Uttar Pradesh Rajkiya Nirman Nigam Limited has published Construction Of Synthetic Athletic Track At Mahant Avaidyanath Ji Maharaj Stadium , Jungle Kauriya , Gorakhpur. Submission Date for this Tender is 12-03-2021. Sports Complex Tenders in Mahant Avaidyanath Ji Maharaj Stadium, Gorakhpur Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 02-Mar-2021 | Technical Corrigendum | Technical Bid | 12-03-2021 |
| Name of Work: Construction of Synthetic Athletic Track in Mahant Avaidyanath Ji Maharaj Stadium, Jungle Kauriya, Gorakhpur | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SUB HEAD AND ITEM OF WORK | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Earth work in excavation by mechanical means (Hydraulic excavation)/ manual means over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm on plan) inclding disposal of excavated earth lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil. | BI01010001010000000000000515BI0100001113 | 1942.5 | CUM |
| 3 | 1.02 | Sand filling in plinth including supply of necessary quantity of sand from a distance to the site of work including watering, dressing etc. labour & T&P etc. required for proper completion of work saplings of girth upto 30 ground level and removal of rubbish upto a distsnce of 50m out side the periphery of area cleared. under floor Local River sand. | BI01010001010000000000000515BI0100001114 | 388.5 | CUM |
| 4 | 1.03 | Provding and laying in postion cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001115 | 388.5 | CUM |
| 5 | 1.04 | Prepration and consolidatio of sub grade with power road roller of 8 to 12 tonne capacity after excavation earth to an average of 22.5 cm depth dressing to camber and consolidating with road including making good the undultation etc and re-rolling the sub grade and disposal of surplus earth with lead upto 50 meters. | BI01010001010000000000000515BI0100001116 | 1098 | CUM |
| 6 | 1.05 | Provding and applying tack coat using hot straight run bitumen of grade VG-10 including heating the bitument with mechanically operated spray unit filled on bitumen boiler, cleaning and preparing the existing road surface as per specifications on W.B.M. @ 0.75 Kg/Squm. | BI01010001010000000000000515BI0100001117 | 3660 | CUM |
| 7 | 2 | Providing and applying tack coate using hto straight run bitument of grade VG-10 including heating 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. | BI01010001010000000000000515BI0100001118 | 3660 | CUM |
| 8 | 3 | Providing and laying bituminous macadm using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers laid over a previously prepared suface 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 acheive the desired compaction and density complete as per specifications and direction of Engineer in charge 50 to 100mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (Percentage by weight of total mix) prepared in batch type Hot Mix Plant of 100-120 TPH capacity. | BI01010001010000000000000515BI0100001119 | 366 | CUM |
| 9 | 4 | Providing and laying bituminous concret using crashed 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 the smooth wheeled vibratory and tandem rollers to acheve the desired compacation and density as per specification, complete and as per directions of Engineer In charge 40/50 mm compacted thickness with bitument of grade VG-30 @ 5.5% (Percentage by weight to total mix) and lime filler @ 3% (Percentage by weight of Aggregate and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch TYpe Hot Mix Plant of 100-120 TPH capacity. | BI01010001010000000000000515BI0100001120 | 183 | CUM |
| 10 | 5 | Construction of granular sub-base by providing close graded material conforming to specificatons mixing in a mechanical mix plant at OMC, carriage of mixed meterial by tippers to work site. For all leads and 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 with material conformaing to Grade-1 (size range 75 mm to 0.075 mm) having CBR Value-30 | BI01010001010000000000000515BI0100001121 | 274.5 | CUM |
| 11 | 6 | Providing laying spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specificaton including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with machanical paverfinisher in sub base/base course on well prepared surface and compacting with vibratory desired density. | BI01010001010000000000000515BI0100001122 | 274.5 | CUM |
| 12 | 7 | Providing and laying non-pressure NP2 class (light duty) RCC pipes with colars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc complete 450 mm dia RCC Pipe. | BI01010001010000000000000515BI0100001123 | 750 | CUM |
| 13 | 8.01 | Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand). | BI01010001010000000000000515BI0100001125 | 51.75 | CUM |
| 14 | 8.02 | Providing and placing in position 100 mm thick perforated drain covers factory made machine batched & machine mixed precast RCC Rectangular Covers on drains of footpath of various size, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c pm both ways, neat cement punning on finished surface properly encased on all edges with 1.6 mm thick 100 mm wide MS sheet and providing 2 nos 12 mm da bar for hooks etc including making 50 mm dia perforation @ 100 mm c/c/ including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer in charge. | BI01010001010000000000000515BI0100001126 | 337.5 | CUM |
| 15 | 8.03 | Providing and laying IAAF approved Synthetic Athletics Track FULL PUR System surface including markings on the surface all complete as per requirements/ specifications laid down by IAAF and as per direction of the Engineer-in-charge : Normal Stress Areas: The thickness of finished track surface should not be less than 13mm. | BI01010001010000000000000515BI0100001127 | 3660 | SQM |
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