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
₹ 25,000Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
DMA/2024-25/OW/WORK_INDENT33865Tender No
DMA/2024-25/OW/WORK_INDENT33865Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
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Vol-1 Page no.111 Sl.no.1.a - As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Foundation upto Plinth, a. Isolated works 8% (UNI SR 2023-24 Vol-1 / Page no.111 / Sl.no.1.a / Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding)
7.78
556
4332.8376
... More
Vol-1 Page no.111 Sl.no.9 - As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For RCC Columns / Shaft (Slip Centering) works 70% (UNI SR 2023-24 Vol-1 / Page no.111 / Sl.no.9 / Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding)
6.16
4873
30017.988
... More
Vol-1 Page no.111 Sl.no.2 - As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Plinth Beams of Buildings works 50% (UNI SR 2023-24 Vol-1 / Page no.111 / Sl.no.2 / Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding)
0.49
3480
1705.5675
... More
Vol-1 Page no.112 Sl.no.14 - As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For RCC Beams, Lintels & Troughs of Aqueducts works 60% UNI SR 2023-24 Vol-1 / Page no.112 / Sl.no.14 / Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding)
2.94
4176
12280.086
... More
Vol-1 Page no.112 Sl.no.15 - As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For RCC Roof Slabs works 50% (UNI SR 2023-24 Vol-1 / Page no.112 / Sl.no.15 Appendix I Additionalities for Formwork, Centering & Scaffolding)
3.24
3480
11277.63
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Vol-3 Page No.71 Item No.9.3 - Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.
2.42
93929
227310.237
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Vol-II Page No.15 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.
16.2
1375
22283.1
... More
Vol-I Page No.7 Item No.1.9 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
20.74
279
5792.682
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Vol-2 Page No.44 Item No.8.16 a - Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications.
27.36
1299
35565.264
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Vol-2 Page No.42 Item No.8.8 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1cement : 6 fine sand) to brick 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.
130.14
389
50696.037
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Vol-2 Page No.46 Item No.8.30 - 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.
130.14
182
23776.578
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Vol-I 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.
28
99
2793
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Vol-III Page No.26 Item No.4.1 - Providing, laying, spreading and compacting graded stone ggregate 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.
21
2686
56425.95
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Vol-3 Page No.51 Item No.6.8.2 - 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)
140
1219
170667
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Vol-I Page No.15 Item No.2.1.4 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates.
1.58
6527
10314.003
... More
Vol-3 Page No.17 Sl.no.3.1 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work.
28
89
2499
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