Sports Development Authority Of Tamil Nadu Tender
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Sports Development Authority Of Tamil Nadu - SAI Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date26 Mar 2025
Closing Date24 Apr 2025
Tender AmountRefer Documents
Costs
EMD
₹ 4,84,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_SDAT_535792_1Tender No
sports/2024-2025/052Tender Authority
Sports Development Authority Of Tamil Nadu ViewPurchaser Address
-Website
http://https://sportsauthorityofindia.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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
1
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Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
8.14
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Cement Concrete 1:1-1/2:3 (One Cement, One and a half sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers
11
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Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.
0.99
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Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT
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Basement
49.47
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Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications.
438
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3mm Punning work in cement mortar (1:1) on floor, wall and necessary elemets including curing and finishing neatly complying with standard specification and as directed by the departmental officers etc.,complete.
692.59
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Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications.
1796
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Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications
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On W.M.M. @ 0.75 kg./sqm.
6389
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On bituminious surface @ 0.50 Kg/sqm
12777
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Providing and laying Bituminous concrete to 30mm / 40mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.
8454
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Labour charges for removing the old paver blocks without any damage etc., complete and as directed and full satisfaction of departmental officers
871
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Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.
1099
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Supplying and fixing of goal post of FIH approved drawing and design including all fitting and net.
4
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Supply and Installation of Players Dugout (size 24feetx8feet) 2" SS pipe for structural work, 1.5" MS pipe for support, 3 side cover up with 5mm ACE brand alu décor/ Alu bond & SS with Pine wood benches as per the prescribed standards and as directed by the departmental officers.
4
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Supply and Installation of Technical Dugout of size 12feetx 8 feet, 2" SS pipe for structural work 6" base platform, 1.5" MS pipe for support 3 side cover up with 5mm ACP brand alu décor / alu bond 4mm PVC transparent sheet for back cover as per the prescribed standards and as directed by the departmental officers.
1
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Supply and fixing of water trays for foot wash around the turf at entrance gate
4
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Supply and installation of fully comeputerized,automatic and single key operation pop-up spinkler system specifically dsigned for synthetic sports hockey surfaces including all fittings and accessories including earth work in excavation and re-filling (earth work includes 450mm of soil cover over the pipe and width of 300) HDPE pipe dia 150/110mm class pe 100 graede12.5g/cm2. ''including carriage of materials within all leads and lifts and other incidental.the rates are inclusive of octiori.royality, malkhana.tolltax .sale tax.or other taxes impossed by the government.
2
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supplaying and instllation of 40 h.p coupled pumping set with electronic controller etc.or equivalent ,making connections suitable for T W/D.C.B/ open well.the job includes screwing and welding of flanges on GI B-class riser pipes, installation of complete fittings and accessories with riser pipes,jointing of electrical cable and other connections .layout of the same along with details of product is to be got approved by the engineer-in-charge including carriage of materials within all leads and lifts and other incidentals .The rates are inclusive of octiori, royllity , malkhana,toll tax ,sale tax, or other taxes imposed by the Government.
2
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Dismantling , removing and carefully stacking RCC etc., complete complying with standard specification and as directed by the departmental officers at site of work.
201
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Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC M20 concrete using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed.
261
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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
169
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Dismantling of Existing Fencing with MS/GI post and Clearing /stacking away them from the site of work as directed by the departmental Officers.
1448
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Providing and fixing security chain link fencing around hockey ground 2.00 meter high made with 65 mm GI pipe 2''x2'' of 8 SWG hot dip galvanized chian link fixed with spilt line/wire for tighting angle iron and frame size 3x2 mtr and complete. including fixing in position in concrete complete in all respect to the entire satisfaction of engineer-in-charge including carriage of materials within all leads and lifts and other incidantal. The rates are inclusive of octori.roylity,malkhana, toll tax, sale tax or other taxes imposed by the Government.
2172
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Removing the existing damaged Synthetic Hockey Turf, Shock Pad including scrapping and cleaning of the existing Bituminous concrete by milling machine to correct the ground gradient as per latest FIH guidelines & removal of unserviceable materials 1KM away from the site as directed by the departmental offices. The cost including labour charges for the scrapping and conveyance charges with loading and unloading charges.cleaning the surface and stacking the materials with a lead of 1KM from the site of work etc complete as directed by the departmental officers
6630
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Supplying of FIH approved global category synthetic hockey turf from FIH preferred producer/supplier and laid by FIH certified field builder and jointing and fixing the same on the bituminous sub base with minimum 15mm thick rubberized under layer as per the FIH requirements and the pasting of synthetic grass as per specification of the Global Category FIH competition including all marking on the surface as per FIH rules and standard etc. complete as per the instructions of the engineer-in-charge.
8589
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Borewell:Supplying laying and jonting UPVC pipes (Un- Plasticized Polyvinyl Chloride) 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.
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50mm dia UPVC pipe
150
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40mm dia UPVC pipe
60
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Supplying and fixing in position UPVC /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.
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50mm dia UPVC Elbow
8
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Supply and fixing of 35 sq.mm cable including earth work excavation and refilling the same
90
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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.
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Up to 60m depth ending below ground level.
