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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 CrAccepted-Finance | ₹10.6 Cr | L1 | Accepted-Finance quoted as L1 |
| 2 | L2₹11.1 CrAccepted-Finance | ₹11.1 Cr | L2 | Accepted-Finance quoted as L2 |
| 3 | L3₹11.8 CrRejected-Finance E 23 KARAMPURA DELHI DELHI 110015 | WEST DELHI | DELHI | 110015 | ₹11.8 Cr | L3 | Rejected-Finance quoted as L3 bidder |
| 4 | L4₹12.3 CrRejected-Finance E 42 3RD OKHLA INDUSTRIAL AREA PHASE 2 OKHLA NEW DELHI | ₹12.3 Cr | L4 | Rejected-Finance Quoted as L4 bidder |
| 5 | L5₹12.4 CrRejected-Finance | ₹12.4 Cr | L5 | Rejected-Finance quoted as L5 bidder |
| Sl No | Description | Qty | Unit | M/s Syncotts International L1 | shiv naresh sports pvt ltd L3 | Great Sports Infra Pvt. Ltd L5 | Michezo Sports Infrastructure Private Limited L2 | ADVANCED SPORT TECHNOLOGIES LLP L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres all as per Morth specification 301 | 215 | Cu.M | 182.16 ₹46,213.99 | 300 ₹76,110 | 328.6 ₹83,365.82 | 350 ₹88,795 | 195 ₹49,471.50 |
| 2.00 | Preparation of sub-grade and compacting the same with 8 to 10 ton power roller including forming camber and gradients watering and rolling to reach required density complete. | 10,514 | Sq.M | 25.3 ₹3.1 L | 70 ₹8.7 L | 79.5 ₹9.9 L | 70 ₹8.7 L | 45 ₹5.6 L |
| 3.00 | Providing granular surface to required thickness including cost and conveyance of all materials from approved quarry and consolidation by power roller as per clause 401 of Morth specification- Rate for 100 mm thick or 1cum | 805.7 | Cu.M | 2,000 ₹19.0 L | 2,300 ₹21.9 L | 2,416.8 ₹23.0 L | 2,250 ₹21.4 L | 2,900 ₹27.6 L |
| 4.00 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. | 10,514 | Sq.M | 50.6 ₹6.3 L | 60 ₹7.4 L | 61.48 ₹7.6 L | 70 ₹8.7 L | 58 ₹7.2 L |
| 5.00Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density | ||||||||
| 5.01 | 200mm thick layer | 2,105.4 | Cu.M | 2,425 ₹60.2 L | 3,200 ₹79.5 L | 3,339 ₹83.0 L | 3,300 ₹82.0 L | 3,200 ₹79.5 L |
| 6.00 | Providing and applying primer coat over WMM surface using 6 kgs of bitumen emulsion for 10 sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer etc. complete as per clause 502 of MOST specification | 10,514 | Sq.M | 35.42 ₹4.4 L | 70 ₹8.7 L | 79.5 ₹9.9 L | 75 ₹9.3 L | 47 ₹5.8 L |
| 7.00 | Providing and applying tack coat over PC with WMM surface treated with prime coat using 2.5 kgs of emulsion for 10 sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying required quantity of bitumen as tack coat by bitumen sprayer etc. complete as per clause 503 of MOST specification | 10,514 | Sq.M | 15.18 ₹1.9 L | 20 ₹2.5 L | 26.5 ₹3.3 L | 20 ₹2.5 L | 25 ₹3.1 L |
| 8.00 | Providing and laying Dense Bituminous macadam 50mm consolidated thickness using 4% of bitumen 60/70 grades per clause 507 of MORTH specification. | 10,514 | Sq.M | 550 ₹68.2 L | 550 ₹68.2 L | 572.4 ₹71.0 L | 525 ₹65.1 L | 580 ₹72.0 L |
| 9.00 | Providing and laying Bituminous concrete 25mm consolidated thickness using 5.1% of bitumen 60/70 grade as per clause 512 of MORTH specification. | 10,514 | Sq.M | 354 ₹43.9 L | 330 ₹40.9 L | 355.1 ₹44.1 L | 350 ₹43.4 L | 345 ₹42.8 L |
Tender Value
Refer Docs
EMD Value
₹5.9 L
Closing Date
9 Oct 2025, 3:00 pmClosed
the Member Secretary
Jawaharlal Nehru Stadium, Raja Muthiah Road, Periyamet, Chennai-600 003
Supply and Installation of 8 lane Synthetic Athletic Track in Cuddalore District Sports Complex.
