Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 CrAdmitted-Finance UNIT 424 4TH FLOOR EROS CITY SQUARE ROSEWOOD CITY SECTOR 49 GURGAON 122018 HARYANA | GURGAON | GURGAON | HARYANA | 122018 | ₹8.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.1 Cr+₹21.1 L (2.38%)Admitted-Finance 101 1 10 68 4 PLOT NO 52 SRINIVASA NILAYAM CHIKOTI GARDENS BEGUMPET HYDERABAD TELANGANA 500016 | MEDCHAL MALKAJGIRI | TELANGANA | 500016 | ₹9.1 Cr+₹21.1 L (2.38%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Great SportsTech Limited L2 | Gallant Sports and Infra Limited L1 |
|---|---|---|---|---|---|
| 1.00 | Providing architectural, structural, Geotechnical, Plumbing, and electrical designing services by developing the preliminary tender drawings into working drawings and issue of Good for construction drawings, structural designing of the structure complete as architectural and structural designing scope of work specified in special conditions of contract complete as per directions of Engineer in charge. including submission of 3 sets of A0 size drawings to the department. | 1 | Ls | 71,951.22 ₹71,951.22 Lowest | 6,00,000 ₹6,00,000 |
| 2.00Earth work in surface excavation not exceeding 30 cm in depth 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: | |||||
| 2.10 | All kinds of soil | 19,200 | sqm | 64.76 ₹12,43,392 | 47.2 ₹9,06,240 Lowest |
| 3.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 3.10 | All kinds of soil | 684 | cum | 259.02 ₹1,77,169.68 | 188.8 ₹1,29,139.2 Lowest |
| 4.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 6,400 | cum | 201.46 ₹12,89,344 | 94.4 ₹6,04,160 Lowest |
| 5.00 | Supplying and stacking of good earth (good red earth suitable for horticulture work) at site including royalty and carriage with all leads and lifts complete (earth measured in stacks will be reduced by 20% for payment.)
Note:- Contractor has to supply the earth from his own source / any other source and nothing extra shall be paid. | 11,000 | cum | 1,165.61 ₹1,28,21,710 | 1,062 ₹1,16,82,000 Lowest |
| 6.00Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | |||||
| 6.10 | All kinds of soil | 19,200 | sqm | 35.98 ₹6,90,816 Lowest | 47.2 ₹9,06,240 |
| 7.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
Tender Value
₹9.4 Cr
EMD Value
₹28.2 L
Closing Date
23 Jul 2025, 3:00 pmClosed
Registrar, IISERT
Tirupati
CONSTRUCTION OF 400M 8-LANE SYNTHETIC ATHLETIC TRACK AS PER WORLD ATHLETIC STANDARDS WITH ASSOCIATED SPORTS TRACKS AND FOOTBALL GROUND AT IISER TIRUPATI, YERPEDU UNDER KHELO INDIA SCHEME
2025_ISRTP_867362_1
IISERT/ENGG/2025-26/01
Open Tender
Coal Works
Item Rate
245 days
Tirupati
as per tender document
2 documents required · 2 mandatory
₹590
Payable To The Director, IISERT
₹28.2 L
IISER Tirupati
18 Aug 2025
4 Jul 2025
24 Jul 2025
4 Jul 2025
23 Jul 2025
10 Jul 2025
4 Jul 2025 - 8 Jul 2025
9 Jul 2025
Amount
Providing architectural, structural, Geotechnical, Plumbing, and electrical designing services by developing the preliminary tender drawings into working drawings and issue of Good for construction drawings, structural designing of the structure complete as architectural and structural designing scope of work specified in special conditions of contract complete as per directions of Engineer in charge. including submission of 3 sets of A0 size drawings to the department.
Earth work in surface excavation not exceeding 30 cm in depth 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
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Supplying and stacking of good earth (good red earth suitable for horticulture work) at site including royalty and carriage with all leads and lifts complete (earth measured in stacks will be reduced by 20% for payment.) Note:- Contractor has to supply the earth from his own source / any other source and nothing extra shall be paid.
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Consolidation of subgrade with Paver road roller of 8 to 12 tonne capacity in layer thickness not exceeding 20cm including making good the undulation, dressing to camber as per the drawing for football field, etc., with earth or quarry spoils etc., and rerolling the subgrade including watering etc., all completed as per direction of Engineer-in-charge
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
On bituminous surface @ 0.50 Kg / sqm
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.
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 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.
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
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-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20
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 of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, 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 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc. i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
300 mm dia. R.C.C. pipe
Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, 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 a lead of 50 m : All kinds of soil
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
M.S. tube
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-Charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
Supplying chemical emulsion in sealed containers including delivery as specified
Chlorpyriphos emulsifiable concentrate of 20%
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil using chemical emulsion @ 5 lit/sqm entire ground surface area
With Chlorpyriphos E.C. 20% with 1% concentration
Supplying Gramoxone Herbicide (Syngenta India Ltd or equivalent) contains 24% w/w of the active ingredient paraquat dichloride in sealed containers including delivery as specified. (Paraquat dichloride is a bipyridilium herbicide that works by disrupting the electron transport chain in plants).
Weedicide treatment of lawn/ playfield area through Gramoxone Herbicide (Syngenta India Ltd or equivalent) contains 24% w/w of the active ingredient paraquat dichloride (Paraquat dichloride is a bipyridilium herbicide. one litre Gramoxone Herbicide diluted in 499 litres water and applying solution @ 1.00 litre solution per sqm lawn or bed area. (two application) (cost of chemical paid separately) and as per direction of officer-in-charge
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.
