Public Works Department Tender
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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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₹ 2,17,000Document Cost
Refer DocumentsTender Fee
₹ 3,610
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Tender Id
PWD/2024-25/RD/WORK_INDENT10513Tender No
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Documents
BOQ Items
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CSR 2023-24, Vol-1, P.NO -17, SL. No -3.5 - 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 (CSR 2023-24, Vol-1, P.NO -17, SL. No -3.5)
3256
6
20512.8
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CSR 2023-24, Vol-1, P.NO -8, SL. No -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 (CSR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1)
1465.2
107
156922.92
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CSR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17 - 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 Table 300-2 for embankment construction (CSR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17)
1443
110
159090.75
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CSR 2023-24, Vol-1, SI.No.1.8, P.No - 7 - 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (CSR 2023-24, Vol-1, SI.No.1.8, P.No - 7)
1095.2
497
545081.04
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CSR 2023-24, Vol-1, SI.No. 1.7, P.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. (Royalty shall be recovered @ Rs. 60.00/m3) (CSR 2023-24, Vol-1, SI.No. 1.7, P.No - 7)
532.8
124
66573.36
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CSR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17 - 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. 300-2 305 (CSR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17)
1780.14
517
921489.471
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CSR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23 - 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 (v) For Grading -V Material (CSR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23)
1454.1
2611
3797236.74
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CSR 2023-24, Vol-3 Sl.No.4.17 ,P.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 (CSR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.)
1309
2687
3517283
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CSR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 31 - Prime Coat over WMM/WBM 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 0.70kg per m2 using mechanical means. 502 (CSR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 31)
5320
43
229292
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CSR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31 - Tack coat on Bituminous surface 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 (CSR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31)
5180
12
65268
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CSR 2023-24, Vol-3 Sl.No.5.8 -ii (C) ,P.No - 30 - Bituminous Macadam Grading - II for traffic 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 (CSR 2023-24, Vol-3 Sl.No.5.8 -ii (C) ,P.No - 30)
266
8044
2139730.6
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CSR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43 - Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with40/60 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 paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. IRC-37: 2018 (CSR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43)
129.5
10659
1380418.2
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CSR 2023-24, Vol-3 Sl.No. 8.15 ,P.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.803 (CSR 2023-24, Vol-3 Sl.No. 8.15 ,P.No - 67)
333
556
185314.5
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CSR 2023-24, Vol-3 Sl.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. (CSR 2023-24, Vol-3 Sl.No. 8.43 ,P.No - 74)
222
383
85092.6
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CSR 2021-22, Vol-3 Sl.No. 8.5 (A), P.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, 3.2mm 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:67:2012.801 (CSR 2021-22, Vol-3 Sl.No. 8.5 (A), P.No - 64 )
1
6546
6546.75
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CSR 2021-22, Vol-3 Sl.No. 8.5 (A), P.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, 3.2mm 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:67:2012.801 (CSR 2021-22, Vol-3 Sl.No. 8.5 (A), P.No - 64 )
1
4918
4918.2
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CSR 2023-24, Vol-3, SL.NO. 8.52, P.NO.78 - Providing Water based glossy paint (Green certified product) to Kerb Stones as per IS 164:2015 technical specifications including
cleaning & surface preparation. (CSR 2023-24, Vol-3, SL.NO. 8.52, P.NO.78)
3.6
309
1115.1
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CSR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67 - Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (CSR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67)
20
785
15708
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CSR 2023-24, Vol-3 Page No.67 Item No.8.16 (ii) - Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) (CSR 2023-24, Vol-3 Page No.67 Item No.8.16 (ii))
1
3073
3073.35
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CSR 2021-22, Vol-3 Page No.67 Item No.8.16 (iii) - Reinforced cement concrete M15grade 200m stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii)200m stone (precast) (CSR 2021-22, Vol-3 Page No.67 Item No.8.16 (iii))
5
884
4420.5
