Haryana Urban Development Authority-HUDA has published Construction Of Hockey Field , Warmup Track And Re-Laying Of Old Synthetic Athletic Track In Sports Complex Sector-3 , Panchkula . ( Deposit Work ) Including Mtc . And Defect Liability Period Of 3 Years Free Of Cost . . Submission Date for this Tender is 22-03-2021. Track Work Tenders in Panchkula Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: CONSTRUCTION OF HOCKEY FIELD, WARMUP TRACK AND RE-LAYING OF OLD SYNTHETIC ATHLETIC TRACK IN SPORTS COMPLEX SECTOR-3, PANCHKULA . (DEPOSIT WORK) INCLUDING MTC. & DEFECT LIABILITY PERIOD OF 3 YEARS FREE OF COST. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 6.6\nEarth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres\n\n | BI01010001010000000000000515BI0100001118 | 331.74 | Cum. |
| 2 | 2 | 6.13 (b) \nEarth work (exclusive of compensation for earth ) in excavation, in ordinary soil, and filling, in 15 cm layers, in foundation and plinth including ramming, watering and consolidation nder floors with earth brought from a distance not exceeding 30 metres.\n\n | BI01010001010000000000000515BI0100001119 | 3577.94 | Cum. |
| 3 | 3 | 10.41\nCement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. | BI01010001010000000000000515BI0100001120 | 77.06 | Cum. |
| 4 | 4 | 10.39\n Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth. | BI01010001010000000000000515BI0100001121 | 85.93 | Cum. |
| 5 | 5 | 10.72 \n Design mix cement concrete of grade M-20 with minimum cement contents 405 Kg./cum in foundation and plinth. | BI01010001010000000000000515BI0100001122 | 105.93 | Cum. |
| 6 | 6 | 9.7 \nCentring and shuttering for sides and soffits of beams haunchings, griders, bressumers and lintels. | BI01010001010000000000000515BI0100001123 | 1059.2 | Sq. Mtr. |
| 7 | 7 | 18.22\nSteel Reinforcement\nFe-500 TMT steel bars of TISCO, SAIL, RINL or IISCO for R.C.C., works, where not included in the complete rate of R.C.C., including bending, binding and placing in position complete.\n | BI01010001010000000000000515BI0100001124 | 55 | Qtl. |
| 8 | 8 | 11.4 \n First class brick laid in cement sand mortar 1:4 in foundation and plinth. | BI01010001010000000000000515BI0100001125 | 51.97 | Cum. |
| 9 | 9 | 15.5\n Plastering on walls\n12 mm thick cement plaster 1:4\n | BI01010001010000000000000515BI0100001126 | 999.48 | Sq. Mtr. |
| 10 | 10 | 15.75\nMiscellaneous\nCement rendering on plaster 1 mm thick\n | BI01010001010000000000000515BI0100001127 | 999.48 | Sq. Mtr. |
| 11 | 11 | 24.1 (b)\nSub Grade\nPreparation of sub grade, including trenching, rough dressing of spoil, final dressing of earth, to given levels and camber, watering rolling with road roller, and compacting the bed .\n\n | BI01010001010000000000000515BI0100001128 | 8511 | Sq. Mtr. |
| 12 | 12 | 10.158\nProviding and laying 60mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 25mm thick fine sand complete in all respect.\n\n | BI01010001010000000000000515BI0100001129 | 915.2 | Sq. Mtr. |
| 13 | 13 | 10.77\nPrecast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level or in first storey.\n\n | BI01010001010000000000000515BI0100001130 | 14.96 | Cum. |
| 14 | 14 | N.S. Item\nConstruction of granular sub-base by providing close graded Material conforming as per IAAF 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.\nWith material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25\n | BI01010001010000000000000515BI0100001131 | 1959.36 | Cum. |
| 15 | 15 | N.S. Item\nProviding, laying, spreading and compacting as per IAAF Specifications 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.\n\n | BI01010001010000000000000515BI0100001132 | 1175.62 | Cum. |
| 16 | 16 | N.S. Item\n Providing and applying tack coat as per IAAF Specifications using cold bitumen emulsion including spraying the bitument with mechanically operated spray unit fitted on bitumen with preparing the existing road surface as per specifications:\n(i) On W.B.M. @ 0.75 kg./sqm.\n | BI01010001010000000000000515BI0100001133 | 15264 | Sq. Mtr. |
