Rural Development And Panchayat Raj Department Tender

PWD SR 23 24 Volume 1 P.NO 7 Item 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 spreading grading to required slope and compacting 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.

PWD SR 23-24 Volume-3 P.NO 145 Item no.16.10 - Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification

PWD SR 23 24 Volume 3 P.NO 25 Item no.4.13 - Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with vibratory roller in stages to proper grade and camber applying and brooming requisite type of screening binding Materials to fill up the interstices of coarse aggregate watering and compacting to the required density.Mechanical means Grading II 53 mm to 22.4 mm Using Screening Type B 11.2mm agg

PWD SR 23 24 Volume 3 P.NO 148 Item 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 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.

PWD SR 23 24 Volume 1 P.NO 5 Item no. 1.4 - Earth work excavation by manual means for drains canals waste weir draft approach channels key trenches foundation of Buildings bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools other appurtenaces required to complete the work.

P.NO 15.I.NO 2.1 PWDCSR 23 24 Volme I - Providing and laying in position 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 all lead lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications.Mix 1 3 6 Using 40 mm nominal size graded crushed coarse aggregates

P.NO 16 .I.NO 2.4.2 PWDCSR 23 24 Volme I - Providing and laying in position 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 necessary including all lead lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

P.NO 18 .I.NO 2.11 h PWDCSR 23 24 Volme I - Supplying fitting and placing TMT FE 550 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking laping welding joints tying with binding wire soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.