Visvesvaraya Jala Nigam Limited Tender

Volume-1, PWD SR 2023-24, P-08, I-1.12 - Earthwork in Surface excavation by mechanical means for lowering & levelling the ground for all works other than foundation in all kinds of soils and up to depth not exceeding 300mm as per drawing and technical specifications. Including setting out, shoring, strutting, barricading, caution lights removal of stumps, and other deleterious matter including dressing of excavated surface. dispossing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in radius of 50m and lift up to 1.5m including cost of all labor, tools, usage of machinery & other appurtenances required to complete the work. add lead & Lift charges as directed by the engineer in charge of the work Volume-1, PWD SR 2023-24, P-08, I-1.12

Vol-3 Page no:26 I No.4.17 , FOR YHE YEAR 2023-24 - Wet mix macadam (Plant mix method) Providing, laying, spreading, and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying uniform layers with paver/grader in subbase/ base cource on well prepared surface and compacting with vibratory roller to achive the desired density with all lead and lifts including cost and conveyance of all materials, labour, hire charges of all machineries and equipment's and all other incidental charges etc., complete as per standard technical specification and directions of the Engineer-in-charge of work. ( Vol-3 , Page no:26 I No.4.17 , FOR YHE YEAR 2023-24)

PWD Volume-3 SR 2023-24 P-149, I-16.28 - 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, labor, equipment's etc., complete. as per the directions of the Engineer-in-charge of the work. PWD Volume-3 SR 2023-24 P-149, I-16.28