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| 1 | Item No. 1 : cleaning cutting thorney shrubs, bushes, grass with 15m lead and all lifts etc. complete as directed by Engg.in charge. |
| 2 | Item No.2:- Excavation in all kinds of soil,soft murum,Hard murum and soft rock including boulders up to 0.6 m diameter (0.113 cum) 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 including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with all lead and lifts as directed by Engineering Incharge. |
| 3 | Item No.3:-Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) 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 including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with all lead and lifts as directed by Engineering Incharge. |
| 4 | Item no.4:- Excavation in Soft rock without blasting including boulders above 0.6 m dia.(0.113Cum) minimizing damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling/pre-splitting /smooth blasting techniques and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour, leveling bed etc., complete with all lead and lifts as directed by Engineering Incharge. |
| 5 | Item no.5 :- Excavation in hard rock of all toughness by blasting including boulders above0.6 m dia.(0.113Cum) minimizing damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling/pre-splitting /smooth blasting techniques and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour, leveling bed etc., complete with all lead and lifts as directed by Engineering Incharge. |
| 6 | Item 6: Providing and laying in situ cement concrete of grade M-15 (40MSA) of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50 m.& lift of 1.5 m.(Abutment, Keywall, Weir, Pier,Piercap &slab) etc.complete as directed by Engineer-in-charge. |
| 7 | Item 7: Providing and laying in situ cement concrete of grade M-15 (20MSA) of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50 m. & lift of 1.5 m.(wearing coat) etc.complete as directed by Engineer-in-charge. |
| 8 | Item No.8:- Providing and fixing in position TMT -FE-500 bar reinforcement of various dia. For R.C.C. Pile caps,footing,foundation,slabs,beams,columns,canopis,staircase,newels,chajjs,lintels pardis,coping,fins,arches etc.as per detais designs,drawing & schedules including cutting,bending,hooking the bars binding with wires or tacks welding & supirected.porting as required complete as directed. |
| 9 | Item No.9:-Providing & Fixing in position M.S. Sill beam of I.S. Designed ISWB -150 size {150mm (d) x100 mm (b) } as per design & drowing with all lead and lifts etc complete.as directed by the Engineer-in-charge. |
| 10 | Item 10: Providing & Fixing M.S.Vertical Channel of size 150mmx100mm x 8mm thick, fibricated from 8mm thick M.S.Plate,including ancilliary work, as per detailed design , drowing & Specifications complete as directed.by Engineer-in-charge. |
| 11 | Item 11 : Providing and laying expansion / construction joint with shalitex super expansion pad (jute fiber) 12 mm thick including sealing the joint with shalitex sealing compound etc. complete (For all slab thickness).as directed by the Engineer-in-charge. |
| 12 | Item 12: Manufacturing with QAP & fabrication of KT weir needle gates - straight type size 2.15 x 0.5M- 88 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. as per Speifications, Designs and Drowings and as directed by the Engineer-in-charge. |
| 13 | Item 13: Providing hearting embankment using selected impervious soil for Back filling from approved borrow areas in layers including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller etc., complete with lead up to1 km and 6m lift. as directed by Engineer-in-charge. |
| 14 | Item no. 14 :-Providing and fixing canal informatory sign board 1.20 X 0.75 M prepaning on 16 mm gauge M.S. sheet with angle iron frame etc complete as directed. Please Enable Macros to View BoQ information |
