Minor Irrigation Department Tender

Item Code:04 SR 23-24 V-3 P no.10 I no 2.8(ii)a - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable materialBy Mechanical Means - Cement Concrete Grade M-15 & M-20" with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge.

Item Code:05 SR- 23-24 V-1 P.no 5 I no 1.4.1 - 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 Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge.

Item Code:06 SR 23-24 V-3 P no. 8 I no:1.14.1 - 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 Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge.

Item Code:07 SR23-24 V-4 P-II P no.139 I no 3.6 - Preparing slope of existing bund ( without pitching ) for abutting fresh embankment to strengthen the existing bund by removing grass and other vegitation including disposing off the material & all necessary works as directed and complete as per specification. Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge.

tem Code:08 SR 23-24 V-4 P-II P no.139 I no 3.7 - 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 etc., complete with all lead and lifts.Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge.

Item Code:09 SR 23-24 V-4 P-I P no.39 I no 2.13 - 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 complete.Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge.

Item Code:10 SR 23-24 V-4 P II P no 130 I no 1.12 - 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.Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge.

Item Code:11 SR-23-24 vol-1 P.no18 I no 2.11-h - 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 All Other Type of Structure"Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge.

Item Code:12 SR-23-24 Vol-1 P.no I no 1.9 - 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.Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge.

Item Code:13 SR-23-24 Vol 4 P-II P.no129 I no 1.5 - Providing and constructing 550 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 filter backing of 100 mm thick sand and 150 mm thick 40 mm down graded coarse aggregate layers including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing & all necessary works as directed and complete as per specification.Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge

Item Code:14 SR-23-24 Vol 3 P.no.69 I no 8.25(i) - Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer incharge

Item Code:15 SR-23-24 Vol 3 P.no 17 I no 3.7 - 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.Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge.Volume

Item Code:16 SR-23-24 Vol P.no 7I 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.Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge.

Item Code:17 SR-23-24 V-3 P.no 26 I no 4.14-B(ii)a - 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 Crushable type such as Moorum or Gravel Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge.

Item Code:18 SR-23-24 V-3 P.no 26 I no4.14-B(ii)-b - 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 fil 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)"Complete with all lead and lifts, loading and unloading charges as per the direction of Engineer in charge.