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
₹ 58,000Document Cost
Refer DocumentsTender Fee
₹ 900
Description
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Contact
Tender Id
DMA/2024-25/OW/WORK_INDENT34056Tender No
DMA/2024-25/OW/WORK_INDENT34056Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
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004 - 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (Vol-01 SR-23-2024 P No. 15, I NO 2.1.2)
13.45
5947
79989.84
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005 - 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 300x 150 mm size (Vol- III SR-23-2024 P No.74 , I NO 8.42.7)
840
394
331632
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006 - 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. Vol-3 P NO 26 SL NO 4.17
105
2686
282129.75
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007 - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification))Vol-3 P NO 64 sl NO 6.8.2
1050
1219
1280002.5
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008 - 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 Engineerin-charge. (Made of G.I. wire of dia 4 mm) V-2 (P No 96 I NO 11.58)
37.8
843
31871.07
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009 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. Vol-2I no 8.30 P No 46
336
182
61387.2
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010 - Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two coat applied @ 1.67 l/ 10 m²) on existing cement paint surface including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Vol-2I no 8.30 P No 46
238
110
26239.5
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011 - 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. (Volume -2 P.No 46 I.No 8.33.3)
588
145
85818.6
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012 - Digging of pits cubicaly and lifting the soil from the pits and heaping the soil beside the pits 0.6 x 0.6 x 0.6 Cum. * Normal soil V-8 (P No 19 I NO 3.4 C)
250
34
8645
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013 - Digging of pits cubicaly and lifting the soil from the pits and heaping the soil beside the pits 0.3 x 0.3 x 0.3 Cum. * Normal soil V-8 (P No 19 I NO 3.4 a)
100
4
433
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014 - Supply of inputs such as sand,FYM,Redearthin1:3:6ratio.mixing and spreading the mixture to 7.50cm thickness wherever required. red soil(p no 49 i no 12.10 E) VOL-8 * Red soil 0.0075m3* Farm Yard manure 0.0225m3* Sand 0.045m3
99
108
10781.1
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015 - Collection of Seeds, Seedlings , Root stocks and other materials required for propagation Procurement of stakes * Normal soil V-8 (P No 2 I NO 1.3(d)(l)
175
5
962.5
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016 - Black ficus18/18 BAG SIZE (Quatation rate approved on 06.01.2024)
250
350
87500
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017 - Areca palm 14/15 BAG SIZE (Quatation rate approved on 06.01.2024)
100
200
20000
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018 - 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. V-1(P No 06 I NO 1.6.1)
56.7
508
28814.94
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019 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 6 Kg/m2: 63mmweight of pipe 0.662 kg (V-5(P No 120 I NO 10.14.8)
225
145
32838.75
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020 - 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 & 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 50mm dia, 6 kg/sqcm & class 5 V-5(P No 113 I NO 10.1.3)
195
106
20679.75
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021 - Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 63 mm dia PVC Tee (PWD Common SR Vol-5 I.No. 10.10.5)
25
80
2021.25
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022 - Supply and delivery at site special moulded variety PVC reducer as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendment 63 mm dia PVC REDUCER (PWD Common SR Vol-5 I.No. 10.13.5)
25
93
2336.25
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023 - Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 63 mm dia PVC Tee (PWD Common SR Vol-5 I.No. 10.11.5)
25
175
4383.75
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024 - Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 50 mm dia PVC Tee (PWD Common SR Vol-5 I.No. 10.11.4)
25
93
2336.25
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025 - Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 50 mm dia PVC Tee (PWD Common SR Vol-5 I.No. 10.12.4)
25
108
2703.75
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026 - Supply of PPR End Cap confirming to IS 15801-2008 and DIN Standards 8077/809250 PPR End Cap 63mm (PWD Common SR Vol-5 I.No. 2.64.7)
25
89
2231.25
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027 - Supply of PPR End Cap confirming to IS 15801-2008 and DIN Standards 8077/809250 PPR End Cap 50mm (PWD Common SR Vol-5 I.No. 2.64.6)
25
51
1286.25
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028 - Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-01 SR-2023-24 P No 16 I NO 2.3.1)
8
6639
53113.2
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029 - Providing and fixing RCC Benches made up of M20 Concrete with 4legs of 0.10*0.10*0.45 as length of 2 mtrs having front seating and backresting arrangements including painting fixing and transporting charges (excluding GST) (rate approved on 06.01.2024)
20
5000
100000
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030 - Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. (Vol-03 SL.NO 8.55 PG NO-79)
1
6154
6154.05
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