Public Works Department Tender

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 complete the work as per specifications and directions of the Engineer in-charge of Work. Bituminous Macadam Grading - II ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

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. as per technical specifications and directions of the Engineer in-charge of Work 1000mm dia. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

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. as per technical specifications and directions of the Engineer in-charge of Work 1000mm dia. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications and directions of the Engineer in-charge of Work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 90 cm equilateral triangle complete the work as per specifications and directions of the Engineer in-charge of Work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

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 Plant Mix Method For Grading -V Material complete the work as per specifications and directions of the Engineer in-charge of Work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Refilling available earth around trenches/pipelines, cables in layersnot exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

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. complete the work as per specifications and directions of the Engineer in-charge of Work.Plant Mix Method ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications and directions of the Engineer in-charge of Work Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. complete the work as per specifications and directions of the Engineer in-charge of Work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Tack coat on Granular surface treated with primer complete the work as per specifications and directions of the Engineer in-charge of Work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

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 as per specifications and directions of the Engineer in-charge of Work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Refilling available earth around trenches/pipelines, cables in layersnot exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete the work as per specifications and directions of the Engineer in-charge of Work. 5th kilometre stone (precast) ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications and directions of the Engineer in-charge of Work Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works Upto 600 mm dia ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cementconcrete,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 as per technical specifications and directions of the Engineer in-charge of Work Dismantling Stone Masonry By Mechanical means ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

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. complete in all respects as per specifications and directions of the Engineer in-charge of Work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

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. In area of complete the work as per specifications and directions of the Engineer in-charge of Work. light jungle By Mechanical Means using Motor Grader ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Direction and place identification signs more 0.9 sqm size Board: Providing and erecting direction and place identification retro-reflectorised 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 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 complete the work as per specifications and directions of the Engineer in-charge of Work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Meansusing Hydraulic excavator with in all lifts and lead ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Providing and laying in position Reinforced 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 necesary, 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 and directions of the Engineer in-charge of Work M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

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 complete the work as per specifications and directions of the Engineer in-charge of Work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete the work as per specifications and directions of the Engineer in-charge of Work. 200 m stone (precast) ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

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. Prime Coat over WMM/WBM complete the work as per specifications and directions of the Engineer in-charge of Work. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets 500mm dia. ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works Upto 600 mm dia ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cementconcrete,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 as per technical specifications and directions of the Engineer in-charge of Work Dismantling Stone Masonry By Mechanical means ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications and directions of the Engineer in-charge of Work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

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 as per specifications and directions of the Engineer in-charge of Work ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Providing and laying in position Reinforced 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 necesary, 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 and directions of the Engineer in-charge of Work M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge

Surface Drains in Soil 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 complete the work as per specifications and directions of the Engineer in-charge of Work. Mechanical Means ---- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge