|
| 1 | Item No :- 1 Cleaning cutting thorny shrubs bushes, grass as directed with 50m lead and lift as directed. |
| 2 | Item No 2:-Excavation in all kinds of soil 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. ( lead 16 m to 250 m) |
| 3 | Item No-3Excavation 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. ( lead 16 m to 250 m) |
| 4 | Item No 4:- Providing and constructing longitudinal and cross graded filter drains using sand and 20 mmdown approved clean, hard, graded aggregates satisfying specified filter criteria in layers ofspecifiedthickness including cost of all materials, machinery, labour, laying to required slopes,compaction etc., complete as per specifications and approved drawings with lead up to 1 km and all lifts as directed. ( lead 16 m to 250 m) |
| 5 | Item No 5:- Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with lead up to 1 km and all lifts as directed. ( lead 16 m to 250 m) |
| 6 | Item No 6:- Providing hearting embankment using selected impervious soil from approved borrow areas (Private land- contractor's own material) 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. |
| 7 | Item No 7:- 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, 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. i) From Available Material(Free Lead) |
| 8 | Form Barrow |
| 9 | Item No 8:-Providing and constructing 230 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc complete with lead up to 50 m and all lifts as directed. 1)Pitching From Borrow (230MM) |
| 10 | Item No 9 :- (Disilting Of Toe drain) Excavation in soil,silt,shadu,soft murum, Lime including dressing the sides stacking and disposing the mterial as and where directed with all leads and lift etc complete |
| 11 | Item No 10 :-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. Please Enable Macros to View BoQ information |