2025_SDAT_590525_1
sports/2024-2025/076
Open Tender
Civil Works - Others
180 days
Cuddalore
ref prequalification document
3 documents required · 3 mandatory
₹0
₹5.9 L
Yes
Chennai
27 Feb 2026
8 Aug 2025
10 Oct 2025
8 Aug 2025
9 Oct 2025
8 Aug 2025
8 Aug 2025 - 13 Aug 2025
13 Aug 2025
Amount
Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres all as per Morth specification 301
Preparation of sub-grade and compacting the same with 8 to 10 ton power roller including forming camber and gradients watering and rolling to reach required density complete.
Providing granular surface to required thickness including cost and conveyance of all materials from approved quarry and consolidation by power roller as per clause 401 of Morth specification- Rate for 100 mm thick or 1cum
Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface.
Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density
200mm thick layer
Providing and applying primer coat over WMM surface using 6 kgs of bitumen emulsion for 10 sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer etc. complete as per clause 502 of MOST specification
Providing and applying tack coat over PC with WMM surface treated with prime coat using 2.5 kgs of emulsion for 10 sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying required quantity of bitumen as tack coat by bitumen sprayer etc. complete as per clause 503 of MOST specification
Providing and laying Dense Bituminous macadam 50mm consolidated thickness using 4% of bitumen 60/70 grades per clause 507 of MORTH specification.
Providing and laying Bituminous concrete 25mm consolidated thickness using 5.1% of bitumen 60/70 grade as per clause 512 of MORTH specification.
Supply and installation of synthetic Atheletic track flooring of 14-18mm thick of IAAF approved make or any other equivalent make and installation, laying and marking on the track as per the manufacuture' specification etc. complete
High stress area 20mm thick
High stress area 25mm thick
Providing and fixing precast cement concrete road kerbs of size 300 x 150 mm made to shape in C.C.1:2:4 using 20 mm down size Coarse graded aggregate including form work and fixing in base cement concrete 1:3:6 nominal mix laid over sand bed including pointing exposed faces with C.M 1:3 etc. complete, as directed.
Excavation in all types of soil including dense soil, disintegrated / weathered / soft rock (Poclainable) not requiring blasting for Footings of columns, pilecaps, Retaining walls, Core walls, catch pits, Lift pits, trenches for drains, etc., by mechanical means including manual excavation for levelling, dressing of sides and ramming of bottom with all leads and to the following lifts dewatering of both ground and surface water, removal of slurry generated while excavation and keeping the area free of water with necessary shoring, struting, required for keeping earth in position including back filling in the sides of foundation with filling materials as approved all as per the specifications etc, in layers of not exceeding 200 mm thick, consolidating each deposited layer by ramming and watering. Rate to include disposing the excess earth and spreading in layers to the required levels within the site wherever specified and carting away the surplus earth outside the campus as directed.
lift upto 2.00 m depth
Narrow excavation
Supplying and filling in foundations and the area wherever specified with approved good quality filling materials in plinths, area development etc. wherever specified in layers of not exceeding 150 mm thick including breaking clods, storing, transportation, double handling, watering, compacting each layer with vibratory compactor and at un-accessible places with wooden / steel rammers to achieve 95% proctor density at optimum moisture content, all leads and lifts, bailing / pumping out of water to keep site dry while backfilling cost shall include conveyance of all materials, labour, machinery etc. complete as directed. The rate to includes loading, unloading, hire and fuel charges for tools and plants and other incidental charges etc., complete.
Approved quality quary dust
Approved quality M-Sand
Providing and laying plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 stone aggregate) of specified thickness using coarse graded aggregate of 40 mm and down size for levelling course under footings, steps, walls, platform, floors etc. including form work wherever necessary and well compacted etc. all complete, as directed.
