Public Works Department Tender

Vol.No.1 pg no 112 I.No. 11 - providing & Removing Shutte ring Foundation, Sub structure of Earth retaining structuresFoam work 10% ---- Work should be carried out as per the instructions of the Engineer-in-Charge.

Vol.NO.1 pg no 18 I.No. 2.11(h) - Steel Fabrication supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement includi ng cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooki ng, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification h. All other type of structures ---- Work should be carried out as per the instructions of the Engineer-in-Charge.

Vol-3 pgno 146 I No 16.15 (a) - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause (a) 1200mm dia ---- Work should be carried out as per the instructions of the Engineer-in-Charge.

Vol-1 pg no7 I no 1.8 - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, preading, grading to required slope and com pacting to meet the requirement complete as per specifications, including cost of labour ,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- Work should be carried out as per the instructions of the Engineer-in-Charge.

Vol-3 pg no130 I no 1.4.8 - Curtain wall complete as per drawing and Technical specification Cement concrete grade M15 ---- Work should be carried out as per the instructions of the Engineer-in-Charge.

Vol-3 pg no130 I no 1.4.9 - Flexible Apron- Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. ---- Work should be carried out as per the instructions of the Engineer-in-Charge.

Vol.No.3 pg no 23 I.No 4.2 (V) - By Mix in Place Method Construction of Granular Sub-Base of required grading 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 Materia ---- Work should be carried out as per the instructions of the Engineer-in-Charge.

Vol.No.3 pg no 26 I.No 4.17 - 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 Wet Mix Macadam (Plant Mix Method ---- Work should be carried out as per the instructions of the Engineer-in-Charge.

Vol.NO.3 pg no 148 I.No. 16.27 - 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 M20 (Grade), coarse and fine ggregates conforming to IS:383:2016, aximum 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, wed ges, steel plates including levelling the formwork as per drawing), spreading the conc rete 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 convey ance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- Work should be carried out as per the instructions of the Engineer-in-Charge.

VOL-3, PG NO-67 NO-8.18 - Boundary pillar / Guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting ---- Work should be carried out as per the instructions of the Engineer-in-Charge.

VOL-3, PG NO-66 NO-8.10 - Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ---- Work should be carried out as per the instructions of the Engineer-in-Charge.