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.
Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date14 Jun 2024
Closing Date2 Jul 2024
Tender Amount₹ 34,26,338.56
Costs
EMD
₹ 35,000Document Cost
Refer DocumentsTender Fee
₹ 860
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
PWD/2024-25/BR/WORK_INDENT10611Bid Award Id
ViewTender No
PWD/2024-25/BR/WORK_INDENT10611Tender Authority
Public Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
2.2.3 vol 1 - For Formworks Foundations- 5% ---- DTS
31.5
456
14387.31
2.4.3 vol 1 - Providing and laying in position Reinforced 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 necesary, 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 otherappurtenances 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 aggregate ---- DTS
77.35
9134
706578.327
2.4.3 vol 1 - For Formworks Substructures- 10% ---- DTS
77.35
913
70657.678
2.5.2 vol 1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigationworks & superstructure works of bridges upto 3.50 mheight. The granite/trap/basalt crushed graded coarse aggregates andfine 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 therequirements of relevant IS codes , labour, Usage charges of machinery, curing and all otherappurtenances 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 ---- DTS
27.98
9865
276044.5244
2.5.2 vol 1 - For Formworks Superstructures- 20% ---- DTS
27.98
1973
55209.0168
2.11B vol 1 - Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. ---- DTS
4.86
124286
604030.3002
2.11.d vol 1 - Supplying fitting & placing TMT bar reinforcement to super structure complete as per Specifications ---- DTS
1.42
124937
177411.5908
12.2 vol 3 - 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 ---- DTS
53.6
315
16930.096
12.3A VOL 3 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material ---- DTS
72
1543
111141.36
13.7 VOL 3 - Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification ---- DTS
8
4322
34583.6
1.8 VOL 1 - construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- DTS
250
683
170845
8.22 VOL 3 - 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 ---- DTS
18
5554
99984.24
8.10 VOL 3 - Painting two coats after filling the surface with synthetic
enamel paint in all shades on new plastered concrete surfaces ---- DTS
154.06
144
22192.343
8.55 VOL 3 - Providing and fixing RCC name board of size 1.35x0.6x0.04mts fixed in reinforced cement concrete poles of size 0.1x0.10x2.60mts in cement concrete M20 proportion using 20mm down size graded metal machine mixed with 10mm dia main steel and 8mm dia stirrups as shown in drawing and direction of the engineer incharge of the work. ---- DTS
1
7953
7953.38
14.1.A vol 3 - Providing and laying boulders apron on river bed for protection
against scour with stone boulders weighing not less than 40 kg
each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. ---- DTS
25.8
2526
65194.02
item 1.12 page no 8 vol 1 - Earth work in surface excavation by mechanical means for lowering & levelingthe ground for all works other than foundation in all kinds of soils & upto depthnot exceeding 300mm as per drawing and technical pecifications, includingsetting out, shoring, strutting, barricading, caution lights, removal of stumps
and other deleterious matter including dressing of excavated surfaces, disposingoff or levelling the excavated earth or sorting & stacking the selected earth forreuse 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. ---- DTS
513
128
66135.96
item no 3.11 page no 18 vol 3 - Preparation and Surface Treatment of Formation :Preparation and surface treatment of formation by removing mud
and slurry, watering to the extent needed to maintain the desired
moisture content, trimming to the required line, grade, profile
and rolling with 8-10 t smooth wheeled roller, complete as per
clause 3.10 ---- DTS
1500
5
8145
item no 4.2V page no 23 vol 3 - By Mix in Place Method Construction of Granular Sub-Base of required grading as perdesign spreading in uniform layers with motor grader on
prepared surface mixing by mix in place method with front endloader at OMC and compacting with vibratory roller to achievethe desired density, complete as per clause 401 ---- DTS
150
3201
480174
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements