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 Date1 Feb 2025
Closing Soon17 Feb 2025
Tender Amount₹ 80,00,766.16
Costs
EMD
₹ 1,60,000Document Cost
Refer DocumentsTender Fee
₹ 2,010
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT18808Tender No
PWD/2024-25/RD/WORK_INDENT18808Tender Authority
Public Works Department ViewPurchaser Address
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Documents
Tender Document
BOQ Items
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V-1, Item No.2.4.3, Page No.16 - Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all therappurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
2.25
6842
15396.48
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V-3, Item No.2.11 (h), Page No.18 - 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 .All other type of structures ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
0.82
79011
64789.02
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V-III, Item No.14.40 (A), Page No.129 - 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 ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
16.2
1912
30974.4
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Volume-3, Item No.2.5 (A) Page No.9 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii)By Mechanical Means using Dozer A. In area of light jungle ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
19.2
393
7545.6
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Volume-3, Item No.3.5, Page No.17 - Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
3000
6
18000
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V-3, Item No.16.8 (b), Page No.144 - Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (b)Mechanical Means(average lead 25 m) as per Technical Specification Clause 307 ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
1600
25
40000
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Volume-1 SLNo:1.7 Page 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 ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
320
119
38080
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Volume-3, Item No.4.1 (v), Page No.23 - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 40 ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
456
2487
1134072
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V-III, Item No.4.17, Page No.26 - 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. ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
1140
2559
2917260
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V-III, Item No.5.1, Page 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 0.70 kg per m2 using mechanical means. ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
4400
41
180400
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Vol-3, Item No.5.4 B (ii), Page NO.31 - Tack coat on Granular surface treated with primer
Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
4400
14
61600
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V-3,Page No. 33, Item No. 5.8(c) - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specifiedgrading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
220
7661
1685420
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V-III, Item No.5.31, Page No.43 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushedaggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site,laid over a previously prepared surface with mechanical paverfinisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
110
10152
1116720
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Volume-3, Item No.3.6, Page No.17 - 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 ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
700
493
345100
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V-III, Item No.10.15(ii), Page No.93 - Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with 1ype Sereenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBMsurface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
243.75
497
121143.75
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V-III, Item No.8.15, Page No.67 - 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. ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
160
530
84800
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V-III, Item No.8.16(ii), Page No.67 - Reinforced cement concrete M15grade kilometre stone ofstandard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
1
2927
2927
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V-III, Item No.8.16(iii), Page No.67 - Reinforced cement concrete M15grade kilometre stone ofstandard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
3
842
2526
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V-III, Item No.8.6 (iv), Page No.64 - Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 madeof Class B Type IV retro reflective sheeting fixed over 2 mmthick aluminium sheeting vide clause 803.1, 3mm/4mm thickAluminium composite material sheet depending on the size ofthe sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approveddrawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60 cm equilateral triangle ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
1
3576
3576
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V-III, Item No.8.7, Page No.65 - Direction and Place Identification Signs upto 0.9 m2 Size Board.
Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensitygrade sheeting vide clause 801.3, fixed over aluminiumsheeting, 2 mm thick or Aluminium composite material sheetwith overall thickness of 4mm with area not exceeding 0.9m2 fixed over back support frame of min 35 x 35 x 3mm anglemounted on a mild steel circular pipe 65 NB, firmly fixed to theground by means of properly designed foundation with M25grade cement concrete 45 x 45 x 60 cm, 60 cm below groundlevel as per approved drawing ---- including the cost and conveyance of all materials, Curing, cost of labour hire charges of equipment and machinery, all lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete the work shall be carried out as per standard technical specifications and as per the directions of the Engineer-in-charge of the work.
0.9
9010
8109
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