Minor Irrigation Department Tender

code04 - 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 ordinary/soft rock without blasting upto 1.5 m depth including cost of all machinery, labour etc complete with all lead and lifts loading and unloding charges as per the directions of Engineer incharge of the work

code05 - Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations including cost of all machinery, labour etc complete with all lead and lifts loading and unloding charges as per the directions of Engineer incharge of the work

code06 - Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/ sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification including cost of all machinery, labour etc complete with all lead and lifts loading and unloding charges as per the directions of Engineer incharge of the work

code07 - 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 including cost of all machinery, labour etc complete with all lead and lifts loading and unloding charges as per the directions of Engineer incharge of the work

code08 - Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification including cost of all machinery, labour etc complete with all lead and lifts loading and unloding charges as per the directions of Engineer incharge of the work

code09 - Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering including cost of all machinery, labour etc complete with all lead and lifts loading and unloding charges as per the directions of Engineer incharge of the work

code10 - Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing including cost of all machinery, labour etc complete with all lead and lifts loading and unloding charges as per the directions of Engineer incharge of the work

code11 - Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification including cost of all machinery, labour etc complete with all lead and lifts loading and unloding charges as per the directions of Engineer incharge of the work

code12 - Compacting original ground supporting embankment - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction including cost of all machinery, labour etc complete with all lead and lifts loading and unloding charges as per the directions of Engineer incharge of the work

code13 - Cement stabilisation in Embankment - Providing, laying and spreading available soil in the embankment on a prepared surface, pulverising, mixing the spreaded soil in place with Soil Stabilisor with 2% of cement using Binder spreader machine grading with the motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved embankment including cost of all machinery, labour etc complete with all lead and lifts loading and unloding charges as per the directions of Engineer incharge of the work

code14 - 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 including cost of all machinery, labour etc complete with all lead and lifts loading and unloding charges as per the directions of Engineer incharge of the work

code15 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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. B Mechanical means (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg) including cost of all machinery, labour etc complete with all lead and lifts loading and unloding charges as per the directions of Engineer incharge of the work

code16 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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. B Mechanical means (ii) Grading-I (63 mm to 45 mm) (a) Using Screening Crushable type such as Moorum or Gravel including cost of all machinery, labour etc complete with all lead and lifts loading and unloding charges as per the directions of Engineer incharge of the work