Public Works Department Tender

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 with all lead and lift,loading and unloading, usage of Machinery and equipments,transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. (Vol 3, Pg No 24, I No. 4.27)

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, including cost and conveyance of all materials with all lead and lift,loading and unloading, usage of Machinery and equipments,transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work.. (Vol 3, Pg No 134, I No. 20.29)

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,including cost and conveyance of all materials with all lead and lift,loading and unloading, usage of Machinery and equipments,transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. (Vol 1, Pg No 7, I No. 1.7)

Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2012 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,including cost and conveyance of all materials with all lead and lift,loading and unloading, usage of Machinery and equipments,transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. (Vol 3, Pg No 55, I No. 8.7)

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 Code machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including cost and conveyance of all materials with all lead and lift,loading and unloading, usage of Machinery and equipments,transportation charges, labour charges, curing and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work, etc., conforming to the requirements of relevant IS code, complete as per standard technical specification, and directions of the Engineer incharge of work. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Vol 1, Pg No 15, I No. 2.1.3)

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 cost and conveyance of all materials with all lead and lift,loading and unloading, usage of Machinery and equipments,transportation charges, labour charges, curing and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. (The cost of steel reinforcement o be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Shuttering Chrage 5 % (Vol 1, Pg No 17, I No. 2.4.2)

Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure,including cost and conveyance of all materials with all lead and lift,loading and unloading, usage of Machinery and equipments,transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer incharge of work. (Vol 3, Pg No 71, I No. 9.3)