Supply and application of Vermicompost of approved quality at site of work as per direction of the officer-in-charge
Supply and application of insecticide (Phorate, phorosan or equivalent) of approved quality at site of work as per direction of the Engineer-in-charge.
Supply of Chemical fertilizer.
N:P:K - 19:19:19 or 15:15:15 Or 20:10:10
Flooding the ground with water including making kiaries and dismantling the same.
Fine dressing of the ground
Marking of football ground as per FIFA standards, the cost includes all, materials, labours, tools, tackles, Nothing extra shall be paid
Supplying, filling, spreading & levelling gravels of size range 5 mm to 15 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in charge.
Providing, laying & jointing in position Double Wall Corrugated ( DWC ) perforated HDPE pipes conforming to IS 16098 (Part 2): 3013 Structured-Wall plastics piping systems for Non- Pressure drainage and sewerage and suitable for the respective working pressures (SN8) with simple push fit joints with Elastomeric sealing Ring for online system or with extra couplers, accessories e.g. couplings, tees, bends, reducers, flanged tail pieces etc. jointing as per manufacturers' instruction excluding trenching and refilling etc. : External work (End caps, T or Y Joints and couplers paid separately) NOTE: All joints in the drains and connections between the laterals and main drains shall be made using purpose–made or otherwise approved sealed junctions of appropriate size.
100mm dia.
Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :
With common burnt clay F.P.S. (non-modular) bricks of class designation 5.0
SPRINKLER SYSTEM
Supply, Installation and Commissioning of Sprinkler system for the football ground including supply and laying appropriate sized and designed HDPE pipes from pump room/ nearby tapping location to the entire network of football ground. The item also includes necessary number of pop up sprinklers of approved makes, all types of valves, specials, boxes, etc. to make the system complete and integrating the same with the existing pump system and automation of the same. and providing a filtration unit. The item also includes all necessary cables, wires, motors, starters etc. The work shall be carried out based on the design submitted and approved
Supply and Installation of Movable Goal Posts with required ground sleeve. Made with branded high-quality MS Steel Pipe in 4" Dia of Branded Epoxy Paint with Rust & Corrosion Free and Zero Vibration the Size: 24 Feet x 8 Feet (7.32 mt Long and 2.44 mt Hight, Back Support of 1.5". The Poles Comprise wheels which make it easy to move. with Goal Nets High Rigidity Material 4.5 mm machine knitted the colour.
Supply and Installation of Corner Flag Posts made of 25 mm pvc post require round sleeve. with non-pointed top, unbreakable , flexible base , high signal optics,1.5 m height and 25 mm diameter Including Compulsory and optional flags as per the FIFA standards requirements and guidelines.
SYNTHETIC TRACK WORK Providing and laying 8 lanes synthetic athletic track of sandwich system with the product certified by World Athletics (WA) of minimum 15mm thick to achieve class 2 WA certification including marking as per WA standard and specification of all the sports event under Class 2 certification. The cost includes obtaining certification of the facility from WA for class 2 category and the associated charges towards testing, documentation, etc. Nothing extra shall be paid
Normal Stress Areas with a minimum thickness of 15mm of finished track surface.
High stress areas with a minimum thickness of 20mm to 25 mm of finished track surface
Construction of sand filling in jumping pits, including cost and conveyance of all materials and labour charges to the site to fill the sand in pit and complete finished items as per drawing as directed by Engineer in charge.
Construction of Steeplecase pit inside North D portion as per WA drawing and specification and as directed by Engineer-in-charge.
Supply and installation of WA certified Pole-vault boxes as per WA specification, including all fixing charges, accessories, tools, tackles, etc. as directed by the engineer in charge
Supply and installation of WA certified Covers for pole-vault including synthetic top as per WA specification, including all fixing charges, accessories, tools, tackles, etc. as directed by the engineer in charge
Supply and installation of WA certified Take off tray as per WA specification, including all fixing charges, accessories, tools, tackles, etc. as directed by the engineer in charge
Supply and installation of WA certified Take off wooden board as per WA specification, including all fixing charges, accessories, tools, tackles, etc. as directed by the engineer in charge
Supply and installation of WA certified Dummy board with synthetic top as per WA specification, including all fixing charges, accessories, tools, tackles, etc. as directed by the engineer in charge
Supply and installation of WA certified Hammer cum Discuss Ring with cage as per WA specification, including all fixing charges, accessories, tools, tackles, etc. as directed by the engineer in charge
Supply and installation of WA certified Short put rings with toe board as per WA specification, including all fixing charges, accessories, tools, tackles, etc. as directed by the engineer in charge
Supply and installation of WA certified Discuss rings as per WA specification, including all fixing charges, accessories, tools, tackles, etc. as directed by the engineer in charge
Supply and installation of WA certified Aluminium Kerbing as per WA specification, including all fixing charges, accessories, tools, tackles, etc. as directed by the engineer in charge
Supply and installation of WA certified steeple chase hurdle as per WA specification, including all fixing charges, accessories, tools, tackles, etc. as directed by the engineer in charge
Great SportsTech Limited (BID ID -3253802)
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
NIT012025.pdf
NIT • 11.93 MB
BOQ_911796.xls
BOQ • 0.41 MB
174793021.pdf
Tender Documents • 11.95 MB
174793032.html
Tender Documents • 0.05 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .