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| 1 | Excavation in soft strata including boulders upto 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 and sides to required level and profile etc. complete with lead upto 1 km and all lifts as directed. |
| 2 | Excavation in hard rock of all toughness by ordinary blasting methods including boulders above 0.6 m dia.(0.113Cum) minimising 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,levelling bed etc., complete with lead upto 1 km and all lifts as directed. |
| 3 | Providing casing embankment using selected pervious material from approved borrow areas (Government acquired land) 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 % of Proctor density using vibratory compactor including cost of water etc., complete with lead upto1 km and all lifts as directed. |
| 4 | Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for foundation and bedding by Batching Plant & Transit Mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. |
| 5 | Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCC works of abutment, wing walls, returns, transition walls, piers, columns, beams and slabs, diaphragm walls, road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc. . with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. |
| 6 | 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. |
| 7 | 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. |
| 8 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. |
| 9 | Manufacturing with QAP & fabrication of Sliding Type 0.3 X 0.3 Mtr Gate with hoisting arrangement including Manufacturing with QAP, fabrication, erection, commissioning & testing as per standard drawing / approved drawings & Specifications with relevent IS codes mentioned in drawing. All materials used shall conformed to related IS Codes. It includes all materials, Labour charges, machining and machinery charges, with leads & lifts at site etc complete as per drawings and instructions of Engineer-in-Charge |
| 10 | Providing and laying in situ M-15 (20 MSA)(28 days cube compressive strength not less than 15N/sqmm) grade cement concrete with clean, hard, graded aggregates for canal lining for side and bed including cost of all materials, machinery, labour, cleaning with batching plant and transit mixer placing in position, finishing with all slope of canal including centering, scaffolding, formwork, compaction, curing, by cutting grooves, filling with sealing compound and providing porous plugs preparation of sub grade etc. complete with all lifts etc. complete as directed. |
| 11 | For Canal Bed |
| 12 | For Canal Side |
| 13 | Dismantling R.C.C. works and removing the stuff to a distance of 15 m and all lifts including stacking etc. complete as directed. As directed. |
| 14 | Providing and laying Murum bedding using material from borrow area (Private land/ Contractors own material) in trenches with murum of approved quality in layers not exceeding 150 mm to 200 mm, each layer shall be Compacted by watering and ramming etc complete with lead upto 1 km and all lifts as directed. |
| 15 | Providing and laying rubble soling below foundation in layers including filling with rubble chips, murum etc.complete as directed. Please Enable Macros to View BoQ information |
