Public Works Department Tender

5.12.C - Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 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. Ref to MoRT&H : IRC - 505 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

5.32 - Tack coat on Bituminous surface - 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. Ref to MoRT&H : IRC - 503 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

5.16.B.C - Bituminous Concrete Grading II for traffic <20 MSA - 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, @ 5.4 per cent 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. Ref to MoRT&H : IRC - 507 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

8.5.iv - 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 - 60 cm equilateral triangle. Ref to MoRT&H : IRC - 801 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

8.7 - Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised 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 not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm 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. Ref to MoRT&H : IRC - 801 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

8.15 - 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. Ref to MoRT&H : IRC - 803 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

8.43 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats 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 manufacturers 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. Ref to MoRT&H : IRC - MoRTH 806 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

2.5.ii.b - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer - In area of thorny jungle ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

2.5.ii.b - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer - In area of thorny jungle ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

2.5.ii.b - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer - In area of thorny jungle ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

10.15.i - Patching of Potholes - 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. ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

10.15.i - Patching of Potholes - 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. ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

10.15.i - Patching of Potholes - 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. ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

1.14.1 - Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

2.2.1 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

2.2.1 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

2.11.h - Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

2.1.3 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

2.5.ii.a - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer - In area of light jungle ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

4.1.A.v - Granular Sub-Base - Plant Mix Method - 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. Ref to MoRT&H : IRC - 401 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

10.15.i - Patching of Potholes - 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. ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)