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.
Costs
EMD
₹ 1,50,800Document Cost
Refer DocumentsTender Fee
₹ 1,890
Summary
Improvements To Road From Koppala Camp Tanda To Raichur Main Road In Sindhanur Taluka Of Raichur Dist. Under- Kkrdb/macro/2024-25.rch242012194
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT16495Bid Award Id
ViewTender No
PWD/2024-25/RD/WORK_INDENT16495Tender Authority
Public Works Department ViewPurchaser Address
-
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Documents
BOQ Items
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1.12,Vol1 - Earth work in surface excavation by mechanical
means for lowering & leveling the ground for all works
other than foundation in all kinds of soils & upto depth
not exceeding 300mm as per drawing and technical
specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and
other deleterious matter 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 appurtenances required to complete the work.
703.12
99
70136.22
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1.8,Vol-1 - 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. If
the height of embankment construction is more than
1.50 m add 5% per cum for every 1.50 m height or part
there off Deduct 5% per cum if rollers are not used and
tamping is done manually Add 8% per cum for works
under foul & sullage situation
1901.25
422
802517.625
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3.6,Vol-3 - 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
1639.85
517
848868.3525
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4.2(V),V ol-3 - By Mix in place Method
Construction of Granular Sub-Base of required grading as
per design mixing in uniform layers with motor grader on
prepared surface mixing by mix in place method with front
end loader at OMC, and compacting with vibratory power
roller to achieve the desired density, complete as per clause
626.57
2476
1551982.5615
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4.17,Vol3 - A 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
527.34
2686
1416936.213
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5.1,Vol-3 - A 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 0.90 kg per m2 using mechanical means
2343.75
43
100898.4375
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5.3 (i) ,Vol-3 - Tack coat on Bituminous surface Providing and
applying tack coat with VG-10 Bitumen using pressure
distributor at the rate of 0.20 kg/m2 on the prepared
bitumenous surface cleaned with mechanical broom
2343.75
12
29531.25
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5.8 (ii) C,Vol-3 - Bituminous Macadam Grading - II for traffic 20 MSA C)
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
117.19
8044
942682.2195
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5.31,Vol3 - Semi Dense Bituminous Concrete
Providing and laying Semi Dense Bituminous
Concrete with 40/60 TPH capacity hot mix plant batch
type using crushed aggregates of specified grading
premixed with bituminous binder VG-30 @ 5% by
weight of mix and filler, transported to site, laid over a
previously prepared surface with mechanical paver
finisher to the required grade, level and alignment and
rolled as per MoRTH V revision
58.59
10659
624545.964
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8.8,Vol-3 - Direction and Place Identification Signs with size more than
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 exceeding 0.9 m2 fixed over back support
frame of min 40 x 40 x 5mm angle mounted on a mild steel
circular pipe 65 NB, firmly fixed to the ground by means of
properly designed foundation with M25 grade cement
concrete 45 x 45 x 60 cm, 60 cm below ground level as per
approved drawing
1.08
10187
11002.068
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8.15,Vol-3 - 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
187.5
556
104343.75
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