REPAIRS TO K T WEIR AT WANJULSHET - 1 TAL- AKOLE DIST-AHILYANAGAR

Item No. 1 :-Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift.

Item No. 2 :-Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift.

Item No. 3 :-Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift.

Item No. 4 :-Excavation in Hard Rock of all toughness by breaker including boulders above 0.6 m dia. (0.113Cum) minimizing damage to side slopes of excavation in water prism area by adopting any one oe combination of line drilling / pre-spilting/ smooth blasting techniques and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc., complete with lead up to 15 m and lift up to 6 m.

Item No. 5 :-Providing and laying in situ cementconcrete of grade M-15 of trap / granite / gneiss /quartzite / graded metal for PCC with or withoutsurface reinforcement/ RCC concreting requiringheavy or special type of shuttering for works ofgallery, sluice, spillway crest, spillway downstreamface, energy dissipating structures, intakestructures, training walls, piers, abutments etc. withConcrete Mixer with shuttering and scaffolding,placing, compacting, curing with an initial lead of 1km and all lifts etc. complete as directed. M15 (MSA 20)

Item No. 6 :-Providing and fixing for steel reinforcement for R.C.C. work including cutting bending hooking, placing at proper places as per detailed design and drawing etc. with all lead and lifts etc. complete.

Item No. 7 :-Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 X 35 X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50X50X5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 X 60 X 75 cm as directed by engineer-in-charge.

Item No. 8 :-Manufacturing with QAP & fabrication of KT weir needle gates - straight type size 2.15 x 0.5M- 94 Kg. weight as per relevant Indian Standards with all material, Mild steel confirming to IS 2062, Rubber seal confirming to IS 4623 & Welding electrodes AWS E6013 for general weld joints. It includes all materials, Labour charges, machinery charges, 1km lead charges of transportation, loading and unloading charges of Gate parts at Site, Inspection & Quality control charges, Sand blasting, Painting with one coat of Zinc rich primer on dry film to give total dry film thickness 70 +/- 5 microns and 2 coats of sloventless coal tar epoxy paint applied to give minimum dry film thickness of 150+/- 5 micron per coat as per IS 14177.

Item No. 9 :-Providing Structural Steel work in rolled sections as per detailed design and drawing, including fixing in position with all connecting plates, braces, etc. CHANNELS 150X75 MM

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