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.
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₹ 3,10,900Document Cost
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₹ 5,000
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Tender Id
PWD/2024-25/RD/WORK_INDENT15472Tender No
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Documents
BOQ Items
PWD SR 2023-24 Vol-3 Item No.3.11 Pg.No.18 - Preparation and Surface Treatment of Formation.Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310.(PWD SR 2023-24 Vol-3 Item No.3.11 Pg.No.18)
8150
4
33904
PWD SR 2023-24 Vol-3 Item No.3.6 Pg.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 (PWD SR 2023-24 Vol-3 Item No.3.6 Pg.No.17)
903.5
512
463242.52
PWD SR 2023-24 Vol-1 Item No.1.7, Pg.No.07 - 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)
352
123
43563.52
PWD SR 2023-24 Vol-1 Item No.1.8, Pg.No.08 - 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. (PWD SR 2023-24 Vol-1 Item No.1.8, Pg.No.08)
75
492
36972
PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 - Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical 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.4.1A (v), Pg.No.23)
1211.5
2586
3133520.52
PWD SR 2023-24 Vol-3 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(PWD SR 2023-24 Vol-3 Item No.4.17, Pg.No.26)
900
2661
2395224
PWD SR 2023-24 Vol-3 Item No.5.1(A)(i), Pg.No.31 - 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 0.90 kg per m2 using mechanical means(PWD SR 2023-24 Vol-3 Item No.5.1(A)(i), Pg.No.31)
3750
42
159900
PWD SR 2023-24 Vol-3 Item No.5.3 (i), Pg.No.31 - Tack coat on Bituminous surface.Providing and applying tack coat with VG-10 Bitumen using 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.5.3 (i), Pg.No.31)
3750
12
46800
PWD SR 2023-24 Vol-3 Item No.5.8(ii)(C), Pg.No.33 - Bituminous Macadam Grading - II for traffic lessthan 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)
187.5
7967
1493895
PWD SR 2023-24 Vol-3 Item No.5.31 Pg.No.43 - 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)
93.75
10558
989820
PWD CSR 2023-24, Vol-3, I.No.6.1, P.No.49 - 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 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 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 CSR 2023-24, Vol-3, I.No.6.1, P.No.49)
349
5116
1785763.2
PWD CSR 2023-24, Vol-3, I.No.16.28, P.No.149 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregatenot exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriateweigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling theformwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle,screed and plate vibrators and finished in continuous operation including construction joints, primer,sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost andconveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineerin-charge of the work.(PWD CSR 2023-24, Vol-3, I.No.16.28, P.No.149)
636
7024
4467365.76
SR 2023-24, Vol.5, Sl. No.10.1.4, Chapter 10, P.No - 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.10.1.4, Chapter 10, P.No.113)
50
167
8372
PWD SR 2023-24 Vol-3 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:67:2012 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)
2.7
9370
25300.08
PWD SR 2023-24 Vol-3 Item No.8.5 A (iv) Pg.No.64 - 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 A (iv) Pg.No.64)
10
3719
37190.4
PWD SR 2023-24 Vol-3 Item No.8.5 A (vii) Pg.No.64 - 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 Circular (PWD SR 2023-24 Vol-3 Item No.8.5 A (vii) Pg.No.64)
5
4450
22250.8
PWD SR 2023-24 Vol-3 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(PWD SR 2023-24 Vol-3 Item No.8.15 Pg.No.67)
270
551
148824
PWD SR 2023-24Vol-3 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 (PWD SR 2023-24Vol-3 Item No.8.16(ii) Pg.No.67)
1
3044
3044.08
PWD SR 2023-24 Vol-3 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 (PWD SR 2023-24 Vol-3 Item No.8.16(iii) Pg.No.67)
6
875
5254.08
