Public Works Department Tender

Vol-III P No. 91 I No.10.1 - Restoration of Rain Cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width,laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes ---- Work should be carried out as per the instruction of Engineer in charge

Vol-III P No. 91 I No.10.2 - Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. ---- Work should be carried out as per the instruction of Engineer in charge

Vol-III P No. 93 I No. 10.15(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. ---- Work should be carried out as per the instruction of Engineer in charge

Vol-III P No. 93 I No. 10.15(ii) - Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with B type Screenings 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. ---- Work should be carried out as per the instruction of Engineer in charge

Vol-III P No. 148 I No. 16.24(i) - Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 Painting two coats with synthetic enamel paint ---- Work should be carried out as per the instruction of Engineer in charge

Vol-III P No. 148 I No. 16.24(ii) - Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing Letters and Figures of any shade with synthetic enamel paint ---- Work should be carried out as per the instruction of Engineer in charge

Vol-III P No. 148 I No. 16.26 - White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 ---- Work should be carried out as per the instruction of Engineer in charge

Vol-III P No. 147 I No. 16.20(i) - Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 ---- Work should be carried out as per the instruction of Engineer in charge

Vol-III P No. 92 I No. 10.60 - Crack Filling Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm. ---- Work should be carried out as per the instruction of Engineer in charge

Volume3 pg no 74 it no 8.43 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. ---- Work should be carried out as per the instruction of Engineer in charge

Volume 1 Page No A 50 I.No IV (Un Skilled) SL No 5 - Employing Mazdoor for Maintenance and Supervision of road ---- Work should be carried out as per the instruction of Engineer in charge