| 17 | 16.1 | (ii) On bituminious surface @ 0.5 Kg/sqm | BI01010001010000000000000515BI0100001134 | 30529 | Sq. Mtr. |
| 18 | 17 | N.S. Item\nProviding and laying 50mm thickness Bituminous macadam on prepared surface with as per IAAF specified graded crushed stone aggregate for profile corrective base/binder course including loading of aggregate with FE loader and hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material by tipper to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller as per MORTH specifications, to achieve the desired density and compaction, but excluding the cost of primer /tack coat.\n50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.\n | BI01010001010000000000000515BI0100001135 | 1680 | MT. |
| 19 | 18 | N.S. Item\nProviding and laying 30 mm thick Dense bituminous concrete on the prepared surface with as per IAAF specified graded crushed stone aggregate for wearing course including loading of aggregate with FE loader and hot mixing of stone aggregate, filler and bitumen in hot mix plant, transporting the mixed material by tipper to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller as per MORTH specifications, to achieve the desired density, but excluding the cost of primer / tack coat.\n50 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.\n | BI01010001010000000000000515BI0100001136 | 1080 | MT. |
| 20 | 19 | N.S. Item\nRemoval of Existing old Synthetic Athletic Track carefully without demolishing its sub base and stocking it inside the campus within 1kms. Old track surface has been removed As per IAAF Guidelines or as per track manufacturer representative/ engineer instruction. | BI01010001010000000000000515BI0100001137 | 7427 | Sq. Mtr. |
| 21 | 20 | N.S. Item\nScraping of bituminous concrete surface upto the depth 30mm thick by manual or mechanical where ever required or all over the ground as per manufacturer instruction and as per direction of engineer in charge. As per IAAF Guidelines or as per. track manufacturer representative/ engineer instruction. | BI01010001010000000000000515BI0100001138 | 7427 | Sq. Mtr. |
| 22 | 21 | N.S. Item\nProviding and fixing of 60 mm thick, perforated, precast Rcc drain cover ,heavy duty, steel fibre reinforced cement concrete drain covers of approved make and design, all complete as per the specifications and direction of Engineer in charge. | BI01010001010000000000000515BI0100001139 | 240 | Sq. Mtr. |
| 23 | 22 | N.S. Item\n Providing and fixing of IAAF approved track event equipment\n(a) Polevault boxes with cover\n | BI01010001010000000000000515BI0100001140 | 2 | Nos. |
| 24 | 22.1 | (b) Take off board system for long jump and triple jump in cl wooden board | BI01010001010000000000000515BI0100001141 | 12 | Ser |
| 25 | 22.11 | (c) Shot put rings dia- 2.135m | BI01010001010000000000000515BI0100001142 | 2 | Nos. |
| 26 | 22.12 | (d) Hammer cum Discuss RING dia-2.50m | BI01010001010000000000000515BI0100001143 | 1 | Nos. |
| 27 | 22.13 | (e) Discuss circle/ Ring dia-2.50m | BI01010001010000000000000515BI0100001144 | 1 | Nos. |
| 28 | 22.14 | (f) Water jump Socket with hurdle for steeple chase | BI01010001010000000000000515BI0100001145 | 1 | Set |
| 29 | 22.15 | (g) Hammer throw cage with all socket, pole, door and net | BI01010001010000000000000515BI0100001146 | 1 | Set |
| 30 | 22.16 | (h) Discuss throw cage with all socket, pole, and net. | BI01010001010000000000000515BI0100001147 | 1 | Set |
| 31 | 22.17 | (i) Stop board for Shot put rings dia- 2.135m | BI01010001010000000000000515BI0100001148 | 2 | Nos. |
| 32 | 22.18 | (j) Reducer for hammer cum discuss ring | BI01010001010000000000000515BI0100001149 | 1 | Nos. |
| 33 | 22.19 | (k) Aluminium kerbing- std.400m track | BI01010001010000000000000515BI0100001150 | 1 | Nos. |
