Uttar Pradesh Projects Corporation Limited has published Tender For Construction Work Of Synthetic Athletics Track At Kailash Prakash Sports Stadium District Meerut. Submission Date for this Tender is 14-03-2024. Stadium Tenders in meerut Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 07-Mar-2024 | Date of Extend | Date | 11-03-2024 |
| 2 | 09-Mar-2024 | Technical Bid | Technical Bid | 11-03-2024 |
| 3 | 11-Mar-2024 | Extend of Date | Date | 13-03-2024 |
| 4 | 13-Mar-2024 | Extend Date | Date | 14-03-2024 |
| Sl. No. | Item Description |
| 1 | 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 excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. |
| 2 | Disposal of Surplus soil outside campus including cost of loading, unloading etc complete in all respect to the entire satisfaction of the Engineer-in-charge. |
| 3 | 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 earthwith lead upto 50 metres. |
| 4 | 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 anddirections of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 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 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. |
| 6 | Surface dressing on new surface with paving bitumen of grade VG -10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: |
| 7 | 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 W.B.M. @ 0.75 Kg / sqm |
| 8 | 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 |
| 9 | Providing and laying Dense Graded Bituminous Macadam 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 as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 10 | 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. |
| 11 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete |
| 12 | Providing and laying 160 mm dia, P.V.C. pipe with wall thickness 4mm for 6kg pressure special with specials ISI Mark collect the water. |
| 13 | Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 14 | IAAF Approved 8 Lane Synthetic Athletic Running Track Providing and laying Synthetic Athletic Running Track full Pur System 15 mm Full PU system running track IAAF standard markings on the surface complete in all respect as per specifications laid down by IAAF class II certification and as per direction of the Engineer-in-charge. |
| 15 | G.I FANCING Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 16 | Providing and layingin cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone ballast 40 mm nominal size) andcuring complete,including cost ofform-work,in foundation and floors. |
| 17 | Providing and layingin cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone ballast 20 mm nominal size) andcuring complete,including cost ofform-work,in foundation and floors. |
| 18 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 19 | Painting Ist coat over priming coat (butexcluding cost of priming coat) on steel andothermetalsurfacesup to 10 cm.widthorgirthorsmall articles notexceeding 0.10sqm in area white superiorsynthetic enamel such as LUXOL3,Hi-glossapcolitesuperlac,DULUX specifiedbrushingtogiveanevenshadeandincluding cleaningthe surfaceofalldirt,dust and other foreignmatter sandpaperingand stopingincluding cost ofall materials, labour toolsandplantsetc. required forpropercompletion ofthe work. |
| 20 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 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 | water supply Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge 32 mm nominal dia Pipes |
| 22 | 40 mm nominal dia Pipes |
| 23 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 32 mm nominal bore. |
| 24 | 40 mm nominal bore |
| 25 | 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 : 3 coarse 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 |
| 26 | BOARING Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 300 mm dia |
| 27 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia metre |
| 28 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge 200 mm dia |
| 29 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge (0.785x0.3x.3x150) (0.785x0.20x0.20x150)= 5.8875 Cum |
| 30 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other pproved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge |
| 31 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of 200 mm dia |
| 32 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp |
| 33 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I) 200 mm dia |
| 34 | S/Installation of 7.50 HP submersible pump set including Electrical Panel for submersible, supporting clamps, clips etc and all other accessories required for the proper completion of the work. (V-Guard, Crompton, or KSB make) |
| 35 | Providing and fixing G.I. pipes complete with G.I. fittings 80 mm dia |
| 36 | S/laying of PVC Insulated Copper conductor cable 3 core 4.00 sqmm size for Submersible pump |
| 37 | ELECTRICAL WORK Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sqmm 2.0 core |
| 38 | 16 sqmm 4.0 core |
| 39 | 25 sqmm 3.5 core |
| 40 | Supply and fixing of brass nickle plated compression gland for PVC insulated and armoured served sheathed, under ground cable including rubber ring etc. complete in all respects, the armouring of the cable shall be properly connected with earth as per direction of Engineer-in-charge. 16 sqmm 2.0 core |
| 41 | 16 sqmm 4.0 core |
| 42 | 25 sqmm 3.5 core |
| 43 | Supply and fixing of palm or pin type copper tin plated cable socket (Lug) to the cable leads, insulating with tape, and making connections etc. complete in all respects as per directions of the Engineer-in-charge. 16 sqmm. |
| 44 | 25 Sq.mm |
| 45 | Supplyand burying safe earthing Electorde T-19 (HotDip Galvanized), Length 2000 mm, outer pipe 50mm, inner pipe 25,terminal Dia 12mm ,outer G.I.pipe of 16 swg and inner GI pipe of 12swg withHotDipGavanized up to 100 mirconfilled with crystalline conducative mixture (CCM) having anti corrosive & conducative property with 50 kgs activated soil (BFC) capable ofreducing the soilresistivitywith good mixture ofretaning capacity along with 30 cm squre C.I. frame with hinged cover & masonryhousing (from electode terminaltoswitchboard , costof 25 x 3 G.I. strip will be extra) Make:As approved in U.P.P.W.D. & C.P.R.I. Certified |
