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| 1 | Excavation in all kinds of Soil & Soft 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 as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with leads as below and all lifts as directed. |
| 2 | Excavation in all kinds of Soil & Soft 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 as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with leads as below and all lifts as directed.(IMPONDING) |
| 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 lead up to 15 m and all lifts as directed. |
| 4 | 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 including cost of all materials, machinery, labour, dressing bed & sides to required level and profile etc. complete with leads as below and all lifts as directed. |
| 5 | Excavation in Hard Rock of all toughness including boulders above 0.6 m dia.(0.113Cum) for canals cut-off trench of embankment filter/catch water drains and other appurtenant structures by control blasting methods including control of vibrations by use of delay detonators and control of fly rocks by muffling arrangements and adopting only jack hammers for drilling holes and minimizing damage to side slopes of canal in water prism area by adopting any one or combination of line drilling /pre- splitting /smooth blasting techniques including cost of all materials, machinery, labour, placing excavated rock neatly approved dump area as directed etc. complete with leads as below and all lifts as directed. |
| 6 | Providing and laying in situ cement concrete of grade M-15(40MSA) of trap / granite / gneiss / quartzite / graded metal for SUB & SUPER STRUCTURE 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 with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed. |
| 7 | Providing and laying in situ cement concrete of grade M-20 (20MSA) of trap / granite / gneiss / quartzite / graded metal for SUB & SUPER STRUCTURE 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 with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed. |
| 8 | Providing and fixing in position TMT - FE - 500 bar Reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. Including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed. ( |
| 9 | Providing rubble soling below foundation in layers including fillings with rubble chips, murum etc completewith hard stone such as trap, granite, quartzite, or gneiss, hand-packed tightly, including filling of voids with sand or gravel, watering, ramming, and leveling, complete as directed. |
| 10 | Providing and fixing vertical MS channel 150x75x5mm fabricated from 8 mm plate including fabrication with 12mm dia hooks of 50 cm in length and one coat of anti corrossive paint with two coats of oil paints with all lead and lift etc. complete wt=14.40kg per running meter. |
| 11 | Providing and fixing Sill Beam MS channel 150x75x5mm fabricated from 8 mm plate including fabrication with 12mm dia hooks of 50 cm in length and one coat of anti corrossive paint with two coats of oil paints with all lead and lift etc. complete wt=14.40kg per running meter. |
| 12 | Straight Needle K.T. Weir Gate-Manufacturing- 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. |
| 13 | Back filling up to ground level behind the canal structures etc. complete with suitable material of approved quality in layers not exceeding 20 cm without disturbing the structure etc. complete as directed. |
| 14 | Royalty Not included in Rate |
| 15 | GST 18% |
| 16 | GIS 1% Please Enable Macros to View BoQ information |
