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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Tender Id
PWD/2024-25/BR/WORK_INDENT20089Tender No
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Documents
BOQ Items
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WRD SR 2023-24, Vol-4 SL.No. 8.24.2 , Pg.No.104 - Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete. in slussy condition . (WRD SR 2023-24, Vol-4 SL.No. 8.24.2 , Pg.No.104)
2187.5
373
817687.5
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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)
1831.34
107
196136.514
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CSR 2023-24,Vol-2 P.NO -175, SI.No -17.1 - Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.(CSR 2023-24,Vol-2 P.NO -175, SI.No -17.1)
124.14
1052
130607.694
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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
85.56
497
42583.212
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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)
114.64
6288
720907.908
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CSR 2023-24 Vol-1, P.NO -16, SI.No -2.4.1 - 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) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (CSR 2023-24 Vol-1, P.NO -16, SI.No -2.4.1)
21.6
6724
145242.72
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volume-1 Pg No:112) For Toe Walls - Appendix I - Additionalities for Formwork, Centering & Scaffolding -SI.No.8-head walls 8 PERCENT (volume-1 Pg No:112) For Toe Walls
21.6
538
11620.8
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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)
72.89
6639
483927.6435
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volume-1 Pg No:112) For Depth of Key Slab - Appendix I - Additionalities for Formwork, Centering & Scaffolding -Bridges-SI.No.6
Box Culvert 20percent (volume-1 Pg No:112) For Depth of Key Slab
72.89
1328
96797.92
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CSR 2023-24 Vol-3, P.NO -130, SL No -14.8.B - Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 2507.2 (CSR 2023-24 Vol-3, P.NO -130, SL No -14.8.B)
80.03
6555
524608.6545
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CSR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 - 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17)
817.2
7185
5871704.58
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volume-1 Pg No:112 - Appendix I - Additionalities for Formwork, Centering & Scaffolding -Bridges-SI.No.6
Box Culvert 20percent ((volume-1 Pg No:112)
817.2
1437
1174316.4
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CSR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 - 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17)
160.3
7185
1151779.545
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volume-1 Pg No:112 - Appendix I Additionalities for Formwork, Centering & Scaffolding -SI.No.11- Earth
Retaining structures 10% (volume-1 Pg No:112) For Retaining Wall
160.3
719
115255.7
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CSR 2023-24 Vol-3, P.NO - 123, SI.No -13.13.A - Provision of an Reinforced cement concrete crash barrier at the bridge deck &
approaches to bridge structure, constructed with Reinforced cement concrete with
TMT reinforcement conforming to MORT&H specificatios and as per details
given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion
joints filled with pre-moulded asphalt filler board etc, keyed to the structure on
which it is built and installed as per design given in the enclosure to MOST
circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions
in the and approved drawing and at locations directed by the Engineer, all as
specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5
(fig-1) (Area 0.254 m2 for 1 m length) (CSR 2023-24 Vol-3, P.NO -
123, SI.No -13.13.A)
129.4
4376
566306.16
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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) c. Sub structure of
Bridges
27.16
90754
2464897.652
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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) d. Super structure of
Bridges
63.38
90990
5767003.242
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CSR 2023-24 Vol-3, P.NO -117, SI.No -12.4 - Providing and laying of Filter media with granular materials/stone crushed
aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH
specifications to a thickness of not less than 600 mm with smaller size towards
the soil and bigger size towards the wall and provided over the entire surface
behind abutment, wing wall and return wall to the full height compacted to a firm
condition complete as per drawing and Technical Specification. 710.1.4.of
IRC:78 and 2200 (CSR 2023-24 Vol-3, P.NO -117, SI.No -12.4)
207.55
2810
583391.9175
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CSR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A - Back filling behind abutment, wing wall and return wall
complete including compaction as per drawing and Technical
Specification . A Granular material 710.1.4.of IRC:78 &2200 (CSR
2023-24 Vol-3, P.NO -117, SI.No -12.3.A)
1114.91
1226
1367325.624
