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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 CrAccepted-AOC J 219 LANE W 15 WESTERN AVENUE SAINIK FARMS NEW DELHI | ₹5.8 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹5.9 Cr+₹2.2 L (0.37%)Rejected-Finance 101 1 10 68 4 PLOT NO 52 SRINIVASA NILAYAM CHIKOTI GARDENS BEGUMPET HYDERABAD TELANGANA 500016 | MEDCHAL MALKAJGIRI | TELANGANA | 500016 | ₹5.9 Cr+₹2.2 L (0.37%) | L2 | Rejected-Finance L2 bidder |
| 3 | L3₹6.1 Cr+₹21.5 L (3.68%)Rejected-Finance DELHI DELHI 110015 | WEST DELHI | DELHI | 110015 | ₹6.1 Cr+₹21.5 L (3.68%) | L3 | Rejected-Finance L3 bidder |
Tender Value
Refer Docs
EMD Value
₹2 L
Closing Date
8 Feb 2021, 3:00 pmClosed
The Chief Engineer, Sports Engineering Wing
Directorate of Sports and Youth Affairs, Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram
Design, Supply and Installation of Full PUR 400 M, 8 Lane and 8 Straight Synthetic Athletic Track
2021_DSYA_407239_1
90/SEW/CE/2020-21
Open Tender
Civil Works - Others
Item Rate
300 days
Kannur
Please refer tender document
9 documents required · 9 mandatory
₹11,800
Yes
₹2 L
Yes
5 May 2021
19 Jan 2021
9 Feb 2021
19 Jan 2021
8 Feb 2021
19 Jan 2021
Amount
CONSTRUCTION OF SUB BASE WORKS
16.1 : 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 earth with lead upto 50 metres.
2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
16.79 : 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 mechanical mix plant, carriage of mixed material by tipper to site, 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.
CONSTRUCTION OF SUB BASE- BITUMINOUS WORKS
5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
5.2.b : Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
5.3.2.b : Providing and laying bituminous macadam with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using bitumen VG 30 crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. <br> Grading II - (19 mm nominal size )<br>
5.6.2.a : Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder( NRMB) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Grading - II (13.2 mm Nominal Size)<br>
FENCING WORKS
2.8.1 : 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 up to 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
4.1.8 : Providing and laying in position 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 nominal size)
10.26.3 : 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 approves steel primer.G.I. pipes
10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
16.70.1 : 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
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
16.68 : Providing and laying 60 mm 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 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
CONSTRUCTION OF SYNTHETIC LAYER
od283804/2020_2021 : Full PuR Surfacing : Design, Supply and installation of full PUR, Terra cotta coloured 400m Synthetic Athletic track of WA specification, with a track of 8 lane and 8 straight lines and 2D having Normal Stress Areas with a minimum thickness of 15mm of finished track surface, High stress areas with a minimum thickness of 20mm of finished track surface, High stress areas with a minimum thickness of 25mm of finished track surface. The rate including lane marking as per WA specification, provision for installation of sleeves for events and equipment ,steeple chase with barrier, drainage facilities with geo textile covering, all taxes and duties as applicable up to site destination but excluding GST, all according to approved methodology and drawings/specification by WA, and suitable for conducting National and WA approved events. The cost of fixtures not included in this item and will be paid separately.
od283806/2020_2021 : Construction of Jumping pits as per the WA specification and drawing with sand filling,drainage system with geo textile covering,filter media etc, including cost and conveyance of all materials and labour charges to the site complete finished item and as directed by the Engineer in charge
od283807/2020_2021 : CLASS II Certification:Survey,testing for surface,lane markings etc and obtaining WA CLASS II certification
SPORTS EQUIPMENTS
od283805/2020_2021 : Supply and installation of the WA Certified Competition pole vault box installed as per WA specification and as directed by the engineer-in-charge.
od283808/2020_2021 : Supply and installation of the WA Certified Competition Covers for pole vault including synthetic top, installed as per WA specification and as directed by the engineer-in-charge.
od283809/2020_2021 : Supply and installation of the WA Certified Competition takeoff tray, installed as per WA specification and as directed by the engineer-in-charge.
od283810/2020_2021 : Supply and installation of the WA Certified Competition Dummy board with Synthetic top, installed as per WA specification and as directed by the engineer-in-charge.
od283811/2020_2021 : Supply and installation of the WA Certified Competition takeoff wooden board installed as per WA specification and as directed by the engineer-in-charge.
od283812/2020_2021 : Supply and installation of the WA Certified Competition Shot put ring , installed as per WA specification and as directed by the engineer-in-charge.
od283813/2020_2021 : Supply and installation of the WA Certified Competition Hammer cum Discuss ring with cage , installed as per WA specification and as directed by the engineer-in-charge.
od283814/2020_2021 : Supply and installation of the WA Certified Competition Discuss ring with cage , installed as per WA specification and as directed by the engineer-in-charge.
od283815/2020_2021 : Supply and installation of the WA Certified Competition Aluminium Removable Track kerb , installed as per WA specification and as directed by the engineer-in-charge.
od283816/2020_2021 : Supply and Installation of the WA Certified Track water jump hurdle Competition Equipment as per the WA standards and as directed by the engineer- in-charge.
INTERNAL DRAIN SYSTEM
2.8.1 : 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 up to 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
4.1.8 : Providing and laying in position 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 nominal size)
5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
19.35.2 : Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.600 mm dia RCC pipes.
Great SportsTech Limited
shiv naresh sports pvt ltd
Bidder Name
shiv naresh sports pvt ltd
Syncotts International
Great SportsTech Limited
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