc. shall be procured only from the approved manufactues & same contry of origin.The contractor shall testing all material as per IAAF guidelines to obtain class I IAAF certificate. All test results required according to DIN V 18035-6:2004-10 |
| 28 | Charges for testing all material of above mentioned FULL PUR Cast In situ synthetic Track from IAAF accredited laboratory as well asin situ test as per requirement of IAAF to obtain Class I certificate. |
| 29 | Supplying & Filling of Fine silica sand for landing area in jump pit of approved quality as per requirement of IAAF including cost & conveyance of materials, royalty charges, transportation & labour charges to the site to fill the sand in pit. Spec. As directed by engineer in charge. |
| 30 | Athlete Performance Tracking Equipment’s & System:-Supplying and installation of high quality magnetic / timing gates for high performance / intelligent training ofathletes to measure the following key parameters:Running Times, Interval times, Distance, Speed, Step Frequency, Step Numbers, Step Length, Jump Performance, Tapping Performance. TIMING GATES on the inner 400 m lane at the equal interval of 50 M each. (8Nos.)TIMING GATES on the 100m Straight lane at the interval of 0m, 5m, 10m, 20m, 60m and 100m. (6 Nos.)Sensor Including Belt (10 nos),Full Version Athlete Performance Tracking Software with license (1 nos). Including given Traning of operation of softeware to Athletic coach of sports departments. |
| 31 | Supplying and installation of competition equipment as per requirements / specifications laid down by IAAF and as per direction of the Engineer-in charge. Athletic Sports Equipment for Throwing event & Athletic Event, manufacturer shall bear IAAF approval Number on certificate issued by the supplier. |
| 32 | Providing & Fixing Aluminium track Curbing with fixing arrangement having size 60 X 50 mm box type having weight 1 kg/ Rmt. Top held in place by 10mm tall ribed feet raised 10mm of the track surface for rapid drainage each section of curbing shall be milled to allow easy drop in or removed corresponding section annodized finished and IAAF certified. |
| 33 | Providing and fixing Throwing safety cages with required poles and net incl. the ground fixing sleeves and ground hooks etc for discus and hammer throw of IAAF approved. Spec. As directed by engineer in charge |
| 34 | Providing and fixing Hammer throwing circle / ring of IAAF approved. Spec. As directed by engineer in charge |
| 35 | Providing and fixing Discus Throwing circle / ring of IAAF approved. Spec. As directed by engineer in charge |
| 36 | Providing and fixing Shot put throwing circle / ring of IAAF approved. Spec. As directed by engineer in charge |
| 37 | Providing and fixing Pole vault box along with blanking board of IAAF approved.Spec. As directed by engineer in charge |
| 38 | ProvidingCover for Pole Vault Box .Spec. As directed by engineer in charge |
| 39 | Providing and fixing Take of boards alongwith plasticine indication boards and banking boards for long jump of IAAF approved. Spec. As directed by engineer in charge |
| 40 | Providing and fixing Take of boards alongwith plasticine indication boards and banking boards for triple jump of IAAF approved. Spec. As directed by engineer in charge |
| 41 | Providing and fixing Stop board for shotput of IAAF approved. Spec. As directed by engineer in charge |
| 42 | Providing and fixing Aluminium fixing arrangement to fix hurdles for water pit/jump in steeple chase along with hurdle of IAAF approved. Spec. As directed by engineer in charge |
| 43 | Resurfacing of Damaged football field during construction of track as per new layout: - Refurbishment & Making of FIFA standard Football Play field work those will required to remove during reconstruction of Standard Synthetic Track, This item shall include following things: -Removing the football field turf area as per highlighted area.Surveying, Staking & excavating the required area.Once the existing topsoil has been excavated and removed from the works area the sub grade profile shall be re-graded and fine shaped to the required sub grade design level including rolling & compaction.Supply & spreading of sand at 25mm thick over the subbase.Sand suitable for a root zone should be a medium to coarse (0.05-1.0 mm) particle size and should have sub-angular or sub-rounded shape.Supply and uniformly spread as well as mixing 3kg /sqm of organic fertilizer with micro-organisms, macro, and micronutrients, with every square meter.Once the root zone is spread over the subbase rectify undulations if any, level and compact with water, to keep the root zone moist uniformly.SUPPLY AND PLANT Bermuda grass SODS - The grass must be weed free. (in slab & roll form).Also making the existing irrigation system & subdrainage system in working condition by making required connections including all required material, labour etc. complete. |
