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| 1 | Item No :- 1 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 1 km and all lifts as directed. |
| 2 | Item No :- 2 Excavation in hard murum including boulders upto 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 upto 1 km and all lifts as directed. |
| 3 | Item No :- 3 Excavation in soft rock 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. |
| 4 | Item No :- 4 Excavation in hard rock of all toughness by control blasting methods including boulders above 0.6 m dia.(0.113Cum)for canals cut-off trench of embankment filter/catch water drains and other appurtenent structures 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 minimising 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 lead upto 1 km and all lifts as directed. |
| 5 | Item No :- 5 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. |
| 6 | A) For Abutment Bed Concrete (20 MSA) |
| 7 | Item No :- 6 Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for RCC works of retaining walls, piers, abutments, etc. with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. |
| 8 | For Abutment Wing Wall |
| 9 | Item No :- 7 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. |
| 10 | A) for Caps & Kerb etc. |
| 11 | B) Wearing Coat |
| 12 | Item No :-8 Providing and laying in situ cement concrete of grade M-25 of trap / granite / gneiss / quartzite / graded metal for RCC works of 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 |
| 13 | Road Slab |
| 14 | Item No :- 9 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. |
| 15 | Item No :- 10 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, 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 for water and all lifts as directed. |
| 16 | Item No :- 11 Providing and laying expansion / construction joint with Shalitex super expansion pad (jute fiber) 12 mm thick including sealing the joint with Shalitex sealing compound etc.complete as directed. (For all slab thickness) |
| 17 | Item No :- 12 Providing tar paper bearing including laying in proper position etc. complete. |
| 18 | Item No :- 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. ( Specification section 11.3) |
| 19 | Royalty Charges as per Statement |
| 20 | Murum |
| 21 | Aggregate |
| 22 | Add 1% Insurance Please Enable Macros to View BoQ information |
