Public Works Department Tender

PWD SR 2023-24 Vol-3 P. No:- 144 Item No:-16.8(b) - Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (b) Mechanical Means ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2023-24 Vol-3 P. No:- 23 Item No:-4.1(v) - 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 For Grading -V Material ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2023-24 Vol-3 P. No:- 26 Item 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. ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2023-24 Vol-3 P. No:- 31 Item 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 0.90 kg per m2 using mechanical means. ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2023-24 Vol-3 P. No:- 33 Item No:- 5.8.B - Bituminous Macadam Grading - II for traffic below 20 MSA Providing and laying Bituminous Macadam with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2023-24 Vol-3 P. No:-43 Item No:-5.31 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2023-24 Vol-1 P. No:-7 Item No:-1.7 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2023-24 Vol-3 P. No:- 80 Item No:-8.58 c - Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. C. 600 mm dia ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2023-24 Vol-3 P. No:- 74 Item 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. ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work

PWD SR 2023-24 Vol-3 P. No:- 65 Item No:-8.7 - Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 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, irmly 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 ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work