| 46 | Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. |
| 47 | Supply & fixing of two number 8 SWG G.I. wire for earthing purpose as required complete in all respects. |
| 48 | Supply & Fixing of 7 Mtr GI Octagonal pole of approved make ( top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P complete in all respect. |
| 49 | Supply and fixing of LED street light fitting having diecast aluminium body and diffuser/reflector with driver set suitable for 75 watt to 90 Watt confirming to IP 65 protection complete in all respect.CAT AAA |
| 50 | Supply and Wiring of submains with two no. of 2.5 sq. mm. FR PVC insulated 1100 V grade single core multi strand copper conductor cable in existing conduit complete with supply of all material labour & T&P required for proper completion of the work as directed at site by Engineer in charge. |
| 51 | Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contractors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN complete in all respect. 40A TPN |
| 52 | S/F of 200 Amp 415V heavy duty double break HRC fuse type metal clad TPN complete with HRC fuse etc.on angle iron frame complete in all respects. |
| 53 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and refilling etc as required.100 mm Dia |
| 54 | PUMP ROOM Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 55 | 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) |
| 56 | Local Sand/ Earth filling in plinth by carted Earth |
| 57 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows: (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer"s standard dilution) |
| 58 | 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. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (R.C.C. work in Lintel) |
| 59 | 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. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (R.C.C. work in Slab) |
| 60 | M-150 brick work in one cement & 4 C sand 2.20 F.M. mortar in foundation and plinth including supply of all materials labour, tools and plants etc. required for proper completion of the work. |
| 61 | Paintingon D.P.C. with two coats of airblown bitumen 85/50 or 85/25 @ 1.7kg/sqm approxincluding cost of fuel if any. |
| 62 | Same as in item no. 7 abovebutin super-structure above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. |
| 63 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 64 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sand |
| 65 | 12 mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 fine sand |
| 66 | Making grooves 10 to 12mmwide x8mm deep in plaster of the walls or in ceiling vertically or horizontally as required |
| 67 | Cement concrete flooring 40 mm thick 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement |
| 68 | 20 mm thick cement plaster in dado/ skirting in 1:4 consisting of one part of cement and 4 part of approved coarse sand laid in panels, finished with 3mm floating coat of neat cement and marble dust in ratio of 5:1 including supply of all materials labour T & P etc. required for proper completion of the work. |
| 69 | Supply & fixing of glass strips for flooring |
| 70 | Providing & fixing ISI marked flush door shutters conforming IS: 2202 decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters(a) 32 mm thick including ISI marked stainlesssteel butt hinges with necessary screws.Both side laminated. (i) Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) (ii)Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 71 | decorative |
| 72 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer |
| 73 | Distempering (Two coat) of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. |
| 74 | Finishing walls with Acrylic Smooth exterior paint of required shade |
| 75 | Distempering (Two coat) of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. |
| 76 | Providing and fixing ISI marked Aluminium sliding door bolts with nuts and screws etc. complete : 250x16 mm |
| 77 | Providing and fixing ISI marked Aluminium tower bolt black finish, (Barrel type) with necessary screws etc. complete : (a) 250 mm x 10mm |
| 78 | (b) 200 mm x 10mm |
| 79 | Providing and fixing ISI marked Aluminium handles conforming to IS:4992 with necessary screws etc. complete : 125 mm |
| 80 | Painting or varnishing work in small areas or new wood work with one coat upto one square metre of ready mixed priming paint and one coat of approed superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should fonfirm the ISI no. 103-1950 (M.S. works) |
| 81 | Wiring point for light with 1.5 sq.mm FRLSH PVC insulated multistrandsingle core Copper Conductor cable in PVC conduit pipe partly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable earth continuity wire, piano type switches & ceiling rose / angle / batten holder on 3 mm thick phenolic paminated backelite sheet etc complete in all respects as directed, including matching color wash. |
| 82 | Wiring point for plug with 1.5 sq.mm FRLSH PVC insulated multistrandsingle core Copper Conductor cable in PVC conduit pipe partly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit continuity wire and piano type switches & socket etc., complete in all respects as directed, including matching color wash. |
| 83 | Supplyfixingand concealing of32mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of the work as per directions and to the satisfaction of engineer in charge. ( For Incoming Cable ) |
| 84 | Supply & wiring of submains with two number2.5 sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in 20mm dia heavy duty (2mm thick)PVC conduit with 1 Number 1.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand copper conductor cable as earth continuity wire drawn inside the conduitcomplete in all respect. |