Providing and fixing reinforced cement concrete perforated precast slab with cement concrete 1:1.5:3 for drain cover slab . Rate shall include for providing necessary casting platform, shuttering, reinforcement as detailed below, finishing exposed faces smooth wherever necessary and pointing the joints with C.M 1:3, 15 mm thick curing and fixing in position etc complete and as directed. Rate shall include for providing necessary MS angles of required size based on the thickness of precast slab and to be fixed on the edges of the precast slab including grouting the lugs with Cement concrete 1:1.5:3, GI Hooks for lifting the slab etc complete, as directed for trench covers, drain covers etc.,
75 mm thick
Brick work in Cement Mortar 1:5 using best quality of Second Class Ground Moulded Chamber Burnt Bricks 9" x 4-3/8" x 2-3/4" for foundation and basement including curing, etc., complete complying with standard specifiction. For Foundation and Basement
For super structure in Ground floor
Providing 15 mm thick water proof plaster in internal walls(wherever necessary) with Cement Mortar 1:3 (1 cement : 3 Fine sand) with water proofing compound as per IS specification and roughening the surface in green condition with wire brush and clearing of loose particles with sponge brush (washed sand finish)
Providing and laying in position the RCC humepipes (NP3) of approved quality and make including collars,.necessary Excavation, PCC 1:2:4 supports, Sand cushion of 150mm on all sides, Refilling with earth, Compaction and making good the level, alignment etc.,complete
300mm dia
Supplying, laying and jointing GI pipes of approved quality and best variety of B Class pipes of 100mm dia including labour for laying including earth work excavation, re-filling the trench with excavated earth, sand filling, etc., complete.
Construction Rain water chamber of 800 x 800mm and average depth of 1.2m in Brick work with II class ground moulded well burnt chamber bricks in cement mortar 1 : 5 , with base concrete 1:5:10 to a thickness of 15cm, plastering in C.M. 1:5, 12mm thick inside and outside, providing channels and slopes, M 25 Precast R.C.C. cover slab 7.5cm thick complete. The rate shall include for necessary excavation, dewatering, refilling, watering, ramming, removing, the surplus excavated material and making good the same complete as required. Cost shall be inclusive of providing,CI manhole cover 600 x 600(Medium duty) with frame.
12 mm thick cement plaster to walls with cement mortar 1:3, ( 1 cement : 3 fine sand ) according to specifications. Rate shall include for necessary staging, scafolding and curing at all levels and elevations etc.complete as directed.
Providing form work for centering shuttering etc for all Rcc works including strutting upto 3.29m in all floors using M.S Sheets of size 90cm x 60 x 10g stiffened with m.s angle of size 25mm x 25mm x 10g over silver oak country wood joints of size10cmx 6.5cm spaced at about 90cm c/c and supported by casurina props of 10cmto 13 cm dia spaced at 75cm c/c complying with standard specification and as directed and removing the same after specified period without damaging concrete etc complete
For Rectangular beam, slab, waist slab, landing slab, lintel and ball other plain surfaces etc complete.
Vertical Centering
Reinforced cement concrete 1:11/2:3 (one cement,one and half sand and three aggregates) using 20mm gauge H.B.S.J for all R.C.C works connected to the work excluding centering, shuttering and cost of reinforcement grill but including curing, finishing etc., complete and also including fixing fan clamps and fixtures wherever necessary as directed by the departmental officers .
Foundation & Basement
For super structure in Ground floor
Supplying and fabricating and placing in position MS or RTS steel rods for all R.C.C.works including cost of steel and cost of binding wire also.
Plastering the walls and floors withC.M1:5 ,12mm thick using fine river sand including curing and finishing neatly complying with standard specification and as directed by the departmental officers etc.,complete.
Manufacturing supplying and fixing in position of steel window with openable shutter frame made out of steel sections confirming to IS 7452/1982. The outer frames of windows made out of 'Z' section (F7D) of size 20x20x3mm confirming to IS 7452/1982. Mullions are made out of (F4B) T section of size 46x25x3mm confirming to IS 7452/1982The shutters are individual and each of them can be operated separately. Sash bars are made of 'T' Section (T2)of size 25x22x3mm 2 Nos of sturdy hinges and one number of handlecum ratch of special type are fixedfor each openable shutter.Suitable opening is left for its easy operation. One number of window adjustable string with fixing bracket of sufficientlength are providedfor each shutter 4 No of 40x40x3mm angle fold fosts of 230mm length are welded to the frames at appropriate point. M.S.square bars of 12mm size is welded to the inner face of the window at equal intervals not excluding 10cm spacing 20guage M.S. Sheet to be used. T.W beeding of size 15x15mm with screws for fixing.
