Karnataka Power Corporation Limited Tender

code08 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work ---- In accordance with finance department circular No. FD 417 EXP-12/2024, dated 09.08.2024, bidders are required to submit their financial quotes excluding GST.

code13 - Construction of unlined surface drains by Mechanical Means of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (RA enclosed) ---- In accordance with finance department circular No. FD 417 EXP-12/2024, dated 09.08.2024, bidders are required to submit their financial quotes excluding GST.

code07 - Dry Lean Cement Concrete Sub-base - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. (RA enclosed) ---- In accordance with finance department circular No. FD 417 EXP-12/2024, dated 09.08.2024, bidders are required to submit their financial quotes excluding GST.

code06 - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.For Grading V material. (RA enclosed) ---- In accordance with finance department circular No. FD 417 EXP-12/2024, dated 09.08.2024, bidders are required to submit their financial quotes excluding GST.

code04 - 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 310. ---- In accordance with finance department circular No. FD 417 EXP-12/2024, dated 09.08.2024, bidders are required to submit their financial quotes excluding GST.

code02 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- In accordance with finance department circular No. FD 417 EXP-12/2024, dated 09.08.2024, bidders are required to submit their financial quotes excluding GST.

code16 - Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 cm2 on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and coreshell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of be fixed by a combination of epoxy adhesive and grouting as per MoRTH specification 806 ---- In accordance with finance department circular No. FD 417 EXP-12/2024, dated 09.08.2024, bidders are required to submit their financial quotes excluding GST.

code14 - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 750mm dia ---- In accordance with finance department circular No. FD 417 EXP-12/2024, dated 09.08.2024, bidders are required to submit their financial quotes excluding GST.

code01 - Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator ---- In accordance with finance department circular No. FD 417 EXP-12/2024, dated 09.08.2024, bidders are required to submit their financial quotes excluding GST.

code09 - Providing and fixing in position 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 600 mm. Long and at 300 mm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.(RA enclosed) ---- In accordance with finance department circular No. FD 417 EXP-12/2024, dated 09.08.2024, bidders are required to submit their financial quotes excluding GST.

code12 - Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (approx. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide). (RA enclosed) ---- In accordance with finance department circular No. FD 417 EXP-12/2024, dated 09.08.2024, bidders are required to submit their financial quotes excluding GST.

code05 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (RA enclosed) ---- In accordance with finance department circular No. FD 417 EXP-12/2024, dated 09.08.2024, bidders are required to submit their financial quotes excluding GST.

code11 - Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. (RA enclosed) ---- In accordance with finance department circular No. FD 417 EXP-12/2024, dated 09.08.2024, bidders are required to submit their financial quotes excluding GST.

code15 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50 m 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 necessary, 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 other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ---- In accordance with finance department circular No. FD 417 EXP-12/2024, dated 09.08.2024, bidders are required to submit their financial quotes excluding GST.