Public Works Department Tender

Volume 3 Page No 17 I.No 3.6 - Construction of Subgrade and Earthen Shoulders 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 (VOLUME-3 P.No.17 It.No:3.6) ---- Work should be carried out as per engineer incharge

Volume 3 Page No 23 I.No 4.2(V) - By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material (VOLUME-3 P.No.23 It.No:4.2(V)) ---- Work should be carried out as per engineer incharge

Volume 3 Page No 26 I.No 4.17 - Wet Mix Macadam (Plant mix method) 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 m3 2,394.00 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(VOLUME-3 P.No.26 It.No:4.17) ---- Work should be carried out as per engineer incharge

Volume 3 Page No 31 I.No 5.1 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. .(VOLUME-3 P.No.31 It.No:5.1) ---- Work should be carried out as per engineer incharge

Volume 3 Page No 43 I.No 5.33 - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.(VOLUME-3 P.No.43 It.No:5.33) ---- Work should be carried out as per engineer incharge

Volume 3 Page No 34 I.No 5.10C - Providing and laying Dense Graded Bituminous Macadam with40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.(VOLUME-3 P.No:34 It.No:5.10(C)) ---- Work should be carried out as per engineer incharge

Volume 3 Page No 36I.No 5.14C - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 percent of mix and filler, transporting the hot mix to work site,laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. (VOLUME-3 P.No:36 It.No:5.14.C) ---- Work should be carried out as per engineer incharge

Volume 3 Page No 65 I.No 8.7 - Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (VOLUME-3,P.No:65 I No. 8.7) ---- Work should be carried out as per engineer incharge

Volume 3 Page No 64 I.No 8.6(IV) - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle (VOLUME-3, P. 64 I No. 8.6(IV) ---- Work should be carried out as per engineer incharge

Volume 3 Page No 67 I.No 8.15 - 803 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (VOLUME-3, P.67 I No. 8.15) ---- Work should be carried out as per engineer incharge

Volume 3 Page No 67 I.No 8.16 - 805- Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (VOLUME-3, P. 67 I No.8.16) ---- Work should be carried out as per engineer incharge

Volume 3 Page No 68 I.No 8.14 - 805- Reinforced cement concrete M15 grade Hecto metre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (VOLUME-3, P. 68 I No.8.14) ---- Work should be carried out as per engineer incharge

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 engineer incharge

SEDWD-ae-04-rate-2023-24-4424 - Road Maintenance for 3rd year for road with DBM+BC as wearing coat Maintenance of Road for 3rd year by Clearing and uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder sufrace and Making up loss of material/ irregularities on shoulder wherever necessary, Maintenance & painting of 200 meter and km stones, white washing of parapet walls of CD wprk and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs inluding Vent Clearance complete as per directions of engineer in charge ---- Work should be carried out as per engineer incharge

SEDWD-ae-04-rate-2023-24-4424 - Road Maintenance for 4th year for road with DBM+BC as wearing coat Maintenance of Road for 4th year by Clearing and uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder sufrace and Making up loss of material/ irregularities on shoulder wherever necessary, Maintenance & painting of 200 meter and km stones, white washing of parapet walls of CD wprk and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs inluding Vent Clearance complete as per directions of engineer in charge ---- Work should be carried out as per engineer incharge

SEDWD-ae-04-rate-2023-24-4424 - Road Maintenance for 5th year for road with DBM+BC as wearing coat Maintenance of Road for 5th year by Clearing and uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder sufrace and Making up loss of material/ irregularities on shoulder wherever necessary, Maintenance & painting of 200 meter and km stones, white washing of parapet walls of CD wprk and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs inluding Vent Clearance complete as per directions of engineer in charge ---- Work should be carried out as per engineer incharge

VOLUME-3, P. 147 I No.16.21 - Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification ---- Work should be carried out as per engineer incharge

VOLUME-3, P. 123 I No13.14 - Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2 ---- Work should be carried out as per engineer incharge