Uttar Pradesh Projects Corporation Limited has published Tender For Construction Work Of 400 Mtr. Synthetic Athletic Running Track Under Khelo-India Scheme At Chaudhary Charan Singh Sports Stadium In Muzaffarnagar. Submission Date for this Tender is 03-03-2023. Sports Complex Tenders in Muzaffarnagar Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 26-Feb-2023 | NIT conditions | Technical Bid | 02-03-2023 |
| 2 | 02-Mar-2023 | Date of Extend | Date | 03-03-2023 |
| Sl. No. | Item Description |
| 1 | Earth work in cutting or in embankment in ordinary soil excavation to be form of regular pits not exceding 1/2 metre (20") in depth and earth work in embankment to be in 20 cm (8") layers,including ramming and dressing the surface to required levels and slope and also including 1,5m depth (5") lift and 30m lead.The earth work cutting to be desposed beyond 160m distance as directed by E/I. |
| 2 | Earth work in filling with good earth should be free from grass, roots, leaves and other foreign material including lead of 12 km, ramming & dressing in layers of 20cm complete in all aspects as directed by Engineer-in-Charge |
| 3 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 98% of the maximum dry density (proctor density). |
| 4 | Supply & Fixing Chain linked steel wire fencing all around the track |
| 5 | C/O Apron drain ofwidth 450mm and depth as per required of site but minimum 450 mm with neat finish & required slope as per apporoved by E/I. |
| 6 | Sand filing below pevar block/ track including supply of local sand, up to 30 km distance labour t&p i/c all. |
| 7 | Supply & laying of 80mm thick Precast cement concerete I-Shape" Interlocking paver blocks ISI markconfirming to IS: 15658-2006 with top layer of minimum 5 mm thicknesshaving plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40Mpaand weight 4.5kg perincluding cost of material, with a blanket layer of 4.00cm. thick fine sand. includinglabour, T & Petc required for proper completion of the work as directed by Engineer-in-charge. |
| 8 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader / tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheelroller to achieve the desired density, complete as per clause 401 |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes(45-63 mm and 10 cm thickness on soling road)to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled 80-100 kN static rollarin stages to proper grade and camber, applying and brooming stonescreening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.grade 1 as per Technical specification clause 405. |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled 80-100 kN static rollarin stages to proper grade and camber, applying and brooming stonescreening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.grade 1 as per Technical specification clause 405. |
| 11 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm usingmannual means .as per technical specification cluause 502. |
| 12 | Providing and applying tack coat with bitumen Grade using emulsion distributor at the rate of 0.35 kg per sqm on the preparedsurface cleaned with hydraulic broom as per technical specification. |
| 13 | Providing and laying dense graded bituminous macadam and rolling of open - graded premix surfacing of 40 mm thickness with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.0 to 4.5% by weight of total mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. |
| 14 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 80-100 kN static rollar capacity, finished to required level and grades to be fallowed by seal coat ase per technical specification clause 508. |
| 15 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat. |
| 16 | Providing and laying 150mm dia, P.V.C. pipe with wall thickness 4mm for 6kg presser 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 | Full PUR from IAAF Certified company. Providing and installing Global Category IAAF certfied 400m ,8 Lane Synthetic Athelatic Track to be installed with top portion being full PUR-EPDM red Colour 13.1 to 15 mm thick which will include cost of all materials.tools and plant and labour for installation,joiningline marking as per IAAF guidelines with suitable bituminous sub-base and drainage system as required for proper completion of work as per direction of Engineer-in-charge excluding the cost of Bitumen sub base & Drainge system. |
| 19 | Providing & Installing of IAAF Approved complete set of athletics equipments at site as directed by Engineer-in-charge.(a)Shot Put Circle |
| 20 | (b) Hammer Circle |
| 21 | (c)Discus Circle |
| 22 | (d)Shot Put Stop Board |
| 23 | (e) Steeple Chase Hurdle |
| 24 | (f) Long Jump Trays |
| 25 | (g) Triple Jump Trays |
| 26 | (h)Long Jump Take off Board |
| 27 | (i)Triple Jump Take off Board |
| 28 | (j) Pole Vault boxes |
| 29 | (k)Pole Vault Cover |
| 30 | (l)Hammer Throw Cage |
| 31 | (m)Discus Throw Cage |
| 32 | (n)Arc. For Jewelling Throw |
| 33 | (o) Aluminium Kerb for Synthetic Athletic Track |
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