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
₹ 2,14,615Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
DMA/2024-25/OW/WORK_INDENT31244Tender No
DMA/2024-25/OW/WORK_INDENT31244Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
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1.15.3 v-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 ordinary/soft rock without blasting Depth exceeding 3m, but not exceeding 4.5m (UNI SR 2023-24 Vol.1 Page no.9 Item no 1.15.3)
6559.5
476
3128159.955
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1.15.3 v-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 ordinary/soft rock without blasting Depth exceeding 3m, but not exceeding 4.5m Note: 3. Add 5% per m3 for every additional 1.50m depth or part thereoff beyond 4.50 m depth is provided(UNI SR 2023-24 Vol.1 Page no.9 Item no 1.15.3)
2047.5
500
1025244.675
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3.8 v-4 - 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. (UNI SR 2023-24 Vol.4 Page no.140 Item no 3.8)
809.6
202
164275.936
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7.2 v-4 - 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 (UNI SR 2023-24 Vol.4 Page no.91 Item no 7.2)
4499.8
496
2233970.708
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14.6 v-3 - 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. (UNI SR 2023-24 Vol.3 Page no.129 Item no 14.6)
10511
115
1212548.96
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15.5 v-2 - 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 elongation of 500 puncture resistance of 1000N , peel adhesion to concrete 1200N-m hydrostatic head resistance 70m 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 selvedges 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. (UNI SR 2023-24 Vol.2 Page no.150 Item no 15.5)
10511
623
6549929.65
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4.23b v-3 - 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 Mixing in Plant method i) For 53 mm maximum size (UNI SR 2023-24 Vol.3 Page no.28 Item no 4.23 B (i))
1228.5
2439
2996360.64
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3.14.3 v-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 . 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 kNm2. 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 (UNI SR 2023-24 Vol.3 Page no.19 Item no 3.14.3)
677
1669
1130339.51
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9.2.7 v-5 - Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For : HDPE Grade PE80-PN8.0,160mm dia (UNI SR 2023-24 Vol.5 Page no.96 Item no 9.2.7)
197
1175
231520.31
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