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
₹ 28,000Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
DMA/2024-25/OW/WORK_INDENT31860Tender No
DMA/2024-25/OW/WORK_INDENT31860Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
004 - 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
957.6
108
104282.64
005 - 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)
1405
5
7727.5
006 - Black ficus18/18 BAG SIZE ( Approved Rate )
1560
350
546000
007 - Areca palm 14/15 BAG SIZE ( Approved Rate )
200
200
40000
008 - Bevu 14/20 BAG SIZE ( Approved Rate )
450
110
49500
009 - Mahagani 14/20 BAG SIZE ( Approved Rate )
600
110
66000
010 - plantation (labour charges Semi skilled Gardener,) (Vol-01 SR-2023-24 P No A-49 SL NO lll )
80
600
48072
011 - 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)
67.5
508
34303.5
012 - 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)
"
300
145
43785
013 - 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)
"
200
106
21210
014 - 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)
"
20
80
1617
015 - 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)
"
20
93
1869
016 - 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)
"
20
175
3507
017 - 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)
"
20
93
1869
018 - 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)
20
108
2163
019 - 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)
"
20
89
1785
020 - 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)
"
20
51
1029
021 - 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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