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
₹ 1,67,700Document Cost
Refer DocumentsTender Fee
₹ 2,100
Description
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Contact
Tender Id
PWD/2024-25/BD/WORK_INDENT16221Bid Award Id
ViewTender No
PWD/2024-25/BD/WORK_INDENT16221Tender Authority
Public Works Department ViewPurchaser Address
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Documents
Others - Short Term Permission Letter
BOQ Items
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Vol-I I No. 1.15.1 Page 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 ordinary/soft rock without blasting upto 1.5 m depth
76.9
381
29310.435
... More
Vol-II I No. 4.1 Page No. 5 - Providing and injecting chemical emulsion for Pre-constructional
Anti-Termite Treatment, creating continuous chemical barrier under
and around the column pits, walls, trenches, basement excavation, top
surface of the plinth filling, junction of wall and floor, along the external
perimeter of building, expansion joints, over the top surface of consolidated
earth on which apron is to be laid, surrounding of pipes and conduits with
Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of
chemical, diluting in water to one percent concentration, labour, usage
charges of machinery, complete as per specifications.
349.07
123
43249.773
... More
Vol-I I No. 1.9 Page No. 7 - 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.
692.08
279
193297.944
... More
Vol-I I No 1.8 Page 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 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.
69.25
497
34465.725
... More
Vol-I I no. 2.1.3 Page No. 15 - Providing and laying in position 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
machinery, 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
84.48
6288
531248.256
... More
Vol-I I No. 2.2.3 Page No. 15 - Providing and laying in position Cement Concrete for all Foundation works.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates
as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes,
labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
97.44
6652
648248.832
... More
Vol-I S R Sl No. 1 (a) Page No. 111 - Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Foundation upto Plinth Isolated add 8%
97.44
532
51859.5168
... More
Vol-I I No. 2.2.3 Page No. 15 - Providing and laying in position Cement Concrete for all Foundation works.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates
as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes,
labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
68.44
6652
455317.632
... More
Vol-I S R Sl no 1 (b) page No. 111 - Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Foundation upto Plinth All other type add 3%
68.44
199
13659.2552
... More
Vol-I I No. 2.2.3 Page No. 15 - Providing and laying in position Cement Concrete for all Foundation works.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates
as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes,
labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
3.88
6652
25812.864
... More
Vol-I S R Sl no. 1(a) Page No. 111 - Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Foundation upto Plinth Isolated add 8%
3.88
532
2065.0136
... More
Vol-I I No. 2.5.2 Page No. 16 - Providing and laying in position 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
20
7185
143703
... More
Vol-I S R Sl no. 8 Page No. 111 - Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70%
20
5029
100592
... More
Vol-I I No. 2.5.2 Page No. 16 - Providing and laying in position 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
24.2
7185
173880.63
... More
Vol-I S R Sl No. 2 Page No. 111 - Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Plinth Beams of Buildings add 50%
24.2
3592
86940.194
... More
Vol-I I No. 2.5.2 Page No. 16 - Providing and laying in position 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
29.33
7185
210740.4495
... More
Vol-I S R Sl no 14 Page No. 112 - Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60%
29.33
4311
126444.2697
... More
Vol-I I No. 2.5.2 Page No. 16 - Providing and laying in position 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
45.31
7185
325559.1465
... More
Vol-I S R Sl no. 15 Page No. 112 - Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50%
45.31
3592
162779.3467
... More
Vol-I I No. 2.5.2 Page No. 16 - Providing and laying in position 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
4.04
7185
29028.006
... More
Vol-I S R Sl no. 16 Page No. 112 - Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Staircase and other similar structures add 50%
4.04
3592
14513.9828
... More
Vol-I I no. 2.5.2 Page No. 16 - Providing and laying in position 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
2.77
7185
19902.8655
... More
Vol-I S R Sl no. 14 Page No. 112 - Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60%
2.77
4311
11941.7193
... More
Vol-I I No. 2.5.2 Page No. 16 - Providing and laying in position 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
4.14
7185
29746.521
... More
Vol-I S R Sl no. 19 Page No 112 - Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections of
minor sections add 45%
4.14
3233
13385.9448
... More
Vol-I I No. 2.11 (d) 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 for Super structure of Bridges
24.34
90990
2214718.506
... More
Vol-II I No. 5.4 Page No. 9 - Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand)
18.62
6708
124911.339
... More
Vol-II I No. 6.32 Page No. 17 - Providing and constructing load bearing wall with Solid Concrete blocks
of size 400x200x200mm having block density more than 1800kg/m3
and minimum compressive strength of 4.00 N/mm2 conforming to IS
2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005
including cost of all materials, labour, scaffolding and curing, usage
charges of machinery etc complete as per specifications.
