Public Works Department Tender

Vol 3 P67 I.No 8.16 ii - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 3 P 149 I.No 16.28 - 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 agregates 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. ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 1 P.No 16, I NO: 2.4.2 - 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Cost of formwork is included) ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 3 P 9 I.NO 2.5A - 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() ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 3 P64 I.NO 8.5 ii - 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 ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 1 P8 I.NO 1.14.1 - 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 ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 3 P26 I.NO 4.17 - 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. ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 1 P7 I.NO 1.7 - 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) () ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 1 P 8 I.No 1.14.1 - 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 ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 3P65 I.No 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:67:2012 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 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 and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 1P7 I.No 1.8 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 3 P23 I.NO 4.1 V - 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 ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 3 P146 16.15 B - Providing and laying reinforced cement concrete pipeNP3 for culverts on first class bedding of granular material in single row including fixing collar with mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head wallsand parapets Clause 1101.6.cement 1000 mm dia ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 1P.No 15, I NO: 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 ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 1 P 7 I.No 1.10 - Refilling available earth around trenches/pipelines, cables in layers not 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 ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 3 P64 I.No 8.5 viii - 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. 60 cm circular ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.

Vol 3 P-66 I.No 8.10 - Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with syntheticenamel paint in all shades on new plastered concrete surfaces. ---- Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work.