| 34 | 23 | N.S. Item\n Providing and laying IAAF Approved Synthetic Athletics Track FULL PUR system with 15mm thick layer including line marking on the surfaces all complete as per specification laid down by IAAF class II certification and as per direction of engineer in charge.\n(a) Normal Stress Areas with a minimum thickness of 15 mm of finished track surface\n | BI01010001010000000000000515BI0100001151 | 7137 | Sq. Mtr. |
| 35 | 23.1 | (b) High Stress Areas with a minimum thickness of 20 mm of finished track surface | BI01010001010000000000000515BI0100001152 | 240 | Sq. Mtr. |
| 36 | 23.2 | (c) High Stress Areas with a minimum thickness of 25 mm of finished track surface\n\n\n | BI01010001010000000000000515BI0100001153 | 50 | Sq. Mtr. |
| 37 | 24 | N.S. Item\nApplying UV Protective PU of IAAF Approved Product Manufacture for BLUE COLOUR TOP LAYER\n\n | BI01010001010000000000000515BI0100001154 | 7427 | Sq. Mtr. |
| 38 | 25 | N.S. Item\nSUPPLY and installation of IAAF approved synthetic athletic track PUR type minimum 15mm\n\n | BI01010001010000000000000515BI0100001155 | 1246.45 | Sq. Mtr. |
| 39 | 26 | N.S. Item\nApplying UV Protective PU of IAAF Approved Product Manufacture for BLUE COLOUR TOP LAYER | BI01010001010000000000000515BI0100001156 | 1246.45 | Sq. Mtr. |
| 40 | 27 | N.S. Item\nConstruction of Sand filling in jumping pits, including cost and conveyance of all materials and labour charges to the site to fill the sand in pits and complete finished item as per drawing and as directed by Engineer-in-Charge.\n\n | BI01010001010000000000000515BI0100001157 | 1 | Nos. |
| 41 | 28 | N.S. Item\nSprinkler & Accessories with Automation Unit - Providing & 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. SIME (ITALY), Vyrsa (Spain), Signature (USA) | BI01010001010000000000000515BI0100001158 | 1 | Nos. |
| 42 | 29 | N.S. Item\nUGT -RCC sump tank capacity of 100000 litres | BI01010001010000000000000515BI0100001159 | 1 | Nos. |
| 43 | 30 | N.S. Item\nPump room for installation of Sprinkler and to maintanance sprinkler system | BI01010001010000000000000515BI0100001160 | 1 | Nos. |
| 44 | 31 | N.S. Item\nProviding and fixing security chain link fencing around hockey ground 2.00 meter high made with 65 mm GI pipe 2''x2'' of 8 SWG hot dip galvanized chian link fixed with spilt line/wire for tighting angle iron and frame size 3x2 mtr and complete. including fixing in position in concrete complete in all respect to the entire satisfaction of engineer-in-charge including carriage of materials within all leads and lifts and other incidantal. The rates are inclusive of octori. roylity, malkhana, toll tax, sale tax or other taxes imposed by the Government. | BI01010001010000000000000515BI0100001161 | 700 | Sq. Mtr. |
| 45 | 32 | N.S. Item\nSupply and fixing of water trays around the turf at entrance gate\nwater tray for foot wash\n\n | BI01010001010000000000000515BI0100001162 | 4 | Job |
| 46 | 33 | N.S. Item\nSUPPLY and installation of global category hockey turf manufactured by FIH preferred supplier as per latest FIH norms\n\n | BI01010001010000000000000515BI0100001163 | 6591 | Sq. Mtr. |
| 47 | 34 | N.S. Item\nSupply and installation of Movable goal post of FIH hockey goal post | BI01010001010000000000000515BI0100001164 | 2 | Nos. |
| 48 | 35 | N.S. Item\nProviding and laying DWCSN8 Pipe including testing of joints etc. complete: | BI01010001010000000000000515BI0100001165 | 20 | Mtr. |
| 49 | 36 | N.S. Item\nDugout 12 seater as required for FIH global category hockey ground, transparent with collapsible wheels | BI01010001010000000000000515BI0100001166 | 2 | Nos. |
| 50 | 37 | N.S. Item\nTechnical Team Shelter as required for FIH global category hockey ground. | BI01010001010000000000000515BI0100001167 | 1 | Nos. |
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