| 85 | Supply & fixing of single wall bracketon matching M.D.F.E.G.boardbase etc. complete in all required. |
| 86 | Supply and Fixing of LED Tube Light with batten suitable for up to 1X22 watt LED tube light fitting complete including tube on surface complete in all respect. 1 X 22 W |
| 87 | Supply and fixing of 6 Amp to 32 Amp MCB(10KA)C Curve |
| 88 | Supply and fixing of 6 Amp to 32 Amp 4 pole MCB(10KA)C Curve |
| 89 | Supply and fixing of 63 Amp 4 pole MCB(10KA)C Curve |
| 90 | Supply and fixing of surface/ flush mounting 4 way TPN distribution board with additional metal doorwithout MCB complete in all respect, as directed at site by Engineer Incharge. |
| 91 | Supply and fixing of single pole MCB blanking plate |
| 92 | Supply & fixing of Crimping, solder, less, copper ton electroplated lugs of Dowel/ismail make suitable for 1.5 sqmm to 6sqmm cables, including tapping with insulating tape,etc. complete in allrespects. |
| 93 | Supply and burying of 40mm dia x 4.5 metres long G.I. pipe, vertically for earthing having 12mm dia. holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No.6 to 8SWG G.I.wire in G.I. pipe upto appron (and from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) upto switch board, 30cm. square C.I.box with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects. |
| 94 | Supplying and fixing of one number 8 SWG G.I. wire in 15mm dia G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T & P other material required for proper completion of the work as directed at site. |
| 95 | Supply and Fixing ofservice bracket of 50mm. Dia 4 meter long fabricated from class ""B"" G.I. pipe complete with two bend, socket, wall clamps. 7/3.15 mm G.I. stay wire, stay insulators etc..complete in all respects. |
| 96 | Supply and fixing of LED street light fitting having diecast aluminium body and diffuser with driver set suitable for 140 to 150 watt. confirming to IP 65 and above protection complete in all respect. |
| 97 | [LANDSCAPING WORK] Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 98 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 99 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 100 | Supplying and stacking well decomposed cow dung manure at site including royalty and carriage upto site (cow dung measured in stacked will be reduced by 8% for payment.) |
| 101 | GRASS PLANTING WORK Providing and laying Neelgiri/Mexican 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 |
| 102 | GROUND COVER/ PLANTING WORKS Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 103 | SHRUB PLANTING WORKS Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) Holes 60 cm dia, and 60 cm deep |
| 104 | Shrubs plants Trees/ Exotic Plants: Supply and plantation of plants as per sample approved by the engineer. Plants should be quite healthy, disease free as per ht. & specification given below. Species can be changed as per site requirement and as per directions of engineer. Providing and stacking of Ficus benjamina (green) of height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags as per direction of the officer-in-charge. |
| 105 | Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35- 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. |
| 106 | Providing and stacking of Ficus blackii (F.vivion) of height 45-60 cm. with 6- 8 branches healthy foliage in earthen pots of size 25 cm as per direction of the officer-in-charge. |
| 107 | Providing and Displaying Ficus black vivion piller Topiary (sylinder type) well developed with fresh & healthy 180 to 210 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 108 | Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. |
| 109 | Providing and Displaying Bamboo Buddha Valley with fresh & healthy 5 to 6 suckers 1.80 m to 2.10m ht umbrella type well developed in 50 cm Cement Pot as per direction of the officer-in-charge. |
| 110 | Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 111 | Providing and stacking of Polyalthia pendula (Ashok Pendula) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. |
| 112 | Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, |
| 113 | INTERLOCKING E/W in excavation in foundation |
| 114 | C.C. 1:4:8 in base Conc. |
| 115 | Ist Class Brick work 1:4 |
| 116 | Providing and laying of 80 mm thick I shaped mechanically compressed cement concrete interlocking pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200*(160+120mm) with minimum 5 mm topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete pavers blocks shall not be less than 30 MPa & 4.5Kg/no. including cost of bedding sand & joint filling with sand all materials, labour, T & P etc. required for proper completion the work as per the direction of Engineer-in-charge, but excluding VAT which shall be paid extra as per rules. |
| 117 | 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. |
| 118 | R.C.C DRAIN Earth in excavation |
| 119 | P.C.C. infoundation |
| 120 | R.C.C. Floor / footing |
| 121 | R.C.C. Wall in 1:1.5:3 |
| 122 | R.C.C. Slab in 1:1.5:3 |
| 123 | M.S. WORK IN R.C.C. |
| 124 | C.C. flooring 25mm thick |
| 125 | R.C.C DRAFF WALL Earth in excavation |
| 126 | P.C.C. infoundation (1 : 4: 8 ) |
| 127 | R.C.C. Wall in 1:1.5:3 |
| 128 | M.S. WORK IN R.C.C. |
| 129 | Suplly and fixing of IIAF Approved Track Field complete set of athletics equipments. Long jump /Triple Jump take of Board As per IIAF Approved |
| 130 | Construction of sand filling Jumping Pitfor Long jump /Triple Jump As per IIAF Approved |
| 131 | Construction of steeple chase water Jump pit atinside the north D PortionAs per IIAF Approved |
| 132 | Pole Vault Box with cover |
| 133 | Water Jump Hurdle with socket |
| 134 | Shot pull throwing circle of dia 2.135m |
| 135 | Stop board for shot put circle |
| 136 | Discus/ hammer throwing circle of dia 2.5m |
| 137 | Discus/ hammer throwingcase including Poles and Net |
| 138 | Aluminium Kerb for 400m Synthetic Atheletic Track |
| 139 | Conversion circle/Reducer |
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