Public Works Department Tender

Vol 1 P. No. 16, It. No. 2.3.1 - Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The ranite/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 all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol 3 Page No.17 SI No.3.6 - 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 of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol 1 Page No.7 SI 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. ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol 3 Page No.23 SI No.4.2Bv - 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 (v) For Grading -V Material ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol 3 Page No.26 SI No.4.17 - Wet Mix Macadam (Plant mix method) 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 of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol 3 Page No.149 SI 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 aggregates conforming to IS:383:2016:, 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 of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol-3 P.No. 64 Sl NO 8.5Aii - Retro-Reflectorised Traffic Signs 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. (ii) 90 cm equilateral triangle ---- including cost of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.

Vol-3 Page No. 65 Sl NO 8.7 - 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 of all materials, with all lead lift, transporting to site, loading unloading, labour charges, HOM, etc complete as per specifications as per directions of Engineer-in-charge of Work.