336.08
1375
462278.04
... More
Vol-II I No. 6.34 Page No. 17 - Providing and constructing load bearing wall with Solid Concrete blocks
of size 400x100x200mm having block density more than 1800kg/m3
and minimum compressive strength of 4.00 N/mm2 conforming to IS
2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005
including cost of all materials, labour, scaffolding and curing, usage
charges of machinery etc complete as per specifications.
111.86
1159
129668.112
... More
Vol-II I No. 12.13.1 Page No. 100 - Providing Salwood frames of doors, windows, clerestory windows,
ventilators and other frames, wrought, framed or assembled including
making plaster groves (excluding cost of cement concrete and side clamps),
but including cost of materials, labour, usage charges complete as per
specifications.
1.6
103755
166009.2
... More
Vol-II I no. 12.51 Page No. 104 - Fixing of door frame in an existing opening including embedding frame in
floor and walls after cutting masonry for holdfasts for embedding holdfast
in cement concrete 1:3:6 of 20mm and down size granite metal painting
two coats of coal tar to sides of frame, making good the damages to walls
and floor as required and disposal of the debris with lead upto 50 m.
including cost of materials, labour charges, complete as per specifications.
9
1066
9601.2
... More
Vol-II I No. 10.6.3 Page No. 69 - Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry
surface backing including drilling necessary holes and the cost of
bolt etc complete. Fastener with threaded dia 12 mm
54
63
3402
... More
Vol-II I No. 12.15 Page No. 100 - Providing and fixing in position fully panelled Honne wood shutters for
doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm
wide top rail and stiles 100mm wide as per drawing and panels of 25mm
thick including cost of materials, labour, usage charges complete as per
specifications. ( excluding cost of fixtures )
4.5
7816
35172.9
... More
Vol-II I No. 12.57.5 Page No. 105 - Providing and fixing flush door shutter made out of solid core block board
type, well seasoned , chemicaly treated hard wood battens and internal
frame with minimum 45 mm wide wooden frame alround door shutters
covered with cross bonded wooden sheets (core veneer) hot pressed and
fastened on both sides of the door useing liquid phenol formaldehyde
resin as per IS specifications 2202 (part-I) 1991. from manufacturer
complete as per spcification. 35 mm thick one side teak and one side commercial
21.25
4091
86951.8125
... More
Vol-II I No. 12.54 Page no. 104 - Providing & fixing factory made PVC Door frame of size 50x47mm with
a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam
sheet metered cut at corners & jointed 2 No.s of 150mm long brackets
of 15x15mm M.S Square tube, the entire door frame to be reinforced with
19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the
wall using M.S. Screws of 65/80mm size complete as per manufacturers
specification & direction of Engineer-in-charge.
