Public Works Department Tender

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 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

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. Ref to MoRT&H : IRC - 305 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

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 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

5.4.ii - Tack coat on Granular surface treated with primer - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

5.8.ii.C - Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant 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. Ref to MoRT&H : IRC - 504 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

5.31 - Semi Dense Bituminous Concrete - 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. Ref to MoRT&H : IRC - IRC-37:2018 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

5.1.A.i - Prime Coat over WMM/WBM - 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. Ref to MoRT&H : IRC - 502 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

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 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

8.6.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 C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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. - 90 cm equilateral triangle. Ref to MoRT&H : IRC - 801 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

8.48 - Chevron Boards - 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. ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

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 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

10.3 - Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor. Ref to MoRT&H : IRC - 3003 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

16.8.b - Surface Drains in Soil - Construction of unlined surface drains of average cross- sectional 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. - Mechanical Means. Ref to MoRT&H : IRC - 307 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

1.7 - Manual Means - 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) ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

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. ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

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 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

10.3 - Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor. Ref to MoRT&H : IRC - 3003 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

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. ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

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 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

10.3 - Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor. Ref to MoRT&H : IRC - 3003 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

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. ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

2.11.II.A - Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - By Mechanical means - Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

2.8.ii.a - Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - Lime /Cement Concrete - By Mechanical Means - Cement Concrete Grade M-15 & M-20 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

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 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

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 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

2.2.3 - 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 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

2.4.3 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

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 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

16.15.c - PIPE CULVERTS - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row - 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. - 750mm dia. Ref to MoRT&H : IRC - 1101.6 ---- Item including cost and conveyance of all materials lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work