Public Works Department Tender

Vol-3 I.No-10.1 P.No-91 - 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 ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-10.2 P.No-91 - Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-10.15(i) P.No-93 - 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. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-10.15(ii) P.No-93 - 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. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-8.3 P.No-63 - Printing New Letter and Figures of any Shade :Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-16.26 P.No-148 - 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 ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-16.20(i) P.No-147 - 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 ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-16.22 P.No-147 - Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-8.55 P.No-79 - Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-8.15 P.No-67 - 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. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-8.43 P.No-74 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of olycarbonate 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 of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-8.50 A (ii) P.No-64 - Retro-reflectorised traffic signs: Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022. (ii) 90 cm equilateral triangle ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-8.8 P.No-65 - 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:67:2022 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 ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-8.48 P.No-76 - Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-21(A)3 P.No 145 - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-5.3.1 P.No-43 - 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 of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-3 I.No-16.15 (b) P.No-146 - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 : 1000mm dia ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.

Vol-1 I.No-IV(Unskilled) Sl.No.5 P.No-A 50 - Employing Mazdoor for Maintenance and Supervision of road (Zone-II, IV-Unskilled Sl.No.-5) ---- including cost of all materials, with all lead and lift, transporting to site, loading and unloading, labour charges, HOM, etc complete as per specifications and as per directions of Engineer-in-charge of Work.