Fabricating supplying and fixing of MS doors with single/two leaves with following specifications Door outer frame 40x40x6mm Angle shutter frame 35x35x6mmAngle, M sheet 20 guage intermediate Stiffener "T" Section 25x25x6mm, pannel should be covered with 20 guage MS sheet with necessary Tower Bolt 30cmlength, butt hinges, handle on both sides hold fast etc., complete with one coat of red oxide primer.
White washing the walls and ceiling with two coats of best shell lime using fevicol, sodium chloride and blue etc, including preparation ofsurface and neat finishing etc,complete with standard specification and as directed by the Departmental officers etc.,complete
Painting the new walls with two coat of cement paint of approved quality and colour including preparation of surfce and finishing neatly and with one coat of primer etc., complete complying with std., specification and as directed by the departmental officers.
Painting the new iron works, in all floors,two coats of best synthetic enamel paint of approved quality, colour and brand (to be approved by Executive Engineer before use on works) over one coat of primer including scrapping and preparation of surface,cost o fbrushes, high scaffolding charges, neat finishing complying with std., specification.
Supply and fixing in position SFRC Man hole covers of 600x600mm sizes (heavy duty) with frame of various sizes of best approved quality and as per standard specifications etc complete.
Supplying and fixing PVC foot steps
Cement Concrete 1:5:10 (One Cement, Five sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification
Supply and fixing of 75x75x6mm Angle ring made up of 75x6mm MS flat with necessary anticorrosive zinc chromite primer with necessary earth work excavation and inserting in the concrete surface and finish neatly etc complete.
Supplying laying and jonting UPVC pipes (Un- Plasticized Polyvinyl Chloride) (Schedule-80) of approved quality and best variey conforming to ISS and with ISI mark of the following sizes including cutting threading and fixing UPVC specials excluding cost of such specials and laying in position with proper gradient with proper sand cushion etc wherever necessary.
50mm dia
40mm dia
80mm dia UPVC pipe
100mm dia PVC pipe
Supplying and fixing in position PVC /G.I specials such as plain bend tee door tee offsets, Y junction pliab with door of various sizes of best approved quality conforming to ISS and providing leak proof joints including fixing to wall and giving connection to the PVC pipe connection.
50mm dia UPVC Elbow
80mm dia UPVC Elbow
80mm dia UPVC Tee
100mm dia UPVC Elbow
100mm dia UPVC Tee
2x1 1/4" Reducer Elbow
Reducer Tee 2 1/2"x1 1/4"
2" G.I Pipe Nipple 150mm length
2 1/2"x1 1/4" G.I. Reducer Elbow
1 1/4" Pipe Nipple 4" length
Supplying and fixing in position first quality and approved veriety of valves, (Heavy Duty) with ISI mark of the followings izes including cost of shellac, thread, labour charges for cutting, threading of G.I. Pipes/UPVC pipes etc. complete complying with standard specification for both internal and external water supply arrangements.
1 1/4" Gun Sprinkler (Full Circle)
1 1/4" Gun Sprinkler (Half Circle)
1 1/4" Gun Sprinkler (Quarter Circle)
50mm dia Air Release Valve
50mm dia Non Return Valve
9" Valve Box
50mm dia Ball valve
80mm dia Ball valve
100mm dia Ball valve
Supply and fixing of 10 HP ISI make 52M head Motor, 9.7 LPS with Panel Box and Motor to starter cable also.
Supply and fixing of 35 sq.mm cable including earth work excavation and refilling the same
Drilling of Borewells anywhere in TamilNadu including transportation from one place to another with in TamilNadu in alluvial soil sedimentary strata of clay and sand stone shale pennles boulders etc. By first taking a pilot bore of 140mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs fuel, labour and drilling bentonite and water required for drilling at site.- Up to 60m depth ending below ground level.
