Uttar Pradesh Projects Corporation Limited has published Tender For Construction Of Synthetic Running Track At Sports Stadium, Jaunpur District- Jaunpur (U.P.). Submission Date for this Tender is 09-10-2023. Stadium Tenders in jaunpur Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 05-Oct-2023 | Date and Other | Date | 09-10-2023 |
| Sl. No. | Item Description |
| 1 | Construction of Synthetic Running Track at Sports Stadium, Jaunpur District- Jaunpur (U.P.) |
| 2 | 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. |
| 3 | 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. |
| 4 | Filling good carted earth(Dumat or sandy soil)in layer by ramming and watering including lead upto 13Km and lift upto 1.5m. |
| 5 | 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. |
| 6 | RC.C. Drainwith M,S top cover ofsize 350mm x350 mmandas per required of sitewith neat finish & required slope as per apporoved by E/I. |
| 7 | R.C.C. Toe wall |
| 8 | 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 |
| 9 | 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. |
| 10 | 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: |
| 11 | 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 |
| 12 | 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 |
| 13 | 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. |
| 14 | 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. |
| 15 | 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 |
| 16 | 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. |
| 17 | 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 |
| 18 | Providing and laying Synthetic Athletic Running Track full Pur System 15 mm Full PU/Sandwitch 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. |
| 19 | Supply & Fixing wire mesh fencing all around the track |
| 20 | Horticulture work in Green Area 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 |
| 21 | providing and instaiationof clear water supply line for irrigation (As per detail drawing and specification) |
| 22 | CC Interlocking tiles with brick edging outer side of track (As per detail attched) |
| 23 | Suplly and fixing of IIAF Approved Track Field complete set of athletics equipments. |
| 24 | Long jump /Triple Jump take of Board As per IIAF Approved |
| 25 | Construction of sand filling Jumping Pitfor Long jump /Triple Jump As per IIAF Approved |
| 26 | Construction of steeple chase water Jump pit atinside the north D PortionAs per IIAF Approved |
| 27 | Pole Vault Box with cover |
| 28 | Water Jump Hurdle with socket |
| 29 | Shot pull throwing circle of dia 2.135m |
| 30 | Stop board for shot put circle |
| 31 | Discus/ hammer throwing circle of dia 2.5m |
| 32 | Discus/ hammer throwingcase including Poles and Net |
| 33 | Aluminium Kerb for 400m Synthetic Atheletic Track |
| 34 | Conversion circle/Reducer |
| 35 | EXTERNAL LIGHTING WORK |
| 36 | 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. |
| 37 | 6 sqmm 2.0 core |
| 38 | 10 sqmm 2.0 core |
| 39 | 10 sqmm 4.0 core |
| 40 | 240 sqmm 3.5 core |
| 41 | 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. |
| 42 | 6 sqmm 2.0 core |
| 43 | 10 sqmm 2.0 core |
| 44 | 10 sqmm 4.0 core |
| 45 | 240 sqmm 3.5 core |
| 46 | 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. |
| 47 | 6 sqmm. |
| 48 | 10 sqmm. |
| 49 | 240 Sq.mm |
| 50 | 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 , cost of 25 x 3 G.I. strip will be extra) Make:As approved in U.P.P.W.D. & C.P.R.I. Certified |
| 51 | Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. |
| 52 | Supply & fixing of two number 8 SWG G.I. wire for earthing purpose as required complete in all respects. |
| 53 | Supply and erection of steel tubular pole 7.5 meters long designated 410 SP-6 in 1:3:6 cement concrete foundation including excavation, back filling etc. complete in all respects. |
| 54 | 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. |
| 55 | Painting of the pole with 2 coats of aluminium paint over red oxide primer complete in all respects. |
| 56 | Supply and fixing of LED street light fitting having die cast aluminium body and diffuser/reflector with driver set suitable for 75 watt to 90 Watt confirming to IP 66 protection complete in all respect. |
| 57 | 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. |
| 58 | 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 ) |
| 59 | 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. |
| 60 | 25A SPN |
| 61 | S/F of 400 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. |
| 62 | Providing, laying and fixing 100MM dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and refilling etc as required. |
| 63 | Supply & fixing of level-I tested accordance with NFC-17-102 for advance triggering time 22 micro seconds, temperature with stand test of -40 to +120 degree centigrate, CE marked, short circuit test for 100KA etc. inculding the following: Make Liva/ESE(kalre)-50mtr. |
| 64 | SITC 5m GI mast with adaptor head and base plate for raising the lighting rod by 5 m above the surface to protected including insulator between lighting rod and GI mast. |
| 65 | SITC Copper cable 70 sqmm flexible copper single core multi-strand. |
| 66 | SITC 6 digits IP 67 lighting counter with hole for cable/strip LEC-D |
| 67 | SITC Eathing set(2 Nos.) consisting of copper bounded rod 17.2mm dia 10ft long 250 microns UL marked, 30kg earth enhancing chemical compound with resistivity of <0.1 Ohm-m NABL lab tested, clamp for connecting rod to cable/strip including civil work with pit cover complete. |
| 68 | SITC stay wire,lugs, U clam, base plate fastener, hook fasteners, Test link/clamp ect. As required complete. |
| 69 | G.S.T. Extra as per Applicable |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
