Karnataka Power Transmission Corporation Limited Tender

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The KPTCL has issued a formal invitation for competitive bids for the Karnataka Power Transmission Corporation Limited project, for Construction Of Periphery Compound Wall At 66/11kv Sub-station, Malebennur Iind Phase in Bengaluru Urban, Karnataka, with an estimated contract value of Rs. 22,43,853. The bid opening date for this tender is 21-12-2024 and the last date for bid submission is 31-12-2024. Interested bidders for Karnataka Power Transmission Corporation Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Karnataka Power Transmission Corporation Limited - KPTCL Tender

Opening Date21 Dec 2024
Closing Date31 Dec 2024
Tender Amount₹ 22,43,853.83 
Notes
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Summary

Construction Of Periphery Compound Wall At 66/11kv Sub-station, Malebennur Iind Phase

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code11 - Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary 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. V-2, Page No. 41, I.No. 8.3.2

1189.96

333

396256.68

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code13 - Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing an position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. V-2, Page No. 77, I.No. 11.1

751.1

106

79616.6

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code09 - 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. V-2, I.No. 6.32, Page No. 17

454.49

1310

595381.9

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code14 - Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as perdirections of Engineer-in-charge.V-2 Pno.47 Ino.8.33.3

38.961

139

5415.579

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code07 - 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. V-1 P-7 Ino.1.9

113.785

266

30266.81

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code05 - Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregatesas 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.. PB V-1, Page No. 15, I.No. 2.2.1.1

18.8549

9430

177811.13445

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code06 - Providing and laying in position 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. COlumns V-1, Page No. 15, I.No. 2.2.1.1

11.592

10687

123894.1368

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code01 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.. I No: 2.4 A, Page no. 9 V-3

838

11

9402.36

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code02 - Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges andsuch simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m, V-1, I.No. 1.4.1, Page No. 5

157.475

242

38108.95

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code04 - Providing and laying in position 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. Footong, V-1, Page No. 15, I.No. 2.2.1.1

23.94

6789

162551.6424

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code15 - Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire. V-2, Page No. 95, I.No. 11.57.1

1885.5

18

33939

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code08 - 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 V-1, Page No. 18, I.No. 2.11h

3172.1599

79

250632.353699



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