New Okhla Industrial Development Authority Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
New Okhla Industrial Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date16 Jan 2025
Closing Soon28 Jan 2025
Tender Amount₹ 2,02,85,254
Costs
EMD
₹ 4,05,800Document Cost
₹ 5,310Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_NOIDA_992699_1Tender No
49/SM (JAL)-I/ET/2024-25Tender Authority
New Okhla Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.noidaauthorityonline.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Earth work in excavation by mechanical means (hydraulic excavater)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm. on plan) i/c dressing of sides and ramming of bottoms, lift upto 1.5 m, i/c getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. in all kind of soil. The Contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. (DSR-18, I.No.-2.8.1/P-74)
2297
171
392832.94
... More
Extra for every additional lift of 1.5 or part thereof in all kind of soil. (DSR-18, I.No.-2.26/P-77) 5.01) 1.50 - 3.00 m
592
18
11034.88
... More
3.00 - 4.50 m
425
37
15848.25
... More
4.50 - 6.00 m
286
55
15995.98
... More
6.00 - 7.50 m
173
74
12902.34
... More
Earth work in excavation by mechanical means (hydraulic excavater)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm. on plan) i/c disposal of excavated earth, lead up to 50 m and lift up 1.5, disposed earth to be levelled and neatly dressed in all kind of soil. The Contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. (DSR-18, I.No.-2.6.1/P-74)
2700
160
433296
... More
P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:4:8 (1 Cement : 4 C. Sand : 8 graded stone agg. 40 mm n.s.). (DSR-18, I.No.-4.1.8/P-88)
49
6781
332284.68
... More
Reinforced Cement Concrete work in walls (any thickness) i/c attached plasters, buttresses, plinth & string courses, fillets, columns, pillers, piers, abutments, posts and struts etc. upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement in 1:1½:3 (1 Cement : 1½ C. Sand : 3 graded stone agg. 20mm n.s.). (DSR-18, I.No.-5.2.2/P-95)
133
9723
1293169.64
... More
P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.). (DSR-18, I.No.-4.1.3/P-88)
55
7969
438298.85
... More
Centring and shuttering i/c strutting, propping etc. and removal of form for…10.01) Foundation, footings, bases of columns etc. for mass concrete. (DSR-18, I.No.-5.9.1/P-98)
87
214
18647.58
... More
Walls (any thickness) i/c attached pilasters, butteresses, plinth and string courses etc. (DSR-18, I.No.-5.9.2/P-96)
420
395
166299
... More
Suspended floors, roofs, lending, balconies and excess plateform. (DSR-18, I.No.-5.9.3/P-98)
66
455
30036.6
... More
P/L 400mm dia non pressure NP3 class RCC Socket & Spigot Pipe conferming to IS:458:2003 with latest amendment laying in true alignment & position on craddle i/c with rubber ring (conferming to IS:5382 with latest amendment) testing of laid pipe as per direction of E/I complete in all respect (NSI-2.3.00)
100
1407
140740
... More
P/F M. S. Specials such as Tee, bend, collars, Tapers, Gap pieces, i/c Flange Ends as required, painting, cutting, welding as per site requirment of M.S. Pipes thickness etc. complete in all respect as per direction by the E/I. (NSI-1.7.00)
5856
75
439785.6
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. (DSR-18, I.No.-2.25/P-77)
4997
109
548370.78
... More
Steel work welded in built up sections/framed work i/c hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladders, railings, brackets, gates & similar works. (DSR-18, I.No.-10.25.2/P-186)
796
108
86732.16
... More
Supply and installation of required size Steel pipe 10 mm thick conferming to IS:3589 through trenchless excavation of thrust pit and receiving pit of required size and the excavation & filling back and compaction complete as per specification for road crossing by Auger boring method. Pipe will be installed at depth beyond 3.0 m. below the ground surface in downward required slope. (NSI Slip No.-2) 300 mm dia
