Karnataka Slum Development Board Tender

code04 - Appendix I Additionalitics for Framework, Centrering & Scaffolding 8% is taken from page no 115

code05 - 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.

code06 - Providing and laying I00mm thick pre-cast cover slabs over drains &Rain pit of width not exceeding 800 mm using M20 concrete reinforccdwith Micro Alloyed High carbon steel with 3mm - 3ply wired steel @2.00kg/m2, slabs jointed in CM I:3 proportion and nicely fini lu:d Including providing holes in lhe Cover slabs wherever necessary for easy drainage of surface waler including of labour, materials, scaffolding, usage of machinery, curing, lead and lifl charges etc, Complete

code07 - Filling available excavated earth (excluding rock) in trenches, plinths, ides of foundations and other similar works etc. in layers not exceeding 20cm in deplh, consolidating each deposited layer by ramming nnd watering, lead up to 50 m and Iift

code08 - Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of 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.In all kinds of soils Depth upto 1.5 m

code09 - 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.

code10 - Loosening.leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embanl..mcnt. scarified to a depth of 150mm. mixed with water at OMC and then compacted b)' rolling so as to achieve minimum dr)- density as given in Table 300-2 for embankment construction.

code11 - Providing laying spreading and compacting graded stone aggregate to wcl mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage ofmh.ed Mateiial by tipper to site, laying in unifonn layers with Grader in sub- base base course on well prepared surface and compacting with vibratory roller to achieve the desired density

code12 - Construction of un-reinforced plain cement concrete pavement sing RMCM-30 grade with OPC at 270kg per1113and GGB at 90 kg perm3 (75:25 proportion) ns pear proved mix I design procedure and thickness ns per design, over a prepared sub base. The superplasticizers confining to IS 9103-1999 Reafflirmed-2008 Coarse aggregates and Fine aggregate confirming to IS 383-2016, transported to Site, laid in approved fixed side formwork (steel 5 channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). rending the concrete with shovels, rockers and compacted using needles, suitable plant vibrator and finished ina continuousoperation includingprovision ofseparation membrane and 1lessian cloth finishing tolines and grades complete including cot ofall materials. labor, all lead& lift. loading charges as per Engineer in charge of the work.

code13 - Providing and laying 60mm thick factory mode cement concrete paver block ap roved shape and colour of M -30 grade made of C&D waste by block making m chine wilh vibratory, compaction laid in required pettern and including over 50mm thick compacted bed of coarse sand filling the joints with line sand etc. aII compItc c as perthe d1rec1ton o Engineer-in-charge.

code14 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.