Bruhat Bengaluru Mahanagara Palike Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Bruhat Bengaluru Mahanagara Palike - BBMP Tender
Civil And Construction
Road Construction
Opening Date3 Dec 2024
Closing Soon24 Dec 2024
Tender Amount₹ 75,00,00,000
Costs
EMD
₹ 58,85,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Summary
Improvements To Roads, Drains & Footpath And Asphalting Including Milling Whole Surface Of Selected Arterial, Sub-arterial And Other Important Roads In Yeshwanthapura Assembly Constituency
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
BBMP/2024-25/RD/WORK_INDENT5829Tender No
BBMP/2024-25/RD/WORK_INDENT5829Tender Authority
Bruhat Bengaluru Mahanagara Palike ViewPurchaser Address
-Website
http://http://bbmp.gov.in/home
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
4.0 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.(P.No.5,I.No.1.4,Vol.1)
20079.63
266
5345197.506
... More
5.0 - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (iv) Dismantling Stone Masonry By Manual means Rubble stone masonry in cement mortar. (P.No.10, I.No.2.10.b,Vol.3)
91.8
671
61597.8
... More
6.0 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates.( Vol-I P.No-15 I.No-2.1.3 CSR-2023-24)
1245.31
6587
8203977.749
... More
7.0 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand).(.No.9, I.No.5.4, Vol.2). With Available stone masonry.
64.26
5179
332860.374
... More
8.0 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand).(.No.9, I.No.5.4, Vol.2)
70.74
7027
497153.646
... More
9.0 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(P.No.17,I.No.6.33, Vol.2 )
615.6
1354
833583.96
... More
10.0 - Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(P.No.41, I.No.8.3.2,Vol.2)
619.2
366
226812.96
... More
11.0 - Providing Flush/ Ruled pointing on stone slab ceiling with cement mortar1:2 (1 cement : 2 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.(P.No.44,I.No.8.20, Vol.2)
784
156
122460.8
... More
12.0 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Page No. 16, SI.No.2.4.2 of KPWD S.R 2023-24.Volume-1).
2504.7
9389
23518281.402
... More
13.0 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Page No. 16, SI.No.2.4.2 of KPWD S.R 2023-24.Volume-1).
388.8
8346
3245064.768
... More
14.0 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. h). All other type of structures (P.No.18, I.No.2.11.h, Vol.1)
185.27
86912
16102204.767
... More
15.0 - Providing and laying in position cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20mm nominal size graded crushed coarse aggregates.(P.No.15,I.No.2.1.6, Vol.1)
1496.27
6867
10275334.971
... More
16.0 - Providing B S slabs of selected quality roughly dressed having a size of 10cms thick and fixed in cement mortar(1:6) including fixing curing etc., complete. As directed by the Engineer in Charge of the work (Excluding of GST & Area Loading charges) (Approved Rate Analysis copy enclosed)
109.2
2390
261020.76
... More
17.0 - Providing one line dressing to granite stone slab/granite stone masonry as per specifications. as directed by the Engineer in Charge of the work (Excluding of GST & Area Loading charges) (Approved Rate Analysis copy enclosed)
109.2
176
19219.2
... More
18.0 - Providing Machine Cutting edges to BS slab 2.5 cms wide as per specifications. (only chamfered length shall be recorded) inclusive of all Taxes complete. as directed by the Engineer in Charge of the work (Excluding of GST & Area Loading charges) (Approved Rate Analysis copy enclosed)
546
88
48048
... More
19.0 - Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.(P.No.177, Sl.No.17.14, Vol-2)
15360.9
1287
19769478.3
... More
20.0 - Providing and fixing precast reinforced cement concrete covering slabs of 15cm thick made out of M25 with OPC cement @340kgs/Cum, with 20mm down size graded metal coarse aggregates @ 0.70cum and fine aggregates & 0.74cum with superplasticizers machine mixed including providing and removing centering, shuttering, strutting, propping etc., for edges of slabs with TMT steel (Fe 500) cost & reinforcement charges, including pointing with CM 1:3 finishing as required with cost of all materials, labour all lead and lift HOM of machinery curing including cost of reinforcement etc., complete as directed by the Engineer in charge of the work(Exclusive of GST and Area Loading Charges) (Approved Rate Analysis copy enclosed)
420
2472
1038576
... More
21.0 - Providing and fixing precast reinforced cement concrete covering slabs of 23cm thick made out of M25 with OPC cement @340kgs/Cum, with 20mm down size graded metal coarse aggregates @ 0.70cum and fine aggregates & 0.74cum with superplasticizers machine mixed including providing and removing centering, shuttering, strutting, propping etc., for edges of slabs with TMT steel (Fe 500) cost & reinforcement charges, including pointing with CM 1:3 finishing as required with cost of all materials, labour all lead and lift HOM of machinery curing including cost of reinforcement etc., complete as directed by the Engineer in charge of the work (Approved Rate Analysis copy enclosed)
1067.4
5548
5922362.16
... More
22.0 - Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-charge.(P.No.84,Sl.No.11.25.2,Vol.2)
859.05
149
128513.88
... More
23.0 - Supplying and installation of Composite Fibre Reinforced Polymer Water Gully Grating with bottom chamber of appropriate size of 450x450mm and a load bearing capacity of 40 MT(D400 Load capacity) of approved bond confirming to BSEN-124:1994/IS1726) Gully Grating should have minimum 30% of Water entrance area that of clear opening of chamber. It shall give top abrasion resistant layer of decorative dark grey finish. The cover should have a beam design at the bottom with thickness in the center of minimum of 125mm to 150mm at the center and should be with out any reinforcement of steel or any other metal not be used in the construction of product. The chamber should have no filler reinforcement of any kind of metal in a 150mm dia cut out. The chamber has one circular cut of 200mm dia. It shall also confirm permanent set criterian as per BSEN-124/IS1726). Product should be tested in Test lab for load capacity and permanent set with cost of all materials, transportation, loading and unloading charges etc., complete excluding GST.
