Public Works Department Tender

10.2 - Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shouder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Page No. 91, Item No. 10.2) of 2023-24 CSR Volume-3)

10.15 (I) - Patching of Potholes (i) Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification" (Page No. 93, Item No. 10.15 (i)) of 2023-24 CSR Volume-3)

10.15 (ii) - ii) Patching of Deep Potholes using WBM Gr l & SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with 1ype Sereenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification. (Page No. 93, Item No. 10.15 (ii)) of 2023-24 CSR Volume-3)

2.19 - Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (Page No. 12, Item No. 2.19) of 2023-24 CSR Volume-3

3.7 - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (Page No. 17, Item No. 3.7) of 2023-24 CSR Volume-3

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 (Page No. 26, Item No. 4.17) of 2023-24 CSR Volume-3

16.27 - 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 M20 (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. (Page No. 148, Item No. 16.27) of 2023-24 CSR Volume-3

1.14.1 - 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 & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m (Page No. 8, Item No. 1.14.1) of 2023-24 CSR Volume-1)

A-50 IV - Employing mazdoor for maintenance and supervision of Road (Zone-III (IV) (Unskilled) (Page No. A-50, SI No. IV) of 2023-24 CSR Volume-1)