Public Works Department Tender

VOL-III 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 ---- 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-III 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. ---- 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-III 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. ---- 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-III 10.15(ii) - 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-III 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 (i) Painting two coats with synthetic enamel paint ---- 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-III 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 ---- 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-III 8.3 - 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-III 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 ---- 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-III 16.20 - 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-III 16.22 - 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 ---- 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-III 8.58 - 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 complete as per specifications. 600mm 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-III 8.5 A (ii) - 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-III 8.8 - 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-III 10.11 - land Slide Clearance in soil Clearance of land slides in soil and ordinary rock by dozer and disposal of the same on the valley side ---- 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-III 8.55 - 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.