55
12690
697950
... More
Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets depth upto 1.50 m i/c getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm. in depth i/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within lead of 50 m. The Contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. (DSR-18, I.No.-2.13.1.2/P-75)
942
216
204103.14
... More
P/L S&S Centrifugaly Cast (Spun)/Ductile Iron Pipes conferming to IS:8329 300 mm dia Ductile Iron Class K-9 pipes. (DSR-18, I.No.-18.72/P-345)
942
7187
6770945.28
... More
P/F Sluice Valve shall generally conform to IS 14846 with latest amendment, with length over flanged as per PD of IS 14846 corresponding to BS EN-558/ISO 5752 Basic series 3 in CI construction having metal seating (IS 318 Gr. LTB 2). With complete component & material of construction following below:-
1 - Body/Door/Dome-Cast Iron IS 210 Gr. FC 260
2 - Spindle-Non rising: Stainless Steel AISI 410
3 - Body seat/Door face-Gun metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted: no screws allowed)
4 - Rivets-Soft annealed brass
5 - Spindle Nut-Gun metal : IS 318 Gr. LTB 2
6 - Stem Seal-Greased Hemp
7 - Fasteners-Carbon steel
8 - Flange Drilling - IS 1538 Table 4 & 6
9 - PN 1.0
10 - Accessories (400 mm and above)-Ball thrust bearings to be housed above the wet chamber ie. above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug
11 - Painting/Coating - Inside & Outside epoxy liquid coated, DFT minimum 250 micron, shade RAL 5005/5015 (BLUE)
12 - Hydro-test-(Open Ended only) (Seat : 10/16 Kg/cm2; Body: 15/24 Kg/cm2
13 - Upto 600mm dia Mannual Operated & above 600mm Gear box (Make-IVC/Kirloskar) (NSI-1.10.00)....18.01) 250 mm dia
2
54867
109734.4
... More
300 mm dia
1
78362
78362.6
... More
P/F Reflex Valve upto 600mm dia shall conform to IS 5312 Part-1 & above to IS 5312 Part-2 with latest amendment, Valves shall be in graded CI with metal to metal (IS 318 Gr. LTB 2) seating, preferably slanted (and not perpendicular) vis-a-vis horizontal axis; SS AISI 410 stub pins & slant seat design. with comple component & material of construction following below:-
1 - Body/Door/Dome-Cast Iron IS 210 Gr. FC 260
2 - Hinge pin (single door)/Stub pin (multidoor type)-SS AISI 410
3 - Seat & Face rings-Gun metal : IS 318 Gr. LTB 2
4 - Rivets-Soft annealed brass
5 - Fasteners-Carbon steel
6 - Flange Drilling-IS 1538 Table 4 & 6
7 - PN 1.0
8 - By-pass arrangement-Optional
9 - Painting/Coating-Inside & Outside epoxy liquid coated, DFT minimum 250 micron, shade RAL 5005/5015 (BLUE)
10 - Hydro-test Seat : Seat : 10/16 Kg/cm2; Body: 15/24 Kg/cm2
Make-IVC/Kirloskar) (NSI-1.11.00)19.01)...250 mm dia
2
45523
91047.6
... More
300 mm dia
1
61284
61284.1
... More
Supply, erection, testing and commissioning of non clog sewage submersible pump complete in all respect as per direction of engineer in-charge. Technical specification of pump set shall be as given below.
(1) MOTOR TYPE: Sq. Cage induction motor 960 rpm suitable for operation on 400/440 volts 3 phase, 50 hz ac supply with f class insulation & ip68 protection.
2) PUMP:
(a) Body: - cast iron with 2% nickel (b) Impeller:- CF8M (SSJ16)
(c) Shaft:- Stainless Steel (SS304)
(d) Auto coupling stand:- CF8M (SS316)
(e) Guide pipe:- stainless steel (SS304) @16 mtr
(f) Lifting chain:- alloy steel @16 mtr (g) Mechanical seal:- Upper seal (carbon/chrome steel). Lower seal (silicon carbide).
(3) FIELD REQUIREMENT:
(a) Type:-non clog sewage submersible pump
(b) RPM:- 960
(d) Head:- 28 mtr
(e) Copper cable for sewage submersible pump suitable size @ 25 mtr
(f) Specific gravity of sewage: - 1.07
(g) Solid Handling Capacity (dia):- not less than 100 mm
NOTE- contractor shall be submitted G.T.P & all company test certificate of the material used in pump set. (make- pullen pump industries pvt ltd / m/s aqua machineries pvt. Ltd. /m/s kishor pumps pvt. Ltd.)
