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| 1 | Item No.1:- Cleaning grass and removal of rubbish upto distance with all leads of 50 metersoutiside the periphery of the area as directedincludingall leadsand liftsetc.complete . |
| 2 | Item No. 2:- Dismantling dry rubble stone pitching including stacking all materials with all leads and lifts etc complete as directed. |
| 3 | Item No.3:- 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 cxcavated 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 leads & lifts as directed. |
| 4 | Item No.4:- 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 cxcavated 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 leads & lifts as directed. |
| 5 | Item No.5:- 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 all leads & lifts as directed. |
| 6 | Item No.6:- 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 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 leads and lifts as directed. |
| 7 | Item No.7:- Providing and laying polythene film of 031 properly manufactured from 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5 m. package in rolls etc. complete as directed with all leads and lifts c) 600 microns |
| 8 | Item No.8:- Providing cut off trench filling using selected impervious soil directly available from material of excavation including cost of all materials, machinery, labour, all other operations such as collection of soil, sperading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges/sides, watering, compacting each layer to density control of not less than 95 persent or as stipulated using vibratory compactor including cost of water etc. complete with all leads & lifts as directed. |
| 9 | Item No.9:- Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, including cost of water etc. complete with all leads & lifts s directed. A) Available Material |
| 10 | Item No.10:- Providing casing embankment using selected pervious material from approved borrow areas (Government acquired land) in layers of 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, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percentincluding cost of water or as stipulated using vibretory compactor etc.,excluding deduct compacting etc. complete with allleads & lifts as directed. B) Borrow Material |
| 11 | Item No.11:- Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from locally available,excavated materials including labour, hand packing / wedging stone chips, finishing etc. ,complete with all leads and lifts. a)With Available Material |
| 12 | Item No.12:- Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from approved sourcefrom borrow areaincluding cost ofall materials , labour, hand packing / wedging stone chips, finishing etc. ,complete with all leads and lifts.B) WithBorrow Material |
| 13 | Item No.13-:Providing and fixing in position TMT-FE-500 bar reinforcement of various dia. For R.C.C pile caps,footings,foundations,slabs,beams columns,canapies,fins,archesetc. As per detailed designs, drawings and shedules. Including cutting,bending,hookingthe bars,binding with wires or tack welding and supporting as requiredetc complete as directed with all leads and lifts. |
| 14 | Item No. 14:- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or withoutsurface reinforcement/ RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstreamface, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer with shuttering and scaffolding, placing, compacting, curing with allleadsand all lifts etc. complete as directed |
| 15 | Item No.15:- Providing and fixing canal information board of 1.2x0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x3 mm with cross bracing of size 25x25x3 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 enameled bonded with red retro reflective sheet Engineering grade, border/letters/numeral / arrows coated with non-peal able 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 60x60x75 cm as directed. |
| 16 | Testing Charge-:a) Murum-1) Compaction Test |
| 17 | 2) Sieve Analysis/Optimum Moisture content |
| 18 | b) Stone/Rubble-Crushing Value/Compressive Strength, Water Absorption& Specific Gravity. |
| 19 | d) concrete cube test for sets |