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CSR 2023-24, Vol-3 Sl.No. 8.7 ,P.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 35x 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 60cm, 60 cm below ground level as per approved drawing (CSR 2023-24, Vol-3 Sl.No. 8.7 ,P.No - 65)
0.9
9460
8514.45
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CSR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 - Utility Pipes and Ducts 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 (CSR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1)
23.04
107
2467.584
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CSR 2023-24, Vol-5, P.NO -120, SL. No -10.14 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (CSR 2023-24, Vol-5, P.NO -120, SL. No -10.14) For 110mm(weight of pipe -1.894 kg)
20
375
7518
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CSR 2023-24, Vol-5, P.NO -120, SL. No -10.14 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (CSR 2023-24, Vol-5, P.NO -120, SL. No -10.14) For 160mm(weight of pipe -3.923 kg)
20
678
13566
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CSR 2023-24, Vol-3 Page No.80 Item No.8.58a - Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. a. 300mm dia (CSR 2023-24, Vol-3 Page No.80 Item No.8.58a) 300mm utility duct pipes
24
895
21495.6
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SR 2023-24 , Item No : 1.9 , Page No : 7 , Vol 1 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ( SR 2023-24 , Item No : 1.9 , Page No : 7 , Vol 1 )
23.04
279
6435.072
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CSR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 - Field Culvert - 3 No's 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 (CSR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1)
6.3
107
674.73
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CSR 2023-24 Vol-1, P.NO -15, SI.No -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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (CSR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3)
2.1
6288
13205.745
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CSR 2023-24, Vol-3 Sl.No. 16.15.B, P.No - 146 - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 (CSR 2023-24, Vol-3 Sl.No. 16.15.B, P.No - 146)
22.5
3501
78789.375
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CSR 2023-24, Vol-1, SI.No.1.8, P.No - 7 - 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (CSR 2023-24, Vol-1, SI.No.1.8, P.No - 7)
42
497
20903.4
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CSR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3 - Maintenance of Cross Drainage works 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 (CSR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3)
4.23
6288
26600.1435
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SR 2023-24, Vol-2 SL.No. 5.4, P. No. 9 - Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) (SR 2023-24, Vol-2 SL.No. 5.4, P. No. 9)
19.04
6708
127728.888
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SR 2023-24, Vol-2 SL.No. 8.3.1, P. No. 41 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to
brick/stone masonry including rounding off corners wherever required
smooth rendering, providing and removing scaffolding, including cost of
materials, labour, curing complete as per specifications and as per directions
of Engineer-in-charge. (SR 2023-24, Vol-2 SL.No. 8.3.1, P. No. 41)
277.3
371
103072.41
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CSR 2023-24, Vol-3 Sl.No.8.10, P.No - 66 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (CSR 2023-24, Vol-3 Sl.No.8.10, P.No - 66)
277.3
114
31736.985
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CSR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67 - Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (CSR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67)
50
785
39270
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CSR 2023-24, Vol-3, SL.No -2.17(ix).B, P.NO -11 - SR Adopted : COMMON SR 2023-24 Removing all type of Hume Pipes and Stacking including
Earthwork and Dismantling of Masonry Works. Above 600 mm to 900 mm dia .(CSR 2023-24, Vol-3, SL.No -2.17(ix).B, P.NO -11)
7
1150
8055.6
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CSR 2023-24, Vol-1, P.NO -8, SL. No -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 (CSR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1)
28.8
107
3084.48
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CSR 2023-24 Vol-1, P.NO -15, SI.No -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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (CSR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3)
4.56
6288
28675.332
... More
CSR 2023-24 Vol-1, P.NO -16, SI.No -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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2)
27.01
7170
193669.803
... More
CSR 2023-24 Vol-1, P.NO -18, SI.No -2.11 - 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. (CSR 2023-24 Vol-1, P.NO -18, SI.No -2.11)
1.35
90754
122518.7775
... More
CSR 2023-24, Vol-3 Sl.No. 16.15.B, P.No - 146 - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 (CSR 2023-24, Vol-3 Sl.No. 16.15.B, P.No - 146)
25
8355
208897.5
... More
CSR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17 - 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. 300-2 305 (CSR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17)
35.91
517
18588.8115
... More
CSR 2023-24 Vol-3 Page No.123 SI.No.13.14 - Painting on concrete surface 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. 800 (CSR 2023-24 Vol-3 Page No.123 SI.No.13.14)
34.3
88
3025.26
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