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 m3 2,394.00 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.

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, curing and all other incidental charges etc., conforming to the requirements of relevant IS codes, Including cost and labour for Side shuttering for cement concrete pavementcomplete as per standard technical specification, and directions of the Engineer incharge of work.

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 ,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.

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) ,etc., complete as per directions of the Engineer incharge of work, as per Technical Specification Clause 307. Mechanical Means

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 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 shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates ,

Providing and laying in position Reinforced cement concrete for all 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 shall be as per relevant IS Code 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., 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 to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Including cost and labour for formwork for side drains .

Providing and laying in position Reinforced cement concrete for all 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 shall be as per relevant IS Code 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., 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 to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including cost and labour for formwork for drain slab

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.