Public Works Department 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.
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date26 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 8,09,57,560.16
Costs
EMD
₹ 12,15,000Document 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_INDENT17176Tender No
PWD/2024-25/RD/WORK_INDENT17176Tender 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
1.12 - 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 UNI SR 2023-24, V-1,Page No. 8 Item No.1.12 ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipment with all lead and lifts, loading and unloading charges etc... Complete as directed as per the specification and direction of Engineer-in-charge of the work
1612.66
99
160862.835
... More
1.8 - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation 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. If the height of embankment construction is more than 1.50 m add 5% per for every 1.50 m height or part there of Deduct 5 percentage per if rollers are not used and tamping is done manually Add 8 percentage per for works under foul & sullage situationUNI SR 2023-24, V-1,Page No. 7 Item No.1.8. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipment with all lead and lifts, loading and unloading charges etc... Complete as directed as per the specification and direction of Engineer-in-charge of the work
1669.26
497
830790.702
... More
3.6 - Construction of Subgrade and Earthen ShouldersConstruction 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 UNI SR 2023-24, V-3,Page No. 17 Item No.3.6. ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipment with all lead and lifts, loading and unloading charges etc... Complete as directed as per the specification and direction of Engineer-in-charge of the work
7242.16
517
3748904.124
... More
4.2.(B) (5) - By Mix in Place MethodConstruction 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 401 B) For Grading -V Material UNI SR 2023-24, V-3,Page No. 23 Item No.4.2.(B) (5) ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipment with all lead and lifts, loading and unloading charges etc... Complete as directed as per the specification and direction of Engineer-in-charge of the work
2156.5
2476
5341542.675
... More
4.17 - 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. UNI SR 2023-24, V-3,Page No. 26 Item No.4.17 ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipment with all lead and lifts, loading and unloading charges etc... Complete as directed as per the specification and direction of Engineer-in-charge of the work
1816.48
2686
4880790.936
... More
5.1 A (i) - Prime Coat over WMM/WBMProviding 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 0.70 kg/m2 using mechanical means UNI SR 2023-24, V-3,Page No. 31 Item No.5.1 A (i) ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipment with all lead and lifts, loading and unloading charges etc... Complete as directed as per the specification and direction of Engineer-in-charge of the work
7215.4
43
310622.97
... More
5.4 (ii) - Tack Coat on Granular surface trated with primerProviding and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface UNI SR 2023-24, V-3,Page No. 31 Item No.5.4 (ii) ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipment with all lead and lifts, loading and unloading charges etc... Complete as directed as per the specification and direction of Engineer-in-charge of the work
6963.4
14
102361.98
... More
5.12 (c) - 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.UNI SR 2023-24, V-3,Page No. 35 Item No.5.12 (c) ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipment with all lead and lifts, loading and unloading charges etc... Complete as directed as per the specification and direction of Engineer-in-charge of the work
348.18
9921
3454450.461
... More
5.16(c) - 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 respectsUNI SR 2023-24, V-3,Page No. 38 Item No.5.16(c) ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipment with all lead and lifts, loading and unloading charges etc... Complete as directed as per the specification and direction of Engineer-in-charge of the work
208.89
11501
2402590.113
... More
6.2.1 - OPC @ 420 kg/m3
Construction of M40 Grade un-reinforced, dowel jointed,
plain cement 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
25 mm, mixed in a batching and mixing plant as per approved
mix design transported 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 filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing ) UNI SR 2023-24, V-3,Page No. 49 Item No.6.2.1 ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipment with all lead and lifts, loading and unloading charges etc... Complete as directed as per the specification and direction of Engineer-in-charge of the work
126.5
9514
1203527.325
... More
1.7 - 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. (Royalty shall be recovered @ Rs. 60.00/m3 SR 2023-24 Vol-1 P.No-7 item no 1.7 ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipment with all lead and lifts, loading and unloading charges etc... Complete as directed as per the specification and direction of Engineer-in-charge of the work
352.69
124
44068.6155
... More
6.1 - Dry Lean Cement Concrete Sub- base
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to
IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation
after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be
determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching
plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and
curing PWD SR 2023-24, V-3,Pg. No.
49 I. No.6.1 ---- Including cost and conveyance of all materials. labour, hire charges of machineries and equipment with all lead and lifts, loading and unloading charges etc... Complete as directed as per the specification and direction of Engineer-in-charge of the work
57
5166
294462
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements