Rural Development And Panchayat Raj 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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EMD
₹ 6,20,124Document Cost
Refer DocumentsTender Fee
₹ 5,000
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Tender Id
RDPR/2024-25/RD/WORK_INDENT9574Tender No
RDPR/2024-25/RD/WORK_INDENT9574Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
3.7 - Compacting Original Ground 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.
3289.5
110
362667.375
1.7 - Construction of Embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded with desired compaction.
1267.2
125
158400
3.6 - 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
1644.75
517
851404.8375
4.14B(i)c - Providing, laying, spreading and compacting stone aggregates of
specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with
vibratory roller in stages to proper grade and camber, applying
and brooming requisite type of screening/ binding Materials to fill
up the interstices of coarse aggregate, watering and compacting
to the required density.Mechanical means
(i) Grading-I (63 mm to 45 mm)Using Screening Type B (11.2mm agg)
725.62
2609
1893323.985
4.14B(ii)b - Providing, laying, spreading and compacting stone aggregates of
specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with
vibratory roller in stages to proper grade and camber, applying
and brooming requisite type of screening/ binding Materials to fill
up the interstices of coarse aggregate, watering and compacting
to the required density Mechanical means Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg)
725.62
2526
1833133.806
5.1A(i) - Prime Coat over WMM/WBM
(i) Providing and applying primer coat with SS1 grade Bitumen
Emulsion on prepared surface of granular base including
cleaning of road surface and spraying primer at the rate of 0.70
kg/m2 using mechanical means
9675
43
416508.75
5.3(i) - 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
9675
12
121905
5.20 B - Close Graded Premix Surfacing/ixed Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material f 20 mm thickness composed of 11.2 mm to 0.09 mm Type-A or 13.2 mm to 0.09 mm Type-B aggregates using VG 30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 4060 T PH, laying and rolling with a Smooth wheeled roller finishing to required level and grade
9675
184
1787940
8.16(ii) - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.Ordinary km stone precaste
3
3073
9220.05
8.18 - 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
28
785
21991.2
8.6A(i) - Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 made
of Class C Type XI retro reflective sheeting fixed over 2 mm
thick aluminium sheeting vide clause 801.3, 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:67:2022.
( i ) 120 cm equilateral triangle
1
6667
6667.5
8.6A(viii) - Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 made
of Class C Type XI retro reflective sheeting fixed over 2 mm
thick aluminium sheeting vide clause 801.3, 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:67:2022.60cm circular
1
4566
4566.45
8.15 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2
area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.
516
556
287154
8.7 - Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 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 * 35 * 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 * 45 * 60 cm, 60 cm below ground level as per approved drawing
1.8
9460
17028.9
8.54 - Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 * 35 8 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm * 60 cm * 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804
2
9450
18900
2.5(ii)A - RIGID PAVEMENT 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
3.24
412
1336.986
3.5 - Scarifying the existing bituminous road surface m a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead
1012.5
6
6378.75
16.8b - Consauctinn of unlined surface drams nf average crosssectional area 0.40 m2 in soil to specified lines, grades. levels and dimensions. Excavated material In be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clausn 307. Mechanica) Means
486
26
12757.5
3.7 - Compacting Original Ground
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
344.25
110
37953.5625
1.7 - Construction of Embankment with approved materials deposited at site from roadway curing and excavation from drain and foundation of other structures graded with desired compaction
129.6
124
16193.52
3.6 - Construction of Subgrade and Earthen Shoulders
Construction of sub-grade and earthen shoulders with approved
material obtained from borrow pits with all lifts & leads,
transporting to site, spreading, grading to required slope and
compacted to meet requirement of table No. 300-2
189
517
97835.85
4.17 - Wet Mix Macadam (Plant Mix Method)
Providing, laying, spreading and compacting graded stone
aggregate to wet mix macadam specification including premixing
the Material with water at OMC in mechanical mix plant carriage
of mixed Material by tipper to site, laying in uniform layers with
paver/grader in sub-base / base course on well prepared surface
and compacting with vibratory roller to achieve the desired density
148.5
2686
399012.075
16.28 - 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
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 14-days, 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.