Non Clog Sewage Submersible Pump Set Discharge 432 cum/hr., HEAD :- 28Mtr., Rating 60/80, Outlet size of pipe 200mm dia, Cable 2 x 50 sqmm x 3.50 core + 1.50 sqmm x 4.0 core (NSI- )
2
1087296
2174592.8
... More
S/F of fully Automatic Control panel with 100 H.P. Auto Transformer for submersible/V.T. Pump sets with following features No-volt, Under-voltage, Over-voltage protection, Microprocessor based overload protection, Unbalancing protection, Winding temperature controller, seal monitor, reverse rotation trip device and the automatic start/stop device according to the levels in the sump. The control panels are provided with normal indications such as Digital voltmeter, Digital Ammeter, and indicating lamps. Above panel is dust and vermin proof made out of 14 SWG CRC sheet with powder coating paint as per directions of E/I. (Make: Contractor-L &T, MCCB-L&T, WTC-Minilec, Auto Transformer-Electracare, VPD & MPD-Softhard, WLC/SM-Pumpcare C.T.-AE, Indicating Light & Push Button- L&T, Control Fuse-EE, Fuse Base-EE, Timer-L&T) (AOR)
2
229881
459762
... More
Desing, Supply, Erection & Commissioning of MCC (Motor Control Centre) made out of 14-16 SWG, CRCV Sheet, power coated paint after degreasing & vermin proof free standing, front operated cubical panel board suitable for 415 volt, 50 Hz system havingone incoming of 800 Amp. Air circuit breaker (Electrically & Mechanically inter locked) with incomer of 800 Amp. ACB for DG set & four out going of 250 Amp. MCCB having three nos. aluminium bus bars of 100 Amp. capacity for three place & one aluminim bus bars of half capacity for neutral with amp meter. Current Transformer ampere selector switch etc. (Make :- L&T/Schinder/ABB, Meter L&T/AE Selector switch L&T, current Transformer-AE) (AOR)
1
919935
919935
... More
Supply, Erection, testing and commissioning of 250 KVA aluminium wound out door type distribution transformer Paramax/PM/LD Power make on double pole structure duly complete connection with existing TPMO etc. as per direction of E/I. This job will also included the arrangment for inspection by Asstt. Electrical Inspector Govt. of U.P. i/c inspection fees etc. complete in all respect. (UPERC-19, P-51)
1
393067
393067
... More
S/F of recess mounting square 15 to 18 Watt LED down lighter having powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respects. (CAT-AAA) (PS No.-1403)
3
2206
6619.8
... More
Supply and fixing of 36 Watt to 46 Watt above 3300 leumin indoor recess mounting LED Square ceiling fitting for armstrong ceilling having powder coated die cast aluminium housing body with extended heat sink and diffuser of special polycarbonate meterial and driver set complete in all respects. (CAT-AAA) (PS No.-1406)
3
5758
17275.2
... More
S/L of aluminium conductor PVC insulated armoured served, sheathed cable 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75mm thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on MS clamps etc. of suitable size or as directed by Engineer-Incharge complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 120 sqmm 3½ core (PS No.-501)
60
972
58339.2
... More
S/F of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tap and making connection etc. complete in all respect as per direction of E/I. (PS No.-504) 120 Sqmm
24
138
3313.44
... More
Supply and burying of 600 x 600 x 6mm GI plate vertically for earthing with its top at least 3 m below ground level complete with 20mm GI pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG GI wire in 15 mm dia GI pipe up to switch board (from appron to switch board the cost of GI pipe and GI wire will be extra) 30cm. square C.I. frame with hinged cover masonary housing alternate layers of charcoal/coak and salt at least 150mm thick alround etc. as per directions of E/I complete in all respects as per drawing. (PS No.-702)
4
6313
25252
... More
S/L of 25mm x 3mm GI strip from each electrode directly in the ground complete in all respect. (PS No.-716)
40
106
4248
... More
Constructing brick masonry circular type manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 Cement : 4 C. Sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 Cement : 3 C. Sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement : 3 C. Sand : 6 graded stone agg. 40 mm n.s.) and making necessary channel in cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.) finished with a floating coat of neat cement all complete as per standard design. 2.30 m deep with S.F.R.C cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS:12592, total weight of cover and frame to be not less than 182 Kg., fixed in cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20mm n.s.) i/c centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) with comman burnt clay FPS (non modular) bricks of class designation 100. (DSR-18, I.No.-19.13.1/P-366)
5
45622
228113
... More
Extra depth for circuler type manhole 1.52 m internal dia (at bottom) beyond 2.30 m. with comman burnt clay FPS (non modular) bricks of class designation 100. (DSR-18, I.No.-19.14.1/P-366)
10
17620
176209.4
... More
