Minor Irrigation Department Tender

It No 3.7 Pg 139 Vol 4 Part 2 - 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 & all necessary works as directed and complete as per specification with all lead and lifts including loading and unloading as per the directions of the Engineer-incharge of the work

It No 3.2 Pg No 139 Vol 4 Part 2 - Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick 40 mm down aggregate backing and resetting the same using the available stones and fresh aggregate from quarry including handpacking, wedging, finishing & all necessary works as directed and complete as per specification with all lead and lifts including loading and unloading as per the directions of the Engineer-incharge of the work

It No 3.41.1 Pg 54 Vol 4 Part 2 - Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved sourceincluding cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete 250mm thick with all lead and lifts including loading and unloading as per the directions of the Engineer-incharge of the work

It No. 2.3 Pg 133 Vol 4 Part 2 - Fabrication, supply, erection, testing and commissioning of plug and rod type hoist assembly consisting of truncated upright cone type cast iron plug fixed to alloy steel screw hoist with supporting structure for operating circular sluice openings including cost of all materials, labour, machinery, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc chromate red oxide primer and three coats anticorrosive bitumineous black paint & all necessary works as directed and complete as per specification with all lead and lifts including loading and unloading as per the directions of the Engineer-incharge of the work

It No 8.54 Pg 78 Vol 3 - Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including TwoM.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m longpainted with alternate black and white bands of 25cm widthincluding all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 with all lead and lifts including loading and unloading as per the directions of the Engineer-incharge of the work

It No 3.13 Pg 140 Vol 4 Part 2 - De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and completeas per specification with all lead and lifts including loading and unloading as per the directions of the Engineer-incharge of the work

It No 2.1.4 Pg 15 Vol 1 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarseaggregates 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 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading as per the directions of the Engineer-incharge of the work