Directorate Of Municipal Administration Tender

As per PWD SR 23-24 VOL-3 Page.NO.23 S.No.4.1 - 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.(As per PWD SR 23-24 VOL-3 Page.NO.23 S.No.4.1) For Grading -II Material

As per PWD SR 23-24 VOL-3 Page.NO.26 S.No.4.17 - Providing, laying, spreading and compacting graded stone aggregate 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 in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (As per PWD SR 23-24 VOL-3 Page.NO.26 S.No.4.17)

As per PWD SR 23-24 VOL-3 Page.NO.149 S.No.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, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (As per PWD SR 23-24 VOL-3 Page.NO.149 S.No.16.28)

As per PWD SR 23-24 VOL-5 Page.NO.116 SI NO 10.5.1 - Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting,finishing neatly by giving satisfactory hydraulic test etc.,complete (As per PWD SR 23-24 VOL-5 Page.NO.116 SI NO 10.5.1)

As per PWD SR 23-24 VOL-3 Page.NO.10 Item.No.2.10b - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead.Rubble stone masonry in cement mortar (As per PWD SR 23-24 VOL-3 Page.NO.10 Item.No.2.10b)

As per PWD SR 23-24 VOL-2 Page.NO.13 S.No.6.4 - Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work (As per PWD SR 23-24 VOL-2 Page.NO.13 S.No.6.4)

As per PWD SR 23-24 VOL-2 Page.NO.41 S.No.8.1.2 - Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) 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. (As per PWD SR 23-24 VOL-2 Page.NO.41 S.No.8.1.2)