Directorate Of Municipal Administration 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
₹ 56,000Document Cost
Refer DocumentsTender Fee
₹ 700
Description
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Contact
Tender Id
DMA/2024-25/OW/WORK_INDENT31542Bid Award Id
ViewTender No
DMA/2024-25/OW/WORK_INDENT31542Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
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V-1, P-9, I-1.15.3 - 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 Depth exceeding 3m, but not exceeding 4.5m)
492.9
518
255598.224
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V-4, P-140, I-140 - Providing new embankment abutting to existing bund to strength
the existing bund using soil available in adjacent area in layers of 200
to 250 mm and compacting each layer to density control of not less
than 95 percent by vibrating plate compactor or pnuematic tamper
including cost of all materials, machinery, labour, picking previous
layer, spreading soil in layer, breaking clods, watering, Royalty & all
necessary works as directed and complete as per specification.
566.16
220
124917.5424
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V-4, P-91, I-WRD: 7.2 - Filling clayey soil between two rows of sand bags placed for forming
ring bund including cost of all materials, labour,tamping, plugging
leakage points and all other ancillary operations complete.
312
539
168430.08
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V-3, P-129, I-14.6 - Laying of a geotextile filter between pitching and embankment
slopes on which pitching is laid to prevent escape of the
embankment material through the voids of the stone pitching/
cement concrete blocks as well as to allow free movement of
water without creating any uplift head on the pitching.
1501.75
125
188379.52
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V-2, P-150, I-15.5 - Providing and laying water proofing treatment to the Rafts, Below grade
slab, Lift pits, water retaining structures with fully bonded High Density
Polyethlene Membrane (HDPE) of 1.2mm composite thickness and
having tensile strength of 25 MPa (as per ASTM D 412), elongation
of 500% (as per ASTM D 412), puncture resistance of 1000N (as per
ASTM E 154), peel adhesion to concrete 1200N/m (as per ASTM D 903),
hydrostatic head resistance 70m (as per ASTM D 5385). The system
should be fully bonded to the RCC thereby conforming to IS 16471:2017
requirements of UG waterproofing structures. The membrane should be
minimum 2.4m wide to reduce the number of joints with minimum 75mm
factory made selvedge’s and comprising of an HDPE layer and a pressure
sensitive adhesive layer which is covered by a weather proof protective
and trafficable granular layer to protect self-adhesive polymer layer, etc,
including surface preparation completely as per specification.
1501.75
677
1017585.8
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V-3, P-28, I-4.23 - Providing crushed stone aggregate, depositing on a prepared
surface by hauling vehicles, spreading and mixing with a motor
grader, watering and compacting with a vibratory roller to clause
407 to form a layer of sub-base/Base By Mix in Place Method. ii) For 37.5 mm maximum size.
93.6
2652
248242.176
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V-3V P-19, I-3.14.3 - Supplying and laying at site Factory made perforated hard HDPE
subsoil drainage pipes pre-wrapped with 150 gsm Geotextile for
subsoil drainage system including all necessary coupling/ fittings for
joints & back filling with aggregates. The pipe shall be manufactured
from High Density Polyethylene (HDPE). It shall be extruded into
an open lattice wall structure, with 60% of the circumference
consisting of open area and a 30% solid area along the invert.
The product should satisfy the following parameters as below
1. Ring Stiffness as per ISO 9969: 2016 should be 0.8 kN/m2
2. Resistance to Acid with 3% HCl for 24 hrs without mass
loss, change in colour, softening, cracking or spalling.
3. Resistance to Alkali with 3% KOH for 24 hrs without without
mass loss, change in colour, softening, cracking or spalling.
(Excavated material to be utlised in roadway at site. -200mm dia HDPE pipe
200
1815
363104
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