60
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From 60m upto 90m Depth ending from ground level
30
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From 90m upto 120 m Depth ending from ground level
30
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From 120 to 150 Depth ending from ground level
30
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From 150 to 180 Depth ending from ground level
30
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From 180 to 210 Depth ending from ground level and above
30
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Reaming 150mm dia pilot bore to 300mm dia bore as directed by the TWAD Board.
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Up to 60m depth ending below ground level.
60
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From 60m upto 90m Depth ending from ground level
30
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From 90m upto 120 m Depth ending from ground level
30
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From 120 to 150 Depth ending from ground level
30
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From 150 to 180 Depth ending from ground level
30
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From 180 to 210 Depth ending from ground level
30
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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.
8
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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.
210
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Supply and fixing of 160mm dia PVC special Blue pipes for Borewells
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Plain pipes
80
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Slotted special blue pipes
130
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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.
1
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Supply and run of 4 sq.mm 3 core flat type copper cable
250
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Video Tower :Supplying and fixing in position, M.S Vertical post with newone of supplying and fixing the MS pipe 100x100x5mm thick square hallow box section (15 kg/m ) of approved quality and make including cutting the MS pipe of required length and foundation packing with PCC 1:2:4 20mm gauge HBG stone jelly and removing the bend welding 2 nos of base plate 200mm dia with necessary ribs and drilling 4 nos of holes 16.50mm equal distance welding rigidly with the aid of 10 guage elctrode grinding smoothy and conveying the post to the site and erecting the same with necessary scaffolding materials bolts, nuts including, two coats primer coat etc., complete complying with standard specification and as directed by the departmental officers at site work.
74
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Supplying and fixing in position, M.S Rafter using 100 x 50 x 4mm thick rectangular hallow box section (Medium weight 8.89Kg/m ) pipe superior quality including cutting the pipes required size and welding the with the aid of 10guage electrode grinding and drilling smoothy and conveying the post to the site and erecting the same with necessary scaffolding materials Bolts, nutsincluding two coats primer coat etc complete complying with standard specification and as directed by the departmental officers at site work.
157
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Supplying and fixing in position, M.S Rafter using 80x40 x 4mm thick rectangular hallow box section (Medium weight 6.83Kg/m ) pipe superior quality including cutting the pipes required size and welding the with the aid of 10guage electrode grinding and drilling smoothy and conveying the post to the site and erecting the same with necessary scaffolding materials Bolts, nutsincluding two coats primer coat etc complete complying with standard specification and as directed by the departmental officers at site work.
140
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Supplying and fixing in position ISMB 150 ( weight 14.90Kg/m ) pipe superior quality including cutting the pipes required size and welding the with the aid of 10guage electrode grinding and drilling smoothy and conveying the post to the site and erecting the same with necessary scaffolding materials Bolts, nutsincluding two coats primer coat etc complete complying with standard specification and as directed by the departmental officers at site work.
27
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Supplying and fixing in position MS Square tube section 40x40x4 ( weight 4.61Kg/m ) pipe superior quality including cutting the pipes required size and welding the with the aid of 10guage electrode grinding and drilling smoothy and conveying the post to the site and erecting the same with necessary scaffolding materials Bolts, nutsincluding one coats primer coat etc complete complying with standard specification and as directed by the departmental officers at site work.
165
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Supplying and fixing in position MS Chequered plate of 6mm thickness with necessary welding charges incluidng labour charges for fixing, Lifting charges, hire charges foe welding machine machine and other incidental charges etc., complete and as directed by the departmental officers.
41
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Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
41
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Supplying and fixing J type / U type hook with necessary flat anf Bolt and Nuts for base plate fixing in foundation concrte level etc., complete and as directed by the departmental officers.
20
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Providing two legged scaffolding using 48.30mm dia heavy duty MS pipe over all height of 3.00m the distance between 2 legs being 1.25m and the spacing of the post being 2m in each rows and providing platform with C.W. planks using 40mm thick silver oak and 1.00m wide in complete form with horizontal bracings @ 1.50m c/c vertical direction and with cross bracings using same 48.30mm dia including cutting, threading assembly with red oxide primer, labour charges cost of speicals such on large plate, shoe, carcher, coupling, bolt and nut transportation charges. The bottom of vertical post shall rest on 300x300x70mm 1:2:4 concrete base as per the standard specification and as directed by the departmental officers.
50
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Supplying and fixing in position MS Video Tower using Vertical Post of size ISMC150mm connected over the base plate of size 0.20x0.20x16mm thick using Anchor bolts and and ISMC 100mm for around the video tower bottom coverd with MS chequered plate of 6mm thick..,Platform 4 sides covered by Handrails using 32mm NB MS circular pipe for flight portion and balustrade post of 40mm NB circular pipes . The intermediate stiffeners using ISA 50x50x6mm connected with ISMC150mm.The Steps bottom portion connected by ISA 65x65x6mm and top finishing with MS Chequared plate of 6mm thick. The tower roof covered by PPGI sheet with purlin of size 50x50x6mm. Finally finishing with Two coat of synthetic enamel paint over one coat of Red oxide primer etc., complete and as directed by the departmental officers.The rate includes Earth wpork excation, M Sand filling, PCC 1:5:10 cost of all materials, labour charges, transportation to site of work, loading, un loading and all other incidental charges etc., complete.
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