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
₹ 12,500Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
PWD/2024-25/BG/WORK_INDENT11367Tender No
PWD/2024-25/BG/WORK_INDENT11367Tender Authority
Public Works Department ViewPurchaser Address
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Documents
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V3 PNO 74 INO 8.43 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire chargesof all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technicalspecifcation and directions of Engineer in charge of the work
50
365
18250
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V3 PNO69 INO 8.25i - Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire chargesof all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technicalspecifcation and directions of Engineer in charge of the work
80
3640
291200
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V3 PNO129 INO14.10 - 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. A Boulder Laid Dry Without Wire Crates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire chargesof all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technicalspecifcation and directions of Engineer in charge of the work
27
1912
51624
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V1 PNO 15 INO 1.14 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire chargesof all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technicalspecifcation and directions of Engineer in charge of the work
262.5
102
26775
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V3 INO8.44 - Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shallbe rounded at its acute angle, all the corners and edges. Theplastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m atroom temperature ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire chargesof all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technicalspecifcation and directions of Engineer in charge of the work
80
650
52000
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