Public Works Department Tender

Water Bound Macadam Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. - By Mechanical Means ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Cement Concrete PavementConstruction of un-reinforced, dowel jointed at expansion and construction joint only, 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 provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - P.C.C grade M 10--Nominal mix 1:3:6 ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204--For height - R.C.C grade M 20 ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.

Semi-Reflective Traffic signs--Direction and place identification signs more than 0.90 sqm sign board--Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 ---- Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.