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| 1 | Cleaning of grass and removal of rubbish up to a distance of 50 m outside the periphery of the area as directed |
| 2 | 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 leads as below and all lifts as directed. |
| 3 | 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 leads as below 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 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. |
| 5 | Excavation in Hard Rock of all toughness by 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 driling/ prespliting/ smooth blasting technique and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc., complete with leads as below and all lifts as directed. |
| 6 | Drilling 32 mm diameter grout holes in concrete / rock by percussion drilling using jack hammer as directed to specified depth for consolidation/contact grouting including cost of all materials, machinery, labour, cleaning holes, ventilation, lightening, drainage and all other ancillary operations etc complete Consider 100 m drilling for analysis |
| 7 | Providing and laying in situ cement concrete of grade M-15 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 with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 1 km. & 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 hearting embankment using selected impervious soil from directly available from excavation 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 vibratory compactor including cost of water etc., complete with lead up to1 km and all lifts as directed. |
| 10 | Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from approved source from borrow area including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lift. |
| 11 | Providing and fixing ISMC 100*130*6 mm. As per design and drawing with fixing necessary holdfast cutting, bending ,welding complete with all leads and lifts.(This type of channel is not available in market, hence M.S angle 100*65*6 mm.) |
| 12 | Straight needle K.T weir Gate-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 | Fixing of M.S. Needles in weir openings after offset of the mansoon for storage of Water from post mansoon river flow and making it water tight by using wooden pegs, Dungry cloth & empty cement bags etc. with all leads & lifts and including all material and labour etc. complete as directed. |
| 14 | 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. |
| 15 | 1) Charges for Laboratory Test required during work - Fine Aggregate Finess Modulus , Silt & Clay Content |
| 16 | 2) Charges for Laboratory Test required during work - Coarse Aggregate Sieve Analysis,Water Absorption & Specific Gravity , Flankness Index and Crushing Value |
| 17 | 3) Charges for Laboratory Test required during work - Cement Stanadard Consistency ,Setting Time ,Specific Gravity &Compressive Strength |
| 18 | 4) Charges for Laboratory Test required during work - Steel Bar Testing ( Tensile strength, % , Elongation, Yield Stress, Weight- Per Meter,Bend/ Rebend Test, Proof Stress.) |
| 19 | 5) Charges for Laboratory Test required during work - Concrete Cube Compressive/Split tensile strength ( 7 days 3 Cubes and 28 days 3 Cubes) Please Enable Macros to View BoQ information |