222.75
7091
1579676.175
8.18 - 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
13
785
10210.2
8.15 - Road Marking with Hot Applied Thermoplastic Compound
with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound
2.5 mm thick including reflectorising glass beads @ 250 g/m2
area, thickness of 2.5 mm is exclusive of surface applied glass
beads as per IRC:35:2015.The finished surface to be level,
uniform and free from streaks and holes
54
556
30051
1.14.1 - TWO VENT CROSS DRAINAGE IN TWO NUMBERS 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
1.14.1 In all kinds of soils Depth upto 3 m
37.98
107
4067.658
2.1.3 - Providing and laying in position plain cement concrete for leveling 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, labor, Usage charges of machinery, curing,and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement form work shall be paid separately Mix 1 3 6 M10 Using 40 mm nominal size graded crushed coarse aggregates
5.46
6288
34334.937
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)
2.4.1 Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse
aggregates with Apendix 1- Additionalaties for form work centering scaffolding s.no.7 culvert head wall 8 percent
40.19
7170
288173.5532
2.11 - Supplying fitting and placing TMT FE 550 / 550D Steel Reinfnrcemeni
inching cost of all materials. machinery, labour, cleaning, straighiening, cutting, bending, hooking, taping/welding joints. tying with binding wire / sofi annealed steel u'ire and other ancilary operations complete as per draoang and technical specification. h. All nther type of structures
2.01
82961
166752.7155
16.15B - 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 1101.6.1000mm dia
30
8355
250677
1.14.1 - FIELD CULVERT ONE NUMBER Earth work excavation for Foundation by mechanical means for all works &
depth uptn 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, baoicading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth of sorting & stacking the selected earth for reuse in a radius nf 50 m and lift upto 1 5 m including cost nf labour, tools, usage of machinery & other appurtenaces required to romplete the w'ork In all kinds of soils Depth upto 3 m
0.75
107
80.325
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
machinery, 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
0.75
6288
4716.3375
16.15.c - 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.
7.5
3501
26263.125
1.8 - 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 labor,rolling,water,all
materials,usage& all other appurtenance required to complete the work.
15.75
497
7838.775
2.11(ii)c - FIVE ROW PIPE VENTED CAUSEWAY Dismantling of Structures
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 By Mechanical means
A Dismantling Brick / Tile work / rubble masonry / pitching / etc by
mechanical means
42
19
837.9
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
1.14.1 In all kinds of soils Depth upto 3 m
97.88
107
10482.948
2.1.3 - 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
11.02
6288
69298.719
2.4.2 - 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 Using 20 mm nominal size graded crushed coarse aggregates rate including formwork addtional 8 percent
109.28
7170
783568.1984
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 Sub structure of Bridges
4.51
90754
409303.4715
16.15.b - 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
37.5
8355
313346.25
3.6 - Construction of Subgrade and Earthen Shoulders
Construction of sub-grade and earthen shoulders with approved
material obtained from borrow pits with all lifts & leads,
transporting to site, spreading, grading to required slope and
compacted to meet requirement of table No. 300-2
18.9
517
9783.585
16.10 - Granular Sub-base - Grading III
Construction of Granular Sub-Base by Mix in Place Method
by providing well graded Gravel, spreading in uniform
layers with motor grader on prepared surface, mixing by
mix in place method with rotavator at OMC, and compacting
with smooth wheel roller to achieve the desired density,
complete as per Technical Specification
18.9
1498
28318.815
4.14B(i)c - Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of
specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with
vibratory roller in stages to proper grade and camber, applying
and brooming requisite type of screening/ binding Materials to fill
up the interstices of coarse aggregate, watering and compacting
to the required density.Mechanical means
(i) Grading-I (63 mm to 45 mm)Using Screening Type B (11.2mm agg)
14.85
2609
38747.3625
4.14B(ii)b - Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of
specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with
vibratory roller in stages to proper grade and camber, applying
and brooming requisite type of screening/ binding Materials to fill
up the interstices of coarse aggregate, watering and compacting
to the required density.Mechanical means Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg)
15.08
2526
38096.604
16.28 - 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
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 14-days, 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.
63.9
7091
453159.63
8.18 - 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
40
785
31416
16.20I - Maintenance of Culverts Three numbers Maintenance of Hume pipe Culvert by way of Clearing,
Cleaning, Erosion repair, repairs to cracks, parapet wall and
protection work as per drawing and technical specification
Clause 1909
3
2149
6448.05
2.1.3 - 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 and down size graded
crushed coarse aggregates
1.87
6288
11759.4015
5.4 - Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand)
8.39
6708
56283.8955
8.3.1(v-2) - 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 Engineerin charge of work
97.29
371
36162.693
8.10 - Painting Two Coats on New Concrete Surfaces
Painting two coats after filling the surface with synthetic
enamel paint in all shades on new plastered concrete surfaces
97.29
114
11134.8405
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