15
333
5008.5
... More
Vol-II I No. 12.55.1 Page No. 104 - Providing & fixing 30mm thick factory made rigid foam Prelam Panelled
Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and
15x15mm for top & bottom rails, covered with heat moulded Prelaminated
PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm
thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom
rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert
for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated
on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC
Designer beading on either side & joined together with solvent cement
adhesive etc., Complete as per manufacturers specification & direction of
Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. with both side prelam
5.04
2484
12520.872
... More
Vol-II I No. 12.88 Page No. 110 - Providing & fixing of 2-track x 2-panel sliding windows made out of multi
chambered UPVC(Matching to RAL-9016) sections and with minimum
TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and
lead free, gaskets -grey colour having isolated drainage and reinforced with
Galvanized Iron profile through-out the window frame. The outer frame
having a overall size of 60mm width x 45mmheight with reinforcement
of 1mm thickness and Sash with overall size of 39mm X 58mm with GI
reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded
Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows
shall be provided with 5mm plain float glass, standard hardware& single
point locking system with touch lock. Wall thickness of frame & sash shall
be of 2-2.5 mm. Maximum possible size 1819mm x 1819mm (The cost
is inclusive of all fixtures and separate charges for minor T&P's shall not
be made)
1.89
5659
10696.455
... More
Vol-II I No. 12.90 Page No. 110 - Providing & fixing of 3-track x 2-panel sliding windows made out of multi
chambered UPVC(Matching to RAL-9016) sections and with minimum
TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and
lead free, gaskets -grey colour having isolated drainage and reinforced with
Galvanized Iron profile through-out the window frame. The outer frame
having an overall size of 108mm width x 45mmheight with reinforcement
of 1mm thickness and Sash with overall size of 39mm x 75mm with GI
reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded
Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows
shall be provided with 6mm plain float glass, standard hardware& Multi
point locking system with touch lock. Wall thickness of frame & sash shall
be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The
cost is inclusive of all fixtures and separate charges for minor T&P's shall
not be made)
39.3
7070
277878.51
... More
Vol-II I No. 12.85 Page No. 109 - Providing & fixing of louvered ventilator made out of multi chambered
UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium
Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free
with gaskets -grey colour having isolated drainage and reinforced with
Galvanized Iron profile through-out the ventilator frame. The frame having
overall size of 39mm x 39mm with GI reinforcement of 1mm thickness.
Louver clip in Aluminium (powder coated in white) will be used on the
frame along with plastic parts for fixing the 4 mm pin head glass. Wall
thickness of frame shall be 2mm.Maximum possible size 1000mm x
1000mm.(The cost is inclusive of all fixtures and separate charges for minor
T&P's shall not be made)
2.16
6004
12970.692
... More
Vol-II I No. 11.34B Page No. 86 - Providing and fixing M.S. grills of required pattern in frames of windows
etc. with M.S. flats, square or round bars etc. including priming coat with
approved steel primer all complete. Fixed to openings /wooden frames
with rawl plugs screws etc.
870.66
192
167297.319
... More
Vol-II I No. 8.1.2 Page no. 41 - Providing 12 mm cement plaster with cement mortar 1:6 (1 cement:
6 fine sand) 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.
867.88
253
219617.034
... More
Vol-II I No. 8.51 Page No. 50 - Providing and applying white cement based putty of average thickness
1 mm, of approved brand and manufacturer, over the plastered
wall surface to prepare the surface even and smooth complete as per
specifications and as per directions of Engineer in charge.
1357.19
105
142504.95
... More
Vol-II I No. 8.2.2 Page No. 41 - Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix :1:6 (1 cement: 6 fine sand) 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
289.91
292
84929.1345
... More
Vol-II I no 9.17.2 Page No. 61 - Providing and laying Vitrified tiles with thickness 9-10 mm in different
sizes with water absorption less than 0.08 % and conforming to I.S. 15622,
of approved make, in all colours & shade, over 12 mm thick bed of cement
mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry
@ 3.3 kg/ m2 including grouting the joint with white cement & matching
pigments etc. complete. Size of Tile 600x600 mm
215.29
1233
265614.0375
... More
Vol-II I no. 9.2 Page No. 59 - Providing and laying 52 mm thick cement concrete flooring with concrete
hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement
: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and
top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement
hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume,
hardening compound mixed @ 2 L per 50 kg of cement or as per direction
of Engineer incharge.
74.81
840
62840.4
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