Rural Development And Panchayat Raj Department Tender

code04 - Construction of Embankment by excavating the available approved ravel/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 requirementcomplete as per specifications, including cost of our,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead and lift complete as per the directions of engineer incharge of the work

code05 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lift and lead transporting to site, spreading, grading for required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification with all lead and lift complete as per the directions of engineer incharge of the work

code06 - 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 with all lead and lift complete as per the directions of engineer incharge of the work

code07 - 5.1 502 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. with all lead and lift complete as per the directions of engineer incharge of the work

code08 - Bituminous Macadam Grading - II for traffic 20 MSA, Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction with all lead and lift complete as per the directions of engineer incharge of the work

code09 - Close Graded Premix Surfacing/Mixed Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG-30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. TYPE-B (II)Bitumen(S-65) with all lead and lift complete as per the directions of engineer incharge of the work

code10 - 16.27 1501 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.with all lead and lift complete as per the directions of engineer incharge of the work

code11 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m with all lead and lift complete as per the directions of engineer incharge of the work

code12 - 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 ISCodes machine mixed, laid in layers not xceeding 150 mm thickness, well compacted using plate vibrators, including all ead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as ertechnical specifications. (The cost of steel reinforcement & ormwork shall be paid separately)2.1.3 Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates with all lead and lift complete as per the directions of engineer incharge of the work

code13 - Providing and laying in position Reinforced cement concrete for allSuper structures of building ,Roadworks,Waterworks,Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded oarseaggregatesandneaggregates as per relevant IS Codes machine mixed with super plasticisers laid inlayers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing andall other appurtenances required to complete the work as per technical pecifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates with all lead and lift complete as per the directions of engineer incharge of the work

code14 - Add 20% Centring Charges for form work With all lead and lift complete as per the directions of engineer incharge of the work

code15 - 2.11 Steel Fabrication 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. and all other structures with all lead and lift complete as per the directions of engineer incharge of the work