PWD CSR 2023-24, Vol-3, I.No.8.25(i), P.No.69 - 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 5mm, 330 mm long complete as per clause 811(PWD CSR 2023-24, Vol-3, I.No.8.25(i), P.No.69)
150
3785
567840
PWD CSR 2023-24, Vol-3, I.No.8.42.1, P.No.74 - 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)300 x 250 x 100 mm Kerb Stone((PWD CSR 2023-24, Vol-3, I.No.8.42.1, P.No.74)
400
315
126048
PWD CSR 2023-24, Vol-3, I.No.13.14, P.No.123 - Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.(PWD CSR 2023-24, Vol-3, I.No.13.14, P.No.123)
140
87
12230.4
PWD CSR 2023-24, Vol-3, I.No.2.8,II,A. P.No.10 - 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. (II).A. Cement Concrete Grade M-15 & M-20(PWD CSR 2023-24, Vol-3, I.No.2.8,II,A. P.No.10)
57.6
747
43070.976
PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.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 In all kinds of soils Depth upto 3 m (PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8)
24
106
2545.92
PWD CSR 2023-24, Vol-1, I.No.2.1.3, P.No.15 - 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 nominal size graded crushed coarse aggregates(PWD CSR 2023-24, Vol-1, I.No.2.1.3, P.No.15)
5.8
6228
36125.648
PWD CSR 2023-24, Vol-3, I.No.8.43, P.No.74 - 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 (PWD CSR 2023-24, Vol-3, I.No.8.43, P.No.74)
400
379
151840
PWD CSR 2023-24, Vol-1, I.No.2.4.3, P.No.16 - 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 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 )
29.1
6589
191752.704
Addendum 1 Sl.No.06(Culverts) Pg.No.112 - Formwork 20% culvert super structures (PWD CSR 2023-24, Vol-1, Addendum 1
Sl.No.06(Culverts) Pg.No.112)
9.9
1423
14091.066
PWD CSR 2023-24, Vol-1, I.No.2.5.2, P.No.16 - 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. (Formwork included &The cost of steel reinforcement to be paid seperately)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 )
9.9
7116
70455.528
Addendum 1 Sl.No.06(Bridges) Pg.No.112 - Formwork 20% culvert sub structures (PWD CSR 2023-24, Vol-1, Addendum 1
Sl.No.06(Bridges) Pg.No.112)
29.1
1317
38350.599
PWD CSR 2023-24, Vol-1, I.No.2.11(h), P.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(PWD CSR 2023-24, Vol-1, I.No.2.11(h), P.No.18)
3.32
82171
272809.1808
WD CSR 2023-24, Vol-3, I.No.12.3 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. A. Granular material(PWD CSR 2023-24, Vol-3, I.No.12.3(710.1.4.of IRC:78 and 2200) P.No.117)
8
1214
9717.76
PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.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 In all kinds of soils Depth upto 3 m (PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8)
675
106
71604
PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 - 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15)
60.56
5890
356732.3136
PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16 - 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. (Formwork included &The cost of steel reinforcement to be paid seperately) 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)
231
6575
1519037.52
Addendum 1 Sl.No.04(CC Drain Pg.No.1120) - Formwork 35% Cement concrete Drain walls (PWD CSR 2023-24, Vol-1, Addendum 1
Sl.No.04(Cement concrete Drain walls) Pg.No.112)
231
2301
531662.67
PWD CSR 2023-24, Vol-1, I.No.2.11(h), P.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(PWD CSR 2023-24, Vol-1, I.No.2.11(h), P.No.18)
14.17
82171
1164369.3048
PWD SR 2023-24, Vol-3 Item No.2.5(ii)A Pg.No.09 - Yearly Maintainenace
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)
43.2
408
17656.704
PWD SR 2023-24 Vol-3 Item No.10.3(3003) Pg.No.91 - 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)
1950
40
79092
PWD SR 2023-24, Vol-3 Item No.10.15(i) Pg.No.93 - Patchingof 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 & 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 perspecification. (PWD SR 2023-24, Vol-3 Item No.10.15(i) Pg.No.93)
112.5
273
30771
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