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.
Costs
EMD
₹ 2,33,000Document Cost
Refer DocumentsTender Fee
₹ 3,880
Description
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Tender Id
PWD/2024-25/RD/WORK_INDENT15267Tender No
PWD/2024-25/RD/WORK_INDENT15267Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
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 (PWD CSR 2023-24, Vol-1, I.No.1.12, P.No.8)
630
98
62244
4.1(v) - Granular Sub-Base A Plant Mix Method 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 401 For Grading -V Material (PWD SR 2023-24 Vol-3 Item No.4.1(v), Pg.No.23)
1071.88
2586
2772396.1824
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(PWD SR 2023-24 Vol-3 Item No.4.17, Pg.No.26)
1875
2661
4990050
5.1(A)(i) - Prime Coat over WMM/WB 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(PWD SR 2023-24 Vol-3 Item No.5.1(A)(i), Pg.No.31)
6875
42
293150
5.3(i) - Tack coat on Bituminous surface.Providing and applying tack coat with VG-10 Bitumen using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (PWD SR 2023-24 Vol-3 Item No.5.32, Pg.No.43)
6875
12
85800
5.8(ii)(C) - Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading 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(PWD SR 2023-24 Vol-3 Item No.5.8(ii)(C), Pg.No.33)
343.75
7967
2738807.5
5.31 - Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates 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 paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.(PWD SR 2023-24 Vol-3 Item No.5.31 Pg.No.43)
171.88
10558
1814722.7904
3.6 - 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(PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17)
137.75
512
70627.18
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. (PWD SR 2023-24 Vol-1 Item No.1.7, Pg.No.07)
456
123
56434.56
8.7 - Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 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 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 (PWD SR 2023-24 Vol-3 Item No.8.7 Pg.No.65)
3.6
9370
33733.44
8.5(iv) - Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame 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 means 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:67:2012. -do- 60 cm equilateral triangle (PWD SR 2023-24 Vol-3 Item No.8.5 (iv) Pg.No.63&64)
8
3719
29752.32
8.15 - 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(PWD SR 2023-24 Vol-3 Item No.8.15 Pg No. 67)
375
551
206700
1.14.1 - 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 all kinds of soils Depth upto 3 m (PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8)
28.8
106
3055.104
2.1.3 - 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. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates(PWD CSR 2023-24, Vol-1, I.No.2.1.3, P.No.15)
2.16
6228
13453.6896
2.4.3 - Providing and laying in position Reinforced 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 necesary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR 2023-24, Vol-1, I.No.2.4.3, P.No.16 )
8.2
6589
54033.408
2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building, Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(PWD CSR 2023-24, Vol-1, I.No.2.5.2, P.No.16)
4
7116
28466.88
Addendum-1. Sl No-06 - Addendum-1 Percentage Additionalities for Formwork, Centering & Scaffolding. Box Culverts.20 percent.For Sub Structure Concrete (PWD CSR 2023-24, Vol-1,Sl No-06(Bridges). P.No.112)
4.8
1317
6325.872
Addendum-1. SL No-6 - Addendum-1 Percentage Additionalities for Formwork, Centering & Scaffolding. Box Culverts. 20 percent. For Super Structure Concrete (PWD CSR 2023-24, Vol-1, Sl No-06(Bridges)P.No.112)
4
1423
5693.36
2.11(h) - 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 structure(PWD CSR 2023-24, Vol-1, I.No.2.11(h), P.No.18)
1.04
82171
85458.2976
12.1(2706 & 2200) - Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications(PWD CSR 2023-24, Vol-3, I.No.12.1(2706 & 2200) P.No.117)
9
143
1291.68
1.14.1 - 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 all kinds of soils Depth upto 3 m (PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8)
405
106
42962.4
2.1.2 - 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. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15)
40.5
5890
238567.68
2.4.2 - Providing and laying in position Reinforced 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 necesary, 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 (PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16)
122
6575
802262.24
Addendum-1. Sl No-4 - Addendum 1 - Percentage Additionalities for Formwork, Centering & Scaffolding. For Drain work, 35 percent.(PWD CSR 2023-24, Vol-1, Sl No 04, P.No.111)
86
2301
197935.02
1.4 - Supplying PVC ringtite pipes confirming to IS 4985:2000 with latest amendments and conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials with jointing of approved type with all labour and lift including encasing the pipe alround to a depth not less than 15cm with soft gravel or selected earth available from the excavation etc.Complete and giving necessary Hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for Procuring water for Testing) etc PVC Pipes 63mm Dia, 6kg/Sqm & class-3 (SR 2023-24, Vol.5, Sl. No.1.4, Chapter 12, P.No.134)
250
167
41860
2.11(h) - Supplying, Fitting and Placing TMT Fe 550 /550D Steel Reinforcement including cost of all material, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints,tying with binding wire/soft annealed steel wire and other anccialry operations complete as per drawing and technical specification(h) All other type of structure (PWD CSR 2023-24, Vol-1, I.No.2.11(h), P.No.18)
6.42
82171
527540.6448
2.5(ii)A - Clearing and Grubbing Road Land.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.By Mechanical Means using Dozer.In area of light jungle (PWD SR 2023-24 Vol-3 Item No.2.5(ii)A Pg.No.09)
67.5
408
27588.6
16.19 - The maintenance of drains include erosion, repair, clearing,cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (PWD SR 2023-24 Vol-3 Item No.16.19, Pg.No.147)
5100
6
31824
10.3(3003) - Maintenance of Earth Shoulder (stripping excess soil):Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor(Note:The earth stripped from earthen shoulders to be dumped on the side slopes locally for disposal) (PWD SR 2023-24 Vol-3 Item No.10.3(3003) Pg.No.91)
3000
40
121680
10.15 - i) Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials and cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification.(PWD SR 2023-24, Volume No 3, Item No 10.15 , Pg No 93)
206.25
270
55794.75
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