Up to 60m depth ending below ground level.
From 60m upto 90m Depth ending from ground level
From 90m upto 120 m Depth ending from ground level
Reaming 150mm dia pilot bore to 300mm dia bore as directed by the TWAD Board.
Up to 60m depth ending below ground level.
From 60m upto 90m Depth ending from ground level
From 90m upto 120 m Depth ending from ground level
Labour Charges for developing the Borewell with air compressor of 600 CFM capacity (Minimum 8 Hours) including transportation, labour and fuel charges for compressor as directed by TWAD Officers and conducting yield test by 'V' notch method.
Labour Charges for inserting PVC Casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes with PVC Couplers with Cement paste etc., complete, supply and packing the annular space with pebbles of size and quality as approved by the Executive Engineer.
Supply and fixing of 160MM dia PVC special Blue pipes for Borewells
Plain pipes
Slotted special blue pipes
Suply and erection of 3HP Submerssible pumpset suitable for 150mm dia Borewell with ISI mark IS8034 with Panel board DOL with two level Guard and Auto start. The cost including all taxes and the panel board should be provided as per specification given with erection charges.
Supply and run of 4 sq.mm 3 core flat type copper cable
Plain cement concrete 1:2:4(one of cement, two of sand and four of aggregate) using 20mm Hard broken granite stone jelly for foundation including dewatering if found necessary and laid in layer of not more than 15cm and consolidation etc complete.
Supply and fixing of GI Pipes of following dia with one coat of red oxide primer for cloth drying including necessary screws, clamps, welding charges etc complete with standard specification.
50mm dia GI pipe
40mm dia GI pipe
Supplying and fixing in position of PVC Coated Chain link fencing 12G 1.5"x1.5" including stiffner wire for fixing top and bottom and tying the fencing to the post with Aluminium binding wire etc complete complying with standard specification.
Supplying and fixing Ms grills for doors, windows,Ventilators and Gates of approved design and as directed by the departmental officers including cost of ms grills labour charges and cost of one of red oxide primer coat etc., complete complying with std. specification.
Providing cement concrete rubber moulded paver blocks of 65mm thick of approved quality and make, the cost including labour for paving the precast inter locking blocks over required sand cushion excluding cost of sand cushion but including hire charges for vibratory machine and paving the blocks intrue and straight alignment with necessary gradient as directed by departmental officers.
Brick work in Cement Mortar 1:3 using best quality II class table moulded chamber burnt bricks of size 9"x4 3/8"x2 3/4" for foundation and basement including curing, etc., complete complying with standard specifiction.
Supply of Sports Equipment material for conducting various events of IAAF approved make or any other equivalent make including installation as per the manufacuture' specification etc. complete
Polevault boxes
Covers for polevault including synthetic top
Take off Tray
Take off wooden board
Dummy board with synthetic top
Hammer cum Discuss Ring with cage
Short put rings with toe board
Discuss Ring with cage
Aluminium Kerbing
Water jump hurdle
Levelling and filling football ground in to the suitable gradient, applying water to the ground and allow for 3 days, after15 days, removing any vegetation or grass, or wild grass growth if necessary and thoroughly mixing the earth and leveling to the required gradient etc completely and as directed by the SDAT officers.
Supply and stacking of red earth at site to the departmental gauge for premeasurements which is of light textured, crystalline,porous and friable and not of generally acidic and neutral but not of alkaline and should be fertile, including seignior age charges, cost of transportation, loading, unloading, stacking and inclusive of all taxes etc., complete
Supply of well decomposed farm yard manure in a powdery form, devoid of soil sand, stones, plastics and other materials, highly nutrient and which support plant growth.
Supply and fixing of combined Panel Box including Fuse unit, MCB indicator Lux Hose gland including labour charges for fixing.
Michezo Sports Infrastructure Private Limited (BID ID -1481749)
shiv naresh sports pvt ltd (BID ID -1446683)
ADVANCED SPORT TECHNOLOGIES LLP (BID ID -1445310)
Great Sports Infra Pvt. Ltd (BID ID -1445397)
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