Tender For Maintenance Of Various Sports Complexes / Golf Courses (A/R And maintenance of Of Works At Yamuna Sports Complex For The Year 2026-27). Sub. Head:- Conversion Of The Existing Clay Track Into 6 Lane Synthetic Track Along With Line Marking T
Tender Value
4.31 Crore
Estimated cost
Bid Submission
15 Jul 2026
3 days left
EMD
8.63 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Maintenance Of Various Sports Complexes / Golf Courses (A/R And maintenance of Of Works At Yamuna Sports Complex For The Year 2026-27). Sub. Head:- Conversion Of The Existing Clay Track Into 6 Lane Synthetic Track Along With Line Marking To Be Made With World Athletics (Wa) Approved Material At Yamuna Sports Complex (Specialized Work).
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in surface excavation upto depth 12.5 cm but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil |
| 2 | 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. |
| 3 | 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. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 4 | 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 paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 5 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion.On W.B.M / W.M.M. @ 0.4kg/sqm |
| 6 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion. On bituminous surface @ 0.25kg/sqm |
| 7 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped 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 specifications and directions of Engineer-in-Charge. 50 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 |
| 8 | 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 withpaver finisher equipped 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. |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth. 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 11 | 12 mm cement plaster of mix: 1:4 (1 Cement: 4 coarse sand) |
| 12 | Providing and laying Synthetic Athletic Track Full PUR System having a minimum thickness as per product approval from WAF with valid product approval certificate and laboratory test certificates from World Athletics (WA), all complete as per equirements/specifications laid down by World Athletics/ IAAF. The proposed product/brand should beIndian/European/American/Australian manufacturer only. Suppliers must provide documentation proving the origin of materials used all complete as per specification laid down by World Athletics (earlier IAAF) and as per direction of the Engineer-in-Charge.I. Surface Preparation & Inspection: The Sub base needs to properly prepared and inspected for any irregularities, cracks or rough spots and treated before starting the application.II.Primer Application: Polyurethane (PU) primer, as approved by the Engineer-in-charge, designed to create a bond between the asphalt sub base and PU layers which is to be applied evenly throughout the area to be covered manually and allow it to cure for minimum 12 hours.III.Full PUR layers, PUR Layer Application: The system is applied in 3 layers to achieve required minimum thickness as per product approval from WA standards of Full PUR system. |
| 13 | Supplying and installation of white and other coloured line marking of 5 cm vide (for running track, discus throw, shot put, long jump) as per world athletics standard. Using paint of approve brand and manufacture including masking tape etc to give an even shade, all complete as per direction of Engineer-in-Charge. |
| 14 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within alead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 15 | providing and laying of HDPE pipe for drainage all complete as per direction of Engineer-In-Charge. (a) HDPE Pipes150 mm Dia |
| 16 | Restoring old stadium chair using gas flame complete as per direction of Engineer-in-Charge. |
| 17 | Supplying & Stacking of Selection No.1 grass turf at site fresh & free from weeds having proper roots, lush green including loading, unloading, carriage and all taxes paid etc. and as per direction of the officer-in-charge. |
| 18 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). In rows 5 cm apart in both directions |
| 19 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 20 | Amount after GST correction factors on items excluding item no.12,13,15,16,17,18 = Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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