Public Works Department 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
₹ 1,67,950Document Cost
Refer DocumentsTender Fee
₹ 2,100
Description
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Contact
Tender Id
PWD/2024-25/BR/WORK_INDENT16142Tender No
PWD/2024-25/BR/WORK_INDENT16142Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
Vol No.1, Page No:115, Item No:Appendix-I - Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert
49.57
1344
66663.7188
Vol No.1, Page No:15, Item No:2.2.2 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid
separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
39.6
7216
285771.024
Vol No.1, Page No:115, Item No:Appendix-I - Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert
39.6
1312
51958.368
Vol No.1, Page No:17, Item No:2.5.2 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid
separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
54.45
7903
430354.8315
Vol No.1, Page No:115, Item No:Appendix-I - Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert
54.45
1437
78246.2835
Vol No.1, Page No:17, Item No:2.5.2 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid
separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
21.33
7903
168585.2811
Vol No.1, Page No:115, Item No:Appendix-I - Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert
21.33
1437
30651.8499
Vol No.1, Page No:18, Item No:2.11 C - 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. Sub structure of Bridges
8.01
90754
726944.7465
Vol No.1, Page No:18, Item No:2.11 D - 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. Super structure of Bridges
1.49
90990
135576.441
Vol No.3, Page No:121, Item No:13.8 - PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH
Specification No. 2700
7.88
7151
56354.214
Vol No.3, Page No:122, Item No:13.9 - Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per
drawing and Technical specification (Batching Plant). MORTH Specification No. 1500,1600 1700 & 2704.
15.75
12426
195721.3125
Vol No.3, Page No:121, Item No:13.2 - Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and
Technical Specifications. (Batching Plant) MORTH Specification No. 2702
7.94
14669
116476.227
Vol No.3, Page No:117, Item No:12.3 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical
Specification A. Granular materialc Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200
148.1
1226
181629.84
Vol No.3, Page No:117, Item No:12.4 - Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid
down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the
soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to
the full height compacted to a firm condition complete as per drawing and Technical Specification. Reference to
MORTH Spection 710.1.4 of IRC:78 and 2200
59.28
2810
166627.188
Vol No.3, Page No:117, Item No:12.2 - Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment/wing wall/ return wall with PVC Pipe
110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V:20H towards
drawing foce. Complete as per drawing and Technical Specifications MORTH Specification No. 2706 and 2200
21.06
250
5285.007
Vol No.3, Page No:121, Item No:13.5 - Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance
of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm,
leaving adequate space between vertical post for expansion, complete as per approved drawings and technical
specifications. MORTH Specification No.2703,1500,1600and 1700.
28.22
2377
67084.584
Vol No.3, Page No:129, Item No:14.1 - Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than
40kg each complete as per drawing and Technical specification. A. Boulder Laid Dry Without Wire Crates. MORTH
Specification No. 2503
42.32
2007
84961.632
Vol No.3, Page No:129, Item No:14.3 - Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal
mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. MORTH
Specification No.2503.
21.17
6686
141551.088
Vol No.3, Page No:123, Item No:13.15 (iii) - Filler Joint (iii) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of
simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant
complete as per drawing and technical specifications. MORTH Specification No. 2605
15
242
3638.25
Vol No.3, Page No:103, Item No:13.7 - Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationMORTH Specification No.
2705
18
3434
61821.9
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