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
₹ 1,37,715Document Cost
Refer DocumentsTender Fee
₹ 2,040
Description
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Contact
Tender Id
DMA/2024-25/PM/WORK_INDENT31243Tender No
DMA/2024-25/PM/WORK_INDENT31243Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
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SR 2023-24 Vol.1 Page no.17 Item no 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 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. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (UNI SR 2023-24 Vol.1 Page no.17 Item no 2.4.2)
98.43
6512
641044.0767
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SR 2023-24 P.No.112(Volume-1 - Addendum I , Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70% Percentage on finished rate of concrete per m3 (SL No-9)SR 2023-24 P.No.112(Volume-1)
5.84
4558
26623.9176
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SR 2023-24 P.No.112(Volume-1 - Addendum I, Additionalities for Formwork, Centering & Scaffolding forFoundation, Sub structure of Cross drainages 5% Percentage on finished rate of concrete per m3 (SL No-3)SR 2023-24 P.No.112(Volume-1)
12.96
325
4220.2944
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SR 2023-24 P.No.112(Volume-1 - Addendum I Additionalities for Formwork, Centering & Scaffolding for Plinth Beams of Buildings 50% Percentage on finished rate of concrete per m3 (SL No-2)SR 2023-24 P.No.112(Volume-1)
8.58
2279
19557.681
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PWD SR 2023-24 Vol.1 Page no.18 Item no 2.11-h - 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 All other type of structures (PWD SR 2023-24 Vol.1 Page no.18 Item no 2.11-h)
6.42
81381
522468.1386
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SR 2023-24 Vol.2 Page no.75 Item no 11.2 - Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (UNI SR 2023-24 Vol.2 Page no.75 Item no 11.2)
21600
116
2514024
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SR 2023-24 Vol.2 Page no.26 Item no 7.38 - Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (UNI SR 2023-24 Vol.2 Page no.26 Item no 7.38)
926.6
585
542098.064
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SR 2023-24 Vol.2 Page no.17 Item no 6.32 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS
2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (UNI SR 2023-24 Vol.2 Page no.17 Item no 6.32)
120
1349
161916
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SR 2023-24 Vol.2 Page no.42 Item no 8.6.2 - Providing 20 mm cement plaster with cement mortar 1:3 (1 cement:
3 coarse sand) finished with a floating coat of neat cement 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 Engineer-in-charge. (UNI SR 2023-24 Vol.2 Page no.42 Item no 8.6.2)
298.5
441
131898.195
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SR 2023-24 Vol.2 Page no.46 Item no 8.33.1 - Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (UNI SR 2023-24 Vol.2 Page no.46 Item no 8.33.1)
298.5
162
48577.89
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SR 2023-24 Vol.2 Page no.9 Item no 5.1.1 - Providing Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) (UNI SR 2023-24 Vol.2 Page no.9 Item no 5.1.1)
16.78
5779
96977.1574
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SR 2023-24 Vol.5 Page no.200 Item no 16.36 - 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. (UNI SR 2023-24 Vol.5 Page no.200 Item no 16.36)
2291
18
42475.14
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SR 2023-24 Vol.1 Page no.8 Item no 1.12 - 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. In all kinds of soils upto 300 mm depth (UNI SR 2023-24 Vol.1 Page no.8 Item no 1.12)
171
97
16732.35
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SR 2023-24 Vol.3 Page no.5 Item no 1.1 a - Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 5.5 m3) (UNI SR 2023-24 Vol.3 Page no.5 Item no 1.1 a)
381.75
139
53082.3375
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SR 2023-24 P.No.111(Volume-1 - Addendum I , Additionalities for Formwork, Centering & Scaffolding for Cement Concrete Drain Walls 35% Percentage on finished rate of concrete per m3 (SL No-4)SR 2023-24 P.No.111(Volume-1)
26.568
2279
60560.16192
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SR 2023-24 P.No.112(Volume-1 - Addendum I , Additionalities for Formwork, Centering & Scaffolding for Solid Slab Super Structure 20% Percentage on finished rate of concrete per m3 (SL No-1)SR 2023-24 P.No.112(Volume-1)
5.8374
1302
7603.446996
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PWD SR 2023-24 Vol.3 Page no.17 Item no 3.7 - Loosening, leveling and Compacting original ground upporting 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. (PWD SR 2023-24 Vol.3 Page no.17 Item no 3.7)
57
110
6284.25
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PWD SR 2023-24 Vol.3 Page no.17 Item no 3.7 - Loosening, leveling and Compacting original ground upporting 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. (PWD SR 2023-24 Vol.3 Page no.17 Item no 3.7)
148.2
517
76715.73
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PWD SR 2023-24 Vol.3 Page no.17 Item no 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 (PWD SR 2023-24 Vol.3 Page no.17 Item no 3.6)
85.5
2611
223270.425
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PWD SR 2023-24Vol.3 Page no.26 Item no 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. (PWD SR 2023-24Vol.3 Page no.26 Item no 4.17 )
151.46
2686
406965.447
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PWD SR 2023-24Vol.3 Page no.31 Item no 5.1 - 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. (PWD SR 2023-24Vol.3 Page no.31 Item no 5.1)
570
43
24538.5
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PWD SR 2023-24 Vol.3 Page no.32 Item no 5.6 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 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the quired grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (PWD SR 2023-24 Vol.3 Page no.32 Item no 5.6 C)
28.5
7912
225514.8
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PWD SR 2023-24 Vol.3 Page no.31 Item no 5.3 - 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 (PWD SR 2023-24 Vol.3 Page no.31 Item no 5.3)
570
12
7182
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PWD SR 2023-24 Vol.3 Page no.43 Item no 5.31 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed baggregates 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 echanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD SR 2023-24 Vol.3 Page no.43 Item no 5.31)
14.25
10659
151899.3
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PWD SR 2023-24Vol.3 Page no.149 Item no 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 evelling 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. (PWD SR 2023-24Vol.3 Page no.149 Item no 16.28)
65.96
7091
467768.532
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PWD SR 2023-24Vol.1 Page no.15 Item no 2.1.6 - 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.(PWD SR 2023-24Vol.1 Page no.15 Item no 2.1.6)
1.6
6555
10488.24
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