Public Works Department Tender
... More
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.
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date25 Feb 2025
Closing Soon12 Mar 2025
Tender Amount₹ 7,66,81,654.79
Costs
EMD
₹ 11,50,500Document Cost
Refer DocumentsTender Fee
₹ 5,000
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
PWD/2024-25/RD/WORK_INDENT16662/CALL-2Tender No
PWD/2024-25/RD/WORK_INDENT16662/CALL-2Tender Authority
Public Works Department ViewPurchaser Address
-
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
PWD Vol-III, Item No. 2.1.a (iii). Pg. No. 09 - Cutting of Trees, excluding removal of stumps and roots of trees. Girth from 900 mm to 1800 mm.
6
1859
11157.3
... More
PWD Vol-III, Item No. 3.5 Pg. No. 017 - Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead By Mechanical Means using Hydraulicexcavator.
9319.75
6
58714.425
... More
PWD Vol-I, Item No. 1.14 Pg. No. 8 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work.
3050.1
107
326665.71
... More
CSR 2023-24 Vol. 1 Pg. 8 It.No. 1.15.1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth
900
381
343035
... More
CSR 2023-24 Vol. 1 Pg. 9 It.No. 1.15.2 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m
900
446
401625
... More
PWD Vol-I, Item No. 1.5.3 Pg. No. 6 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In ordinary/soft rock without blasting Depth exceeding 3m, but not exceeding 4.5m
900
486
437535
... More
PWD Vol-III, It. No. 3.7. Pg. No. 017 - Compacting original ground supporting embankment. Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table300-2 for embankment construction.
2795.92
110
308250.18
... More
PWD Vol-I, Item No. 1.7 Pg. No. 7 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.
4225.05
124
527919.9975
... More
PWD Vol-I, Item No. 1.8 Pg. No. 07 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.
8060.95
497
4011934.815
... More
PWD Vol-III, Item No. 3.6 Pg. No. 017 - Construction of Subgrade and Earthen Shoulders. Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.
3921.77
517
2030104.2405
... More
PWD Vol-III, Item No. 4.2.B (v) Pg. No. 23 - Granular Sub-Base. By Mix in Place Method. Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause For Grading -V Material 401.
5857.47
2476
14508660.3165
... More
PWD Vol-III, Item No. 4.17 Pg. No. 26 - Wet Mix Macadam (Plant mix method). Providing, laying, spreading and compacting graded stone aggregate 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.
6036
2686
16218430.2
... More
PWD Vol-III, Item No. 5.1 (A) (i) Pg. No.31 - 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.
24230
43
1043101.5
... More
PWD Vol-III, Item No. 5.3 (i) Pg. No. 31 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
24230
12
305298
... More
PWD Vol-III, DSR Item No. 5.12 C Pg. No.35 - Dense Graded Bituminous Macadam Grading - II for traffic
20 MSA. 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
1817.25
9921
18029755.0125
... More
PWD Vol-III, Item No. 5.16. C Pg. No.38 - Bituminous Concrete Grading II for traffic 20 MSA. 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 all respects.
724.75
11501
8335857.075
... More
PWD Vol-III, Item No. 8.5 A(iv) Pg. No. 64 - Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorisedcautionary, mandatory and informatory sign as per IRC:67 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium cmposite material sheet depending on the size of the sign fixed over the bac support rame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by eans of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67
12
3754
45057.6
... More
PWD Vol-III, Item No. 8.7 Pg. No. 65 - Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 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 not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixd 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 asper approved drawing
2.16
9460
20434.68
... More
PWD Vol-III, Item No. 8.15. Pg. No. 67 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.
863.25
556
480398.625
... More
PWD Vol-III, Item No. 8.43 Pg. No.74 - Traffic Signages & Other Appurtenant Works. 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.
2082
383
797926.5
... More
PWD Vol-III, Item No. 8.16.(ii) Pg. No. 67 - Kilometre Stone. reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).
4
3073
12293.4
... More
PWD Vol-III, Item No. 8.16.(iii) Pg. No. 67 - Kilometre Stone. reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone (precast).
14
884
12377.4
... More
PWD Vol-I, Item No. 42 Pg. No. 129 - Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW, taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line, encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain Existing Alignment.
3.5
44100
154350
... More
PWD Vol-I, Item No. 25 Pg. No. 127 - Preparation of detailed Plans and Estimates of road including typing in 5 copies, ammonia prints, with colouring of plans, proper filing, indexing and paging etc. complete and all types of compliance, if required from Department.
3.5
16170
56595
... More
CSR 2023-24 Vol. 3 Pg. 129 It.No. 14.4.A - Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. tone/Boulder
405
2007
813078
... More
CSR 2023-24 Vol. 3 Pg. 69 It.No. 8.25 (i) - Metal Beam Crash Barrier Type - A, ""W"" : Metal Beam Crash Barrier Providing and erecting a ""W"" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,
1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811
360
3822
1375920
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%