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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, labor, 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 appurtenant 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 minimizing 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 | Item No.6: 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 |
| 7 | i)For Abutment,wing walls,returns |
| 8 | ii)Road Slab,kerb,super passag/slab culvert etc. |
| 9 | Item No.7: Providing and fixing in position TMT-FE-500 bar reinforcement of various diameters for R.C.C.pilecaps,footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintelspardis, 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. |
| 10 | Item no.8: 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). |
| 11 | Item No.9: 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 directe |
| 12 | Item No.10:Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 13 | Item No.11: Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material |
| 14 | Item No.12: 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. |
| 15 | For Bed |
| 16 | For Slab |
| 17 | Item no.13: Providing R.C.C .pipe of NP2 class conforming to IS458 2003 of following diameter including cost of all material and labour required, inspection charges, transportation to stores, transit insurance, loading, unloading and stacking excluding GST levied by GOI and GOM in all respect etc. complete as directed. |
| 18 | Add Insurance 1 % |
| 19 | Add Royalty |
