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.
Directorate Of Municipal Administration - DMA Tender
Civil And Construction
Civil Works Others
Opening Date12 Feb 2025
Closing Soon27 Feb 2025
Tender Amount₹ 10,06,020.91
Costs
EMD
₹ 25,175Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
DMA/2024-25/OW/WORK_INDENT36113Tender No
DMA/2024-25/OW/WORK_INDENT36113Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
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cmy04 - Providing hearting embankment using selected approved impervious soil from borrow areas in layers of 250 to 300 mm (before compaction)
including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. (WRD SR 2021-22/ P.no. 29/2.34)
57.6
471
27172.224
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cmy05 - Providing and laying 1500 Microns thick 6 m wide HDPE Geo membrane, over the synthetic clay liner having Thickness 1.5mm, Density .94g/cum Tensile Strength at yield 23 Nmm/ width and at break 42 Nmm/ width, Elongation at Yield 13percentage, Elongation at Break 700percentage, Tear Resistance 175 N, Puncture Resistance 490 N, Carbon Black Content 2.5 and Carbon Black dispersion at Satisfactory level. ((As approved for Ramanagara DATA Rate dated on 06.12.2024))
644
659
424396
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cmy06 - Geotextile - 250 gsm (CM SR 2023-24/P.No.A-39/Vol-1/36)
644
232
149408
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cmy07 - Providing and Filling in foundation with granite / trap broken metal 40mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. (derived from rate analysis) (CM SR 2023-24/P.No. A-38/Vol-1/SL No-7/ Pg.no 11/1.23)
12.8
1893
24232.192
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cmy08 - Providing and Filling in foundation with granite / trap broken metal 20mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. (derived from rate analysis) (CM SR 2023-24/P.No. A-38/Vol-1/SL No-4/Pg.no 11/1.23)
9.6
2072
19894.656
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cmy09 - Supplying and laying at site Factory made perforated hard HDPE subsoil drainage pipes pre-wrapped with 150 gsm Geotextile for subsoil drainage system ncludingall necessary coupling/ fittings for joints and 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 greaterthan 60percentage of the circumference consisting of open area and a 30percentage solid area along the invert. The product should satisfy the following parameters as below 1. Ring Stiffness as per ISO 9969: 2016 should be greaterthan 0.8 kN/mtr 2. Resistance to Acid with 3percentage HCl for 24 hrs without mass loss, change in colour, softening, cracking or spalling. 3. Resistance to Alkali with 3percentage KOH for 24 hrs without without mass loss, change in colour, softening, cracking or spalling. (Excavated material to be utlised in roadway at site) 160mm dia HDPE pipe (CM SR 2023-24/P.No.19/Vol-3/3.14.2 )
16
1388
22215.04
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cmy10 - Supplying and laying at site Factory made perforated hard HDPE subsoil drainage pipes prewrapped with 150 gsm Geotextile for subsoil drainage system ncludingall necessary coupling/ fittings for joints and 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 greatherr than 60percentage of the circumferenceconsisting of open area and a 30percentage solid area along the invert. The product should satisfy the following parameters as below 1. Ring Stiffness as per ISO 9969: 2016 should be greather than 0.8 kN/m. Resistance to Acid with 3percentage HCl for 24 hrs without mass loss, change in colour, softening, cracking or spalling. 3. Resistance to Alkali with 3percentage 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 (CM SR 2023-24/P.No.19/Vol-3/3.14.3 )
30
1669
50088.9
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