Directorate Of Municipal Administration Tender
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
₹ 65,017Document Cost
Refer DocumentsTender Fee
₹ 1,630
Description
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Contact
Tender Id
DMA/2024-25/OW/WORK_INDENT19160Bid Award Id
ViewTender No
DMA/2024-25/OW/WORK_INDENT19160Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
Others - government notification bc loc letter
Others - All Formats which are to be attached
BOQ Items
... More
Code 5.4 Vol 2 P.No. 9 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
34.67
6708
232581.9615
... More
Code 4.17 Vol 3 P.No. 26 - 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 inuniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density
84.2
2686
226241.19
... More
Code 2.1.3 Vol 1 P.No. 15 - 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. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
46.03
6288
289457.3535
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Code 2.4.3 Vol 1 P.No. 16 - Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
124.13
6652
825812.064
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Code 5 Vol 1 P.No. 111 - Centering & Shuttering :Additionalities for formwork,centering &scaffolding Added on finished rate of concrete for formwork UNI SR 2023-24 ,VOL-1 (Addendum I) ,P-111 , Sl.no 5 , open foundation 4%
42.86
266
11405.4746
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Code 11 Vol 1 P.No. 111 - Centering & Shuttering :Additionalities for formwork,centering &scaffolding Added on finished rate of concrete for formwork UNI SR 2023-24 ,VOL-1 (Addendum I) ,P-111 , Sl.no 11 ,Earth retaining structures 10%
74.92
665
49842.7776
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Code 9 Vol 1 P.No. 111 - Centering & Shuttering :Additionalities for formwork,centering &scaffolding Added on finished rate of concrete for formwork UNI SR 2023-24 ,VOL-1 (Addendum I) ,P-111 , Sl.no 9 ,RCC Columns / Shaft (Slip Centering) 70%
1.1
4878
5366.592
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Code 2.11h Vol 1 P.No. 18 - 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
11.81
82961
979775.9055
... More
Code 11.25.2 Vol 2 P.No. 84 - Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.
1257.62
142
179588.136
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Code 6.8 Vol 2 P.No. 14 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
7.76
8367
64931.412
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Code 8.3.1 Vol 2 P.No. 41 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) 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 direc tions of Engineer-in-charge.
96.24
371
35772.408
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Code 11.58 Vol 2 P.No. 95 - Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer in-charge. (Made of G.I. wire of dia 4 mm)
58.84
843
49610.946
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Code 8.33.3 Vol 2 P.No. 47 - Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
326.31
145
47624.9445
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Code 8.42.7 Vol 3 P.No. 74 - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 300 x 300 x 150 mm size
893
394
352556.4
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Code 9.31 Vol 2 P.No. 64 - Providing and laying Polished Sadarahalli Grey Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
219.66
2189
480890.655
... More
Code 8.39 Vol 2 P.No. 48 - wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade two coats on new work 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
537.2
133
71635.62
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Code 11.28 Vol 2 P.No. 85 - Providing and fixing stainless steel Grade 304 railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature wherever required and fitting the same with necessary stainless steel nuts and bolts complete i c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge, for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge
125.12
593
74227.44
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Code 11.16.2 Vol 2 P.No. 82 - Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge
8865.26
154
1368352.881
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Code 6.3 Vol 2 P.No. 13 - Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
4.85
9317
45190.845
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Code 1.6.1 Vol 1 P.No. 6 - Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m
70.2
508
35675.64
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Code 10.2.1 Vol 5 P.No. 115 - Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for : Pipes of SN 4, 75mm dia.
210
227
47848.5
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Code 10.1.1 Vol 5 P.No. 114 - Providing PVC ringtite pipes conforming to IS 4985 2000 with latest amendments and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type with all labour with all lead and lift including encasing the pipe alround to a depth of not less than 15 cms with soft gravel or selected earth available from the excavation etc complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc complete for PVC pipes 25mm dia 10 kg per sqcm and class 5
180
50
9072
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Code 13.4.2 Vol 2 P.No. 115 - Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end)
5
627
3139.5
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Code 8.8 Vol 3 P.No. 65 - Direction and Place Identification Signs with size more than 0.9 m2 size Board.Providing and erecting direction and place identification retrox0002reflectorised sign as per IRC:67:2022 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 non 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
4.8
10187
48898.08
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Code 8.30. Vol 2 P.No. 46 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/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.
96.24
182
17583.048
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Code 6.3 Vol 3 P.No. 49 - Construction of fly Ash Dry lean cement concrete Sub-Base. Construction of Dry lean cement concrete sub-base over a prepared sub grade with coarse and fine aggregates confirming to IS 383:2016 the size of coarse aggregates not exceeding 25mm replacing cement by fly ash to the extent of 20 percent, aggregate cement ratio not to exceed 12:1 aggregates gradation after blending to be as per table 600-1, cement & cementitious content not to be less than 140 kg/m3, optimum moisture content to be determined during trial length construction , concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.
100.2
4971
498169.35
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Code 2.2.3 Vol 1 P.No. 15 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
9.59
6652
63800.352
... More
Code 5 Vol 1 P.No. 111 - Centering & Shuttering :Additionalities for formwork,centering &scaffolding Added on finished rate of concrete for formwork UNI SR 2023-24 ,VOL-1 (Addendum I) ,P-111 , Sl.no 5 , open foundation 4%
9.59
266
2551.9949
... More
Code 2.5.2 Vol 1 P.No. 16 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
5.18
7185
37219.077
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Code 9 Vol 1 P.No. 111 - Centering & Shuttering :Additionalities for formwork,centering &scaffolding Added on finished rate of concrete for formwork UNI SR 2023-24 ,VOL-1 (Addendum I) ,P-111 , Sl.no 9 ,RCC Columns / Shaft (Slip Centering) 70%
3.31
5269
17440.7541
... More
Code 14 Vol 1 P.No. 111 - Centering & Shuttering :Additionalities for formwork,centering &scaffolding Added on finished rate of concrete for formwork UNI SR 2023-24 ,VOL-1 (Addendum I) ,P-111 , Sl.no 14 ,RCC Beams, Lintels & Troughs of Aqueducts 60%
0.74
4516
3342.1212
... More
Code 15 Vol 1 P.No. 111 - Centering & Shuttering :Additionalities for formwork,centering &scaffolding Added on finished rate of concrete for formwork UNI SR 2023-24 ,VOL-1 (Addendum I) ,P-111 , Sl.no 15 , RCC Roof Slabs 50%
1.13
3763
4252.9245
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