Minor Irrigation Department Tender

SS04 - Providing and laying insitu vibrated M-20 (28 days cube compressive strength not less than 20 N sq mm ) grade cement concrete using 20mm 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, confirmingto the requirements of relevantIS 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 detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.

SS05 - 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 complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.

SS06 - Steel Fabrication for sub structure of bridges.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 detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.

SS07 - Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour and all neassary works as directed complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.

SS08 - Providing new embankment to slopes of the existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer manually to meet required density 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 detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.

SS09 - 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 Two M.S.angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 mlong painted with alternate black and white bands of 25 cm width including 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. complete as per detailed specifications with all lead and lifts, loading & unloading charges as directed by engineer in charge.