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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)
22.8
2611
59538.78
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CSR 2023-24,Vol-3 P.NO -121, SI.No -13.8 - PCC M15 Grade leveling course below approach slab complete as per drawing
and Technical specification 2700 (CSR 2023-24,Vol-3 P.NO -121,
SI.No -13.8)
22.8
7151
163055.34
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CSR 2023-24 Vol-3, P.NO -122, SI.No -13.9 - Reinforced cement concrete M30 grade for approach slab including
reinforcement and formwork complete as per drawing and Technical specification
(Batching Plant) 1500, 1600, 1700 & 2704 (CSR 2023-24 Vol-3,
P.NO -122, SI.No -13.9))
57
12426
708324.75
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CSR 2023-24 Vol-3, P.NO -121, SL. No -13.2 - Providing and laying Cement concrete wearing coat M-30 grade including
reinforcement complete as per drawing and Technical Specifications. (Batching
Plant) 2702 (CSR 2023-24 Vol-3, P.NO -121, SL. No -13.2))
38.22
14669
560670.201
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CSR 2023- 24 Vol-3, P.NO -117, SI.No -12.1 - 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. 2706 & 2200 (CSR 2023-
24 Vol-3, P.NO -117, SI.No -12.1)
110
144
15939
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CSR 2023-24 Vol-3 Sl.No. 13.16, P.No 124 - Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for
horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint
varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in
traffic direction), covered with a closure plate of 200mm x 6mm of weldable
structural steel conforming to IS: 2062, asphaltic plug to consist of polymer
modified bitumen binder, carefully selected single size aggregate of 12.5 mm
nominal size and a heat resistant foam caulking/backer rod, all as per approved
drawings and specifications. 2600 (CSR 2023-24 Vol-3 Sl.No. 13.16,
P.No 124)
60
1885
113100
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CSR 2023-24 Sl.No. 14.1 , P.No 129 - Providing and laying boulders apron on river bed for protection against scour
with stone boulders weighing not less than 40kg each complete as per drawing
and Technical specification. 2503 (CSR 2023-24 Sl.No. 14.1 , P.No
129)
82.44
2007
165506.544
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CSR 2023-24 Sl.No. 14.9 , P.No 130 VOL-3 - Flexible Apron : Construction of flexible apron 1 m thick comprising of loose
stone boulders weighing not less than 40 kg beyond curtain wall. 2507.2
(CSR 2023-24 Sl.No. 14.9 , P.No 130 VOL-3)
206.1
2151
443413.845
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CSR 2023-24 Vol-3, P.NO -121, SI.No -13.7 - Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical
specification 2705 (CSR 2023-24 Vol-3, P.NO -121, SI.No -13.7)
16
3434
54952.8
... 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)
316.38
88
27904.716
... More
CSR 2023-24, Vol-3, It.No 14.5, P.No 129 - Providing and laying Filter material underneath pitching in slopes complete as per
drawing and Technical specification 2504 (CSR 2023-24, Vol-3,
It.No 14.5, P.No 129)
36
3187
114760.8
... More
CSR 2023-24, Vol-3, It.No 14.4.A, P.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 Stone/Boulder (CSR 2023-24, Vol-3,
It.No 14.4.A, P.No 129)
72
2007
144547.2
... More
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
... More
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
... More
CSR 2023-24, Vol-3 Sl.No. 16.15.C, P.No - 146 - DIVERSION ROAD Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in
Single Row 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. 750mm dia (CSR 2023-24, Vol-3 Sl.No. 16.15.C, P.No - 146)
25
3501
87543.75
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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)
472.5
497
235163.25
... More
CSR 2023-24, Vol-3, P.NO -17, SL. No -3.5 - APPROACH ROAD 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-3,
P.NO -17, SL. No -3.5)
759
6
4781.7
... More
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)
211.14
110
23278.185
... More
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)
149.04
107
15962.184
... More
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)
518.88
497
258246.576
... 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)
356.04
517
184304.106
... More
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)
137.31
2611
358564.4685
... More
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.)
174.92
2686
470001.294
... More
CSR 2023-24, Vol-3 Sl.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, maximum size of coarse aggregate not exceeding 25 mm,
mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate
weigh 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 the formwork 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 14days, and water finishing to lines and
grade as per drawing and technical specification clause 1501 with all lead, lifts,
loading & unloading charges, cost and conveyance of all materials, labour,
equipments etc., complete. as per the directions of the Engineer-in charge of the
work. (CSR 2023-24, Vol-3 Sl.No.16.28 ,P.No - 149)
233.22
7091
1653926.274
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