Public Works Department Tender

Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material By Mix in Place Method ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading-II (53 mm to 22.4 mm).Using Screening Type B (11.2mm agg) ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

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 M20 (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 m3 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 of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface,painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

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 ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

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. ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc ii. Ordinary kilometer stone (precast) ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

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

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 60 cm equilateral triangle ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

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 of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.