982
38005
37320910
... More
24.0 - RCC NP 3 300mm dia (P.No.A-39, Sl.No.49, Vol.1)
1827.3
1281
2341483.947
... More
25.0 - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600x300x150mm size.(P.No.74, Sl.No.8.42.3,Vol-3)
15235.28
509
7759328.104
... More
26.0 - Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. (P.No.51, Sl.No.8.55.2, Vol.2)
9228.75
58
538036.125
... More
27.0 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.(P.No.66,Sl.No.8.10,Vol.3)
9228.75
119
1106527.125
... More
28.0 - Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For : HDPE Grade PE80-PN6.0,200mm dia.(P.No.95, Sl.No.9.1.9, Vol-5, PWD SR of BWSSB)
3900
1582
6173310
... More
29.0 - Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For : HDPE Grade PE80-PN6.0,110mm dia.(P.No.95, Sl.No.9.1.4, Vol-5, PWD SR of BWSSB)
3900
515
2012010
... More
30.0 - Precast Cement Concrete Interlocking Blocks : Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification).(P.No.51, Sl.No.6.8.2,Vol-3)
2583.8
1277
3299770.98
... More
31.0 - Precast Cement Concrete Interlocking Blocks : Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification).(P.No.51, Sl.No.6.8.1,Vol-3)
4721.4
1174
5546700.72
... More
32.0 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (P.No.8,I.No.1.12, Vol.1)
10287.88
104
1075083.46
... More
33.0 - Lead for disposal of earth shall be payable at Carriage rates (Lead & Lift) by mechanical means including loading and unloading up to 10kms.
30913.95
232
7175127.795
... More
34.0 - Providing,laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(P.No.26,Sl.No.4.17, Vol.3)
8884.46
2814
25008866.454
... More
35.0 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means.(P.No.31,I.No.5.1, Vol.3)
36431.5
45
1643060.65
... More
36.0 - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher 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. 505 complete in all respects (Dense Graded Bituminous Macadam grading - II for traffic 20 MSA) (P.No.35,I.No.5.12.C,Vol.3)
13621.25
10393
141577910.375
... More
37.0 - Milling of existing Bituminous surface to a specified depth up to 40mm using Milling machine including disposal of removed material.(P.No.51, Sl.No.6.7, Vol-3, PWD SR of 2023-24)
266833.5
49
13208258.25
... More
38.0 - Providing and applying tack coat with RS1 Bituminous Emulsion usingemulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (P.No.31,Sl.No.5.3, Vol.3)
546690
13
7216308
... More
39.0 - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher 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 allrespects. (Bituminous Concrete Grading II for traffic 20 MSA) (P.No.38,I.No.5.16.C,Vol.3)
10958.6
12049
132044554.84
... More
40.0 - Road Marking with Hot Applied Thermoplastic compound with Reflectrising Glass beads on Bituminous surface. Providing and laying of Hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250gm/sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35,. The finished surface to be level, uniform and pre firm streaks and holes.(P.No.67, I.No.8.15,Vol.3)
7881.5
583
4594914.5
... More
41.0 - Providing and fixing in position 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 600 mm. Long and at 300 mm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.(P.No.163, Sl.No.17-C,Vol-3)
2400
418
1003200
... More
42.0 - Providing and fixing in position, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 700 mm. long and at 300 mm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT, chairs with proper alignment etc. complete.(P.No.163,Sl.No.17-C,Vol-3)
2400
297
712800
... More
43.0 - Pavement Quality Concrete using paver-M40 grade: Construction of M40 grade un-reinforced, dowel jointed M40 grade Pavement Quality Concrete Pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a batching and mixing plant as per approved mix design limiting water cement ratio to maximum 0.40 to achieve minium flexural strength or modulus of rupture of Concrete being 4.5MPa tranported to site laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint sealent as per IRC 57:2018, debonding strip, dowel bar, tie rdd, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing(Reference to MORTH Specification 602 along with IRC 15:2017) OPC @ 420 kg/m2.(P.No.49, Sl.No.6.2, Vol.3, SR of 2023-24)
7800
9967
77743380
... More
44.0 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(P.No.74, Sl.No.8.43, Vol-3)
14467
401
5808500.5
... More
45.0 - Supplying & fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall notbe less than 10 mm x 100 mm x 100 mm. Also, the surfacediameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer(P.No.71, Sl.No.8.32,Vol.3)
1340
2310
3095400
... More
46.0 - Direction and Place identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 40 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.(P.No.65, Sl.No.8.8, Vol-3, PWD SR of 2023-24
65.88
10672
703084.536
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%