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23x25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactrue's permanent identification mark to be visible even after fixing i/c fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 Cement : 3 C. Sand : 6 graded stone agg.20 mm n.s.) complete as per design. (DSR-18, I.No.-19.16/P-366)
50
377
18887.5
... More
S/F of 5 Tone capacity Chain Pulley of Indef/Globe make complete as per sample with 6.0 m lift. (AOR)
1
29685
29685
... More
S/F Extra Load Chain for 5 Tone capacity chain pulley for lifting the load Indef/Globe make complete as per sample. (AOR)
20
1095
21900
... More
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. i/c welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) (DSR-18, I.No.-10.28/P-186)
669
542
363233.55
... More
S/F of Submersible Motor Cable (Make-Tridev Electricals/Uttam Engineering Works/Sweta Electricals/Hitech) capacity 40 HP to 75 HP {2 x (25 sqmm x 4 core) + 1 x (1.5 sqmm 4 core)} (NSI-8.2.03)
40
3199
127982
... More
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications i/c appropriate priming coat, preparation of surface etc. complete on steel work. (DSR-18, I.No.-13.52.1/P-226)
100
147
14737
... More
Providing retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully coverd with high intensity encapsulated lens type retro-reflective sheeting as per approved by Engineer-in-Charge, letter, symbols, borders etc. will be as per IRC-67 with required color scheme on the board and with the high intensity grade 'A'. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The board will be fixed to 1 Nos. 50x50 mm squre post made of M.S. angle 50x50x4 mm, 4.0 m. long welded to frame with adequate anti-theft arrengment. Sheet work to be painted with two or more coats of synthetic enamle paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint i/c approprite priming coat complete in all respects as per direction of Engineer-in-Charge. (DSR-18, I.No.-16.61/P-273)
10
5365
53659.3
... More
P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:5:10 (1 Cement : 5 C. Sand : 10 graded stone agg. 40 mm n.s.). (DSR-18, I.No.-4.1.10/P-86)
9
6479
58318.11
... More
Brick work with comman burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in cement mortar 1:4 (1 Cement : 4 C. Sand). (DSR-18, I.No.-6.1.1/P-108)
20
6153
123069.2
... More
P/L Damp Proof Course 40mm thick with cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 12.5mm n.s.). (DSR-18, I.No.-4.10/P-90)
7
363
2542.12
... More
Brick work with comman burnt clay F.P.S. (non modular) bricks of class designation 100 in super structure above plinth level up to floor five level in all shapes and size in cement mortar 1:4 (1 Cement : 4 C. Sand). (DSR-18, I.No.-6.4.1/P-108)
21
7406
155543.64
... More
12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). (DSR-18, I.No.-13.4.1/P-227)
138
208
28785.42
... More
Cement Concrete Flooring 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone aggregate) finished with a floating coat of neat cement i/c cement slurry, but excluding the cost of nosing of steps etc. complete of 40 mm thick with 20 mm nominal size stone agg. (DSR-18, I.No.-11.3.1/P-191)
32
472
15117.44
... More
Structual Steel work in single section fixed with or without connecting plate i/c cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR-18, I.No.-10.1/P-182)
152
78
11859.04
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1½5:3 (1 cement : 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (DSR-18, I.No.-5.3/P-95)
9
9964
89679.6
... More
Reinforcement for R.C.C. work i/c straightening, cutting, bending, placing in position and binding all complete upto plinth level in cold twisted bars. (DSR-18, I. No.-5.22.3/P-98)
10337
76
793054.64
... More
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on New Work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (DSR-18, I.No.-13.62.1/P-234)
18
138
2497.32
... More
Finishing walls with water proofing cement paint of required shade on New Work (two or more coats applied @ 3.84 kg/10 Sqm.). (DSR-18, I.No.-13.44.1/P-225)
26
79
2067
... More
White washing with lime to give an even shade on New work (three or more coats). (DSR-18, I.No.-13.37.1/P-230)
36
20
724.32
... More
Providing gola 75x75 mm. in Cement Concrete 1:2:4 (1 Cement : 2 C. Sand : 4 stone aggregate 10 mm and down gauge) i/c finishing with cement mortat 1:3 (1 Cement : 3 F.Sand) as per standard design in 75x75mm deep chase. (DSR-18, I.No.-12.21.1/P-213)
31
183
5682.61
... More
Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 Cement : C. Sand : 4 graded stone) agg. of 20mm n.s.) over PVC sheet 1m x 1m x 400 micron, finished with 12 mm cement plaster 1:3 (1 Cement : C. Sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. (DSR-18, I.No.-12.22/P-213)
2
240
480.62
... More
P/F on wall face unplasticised-PVC moulded fittings/accessories for unplasticised-Rigid PVC rain water pipes conforming to IS:13592 Type A i/c jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion. Bend 87.50-110 mm dia. (DSR-18, I.No.-12.42.5.2/P-214)
4
133
532
... More
Neat cement punning. (DSR-18, I.No.-13.18/P-229)
138
46
6371.46
... More
6 mm cement plaster of mix 1:3 (1 Cement : 3 F. Sand). (DSR-18, I.No.-13.16.1/P-229)
36
156
5637.24
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%