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| 1 | Item No.1. Excavation in all kinds of Soils including boulders upto 0.60 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 / embankmentincluding cost of all materials / machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 15 m and lift.as directed . |
| 2 | Item No 2 .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 excavated materialneatly in dump area or for formation of service road embankment includingcost of all materials /machinery, labour , dressing bed and sides to required level and profile etc. complete with Lead up to 15 m and all lits as directed. |
| 3 | Item No.3 :- Excavation in soft rock without blasting 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 soft rockneatly 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 leadup to 15 m and all lifts as directed. |
| 4 | Item No.4 :- Providing& Fixing in position TMT - FE 500 bar reinforcement of Various diameters for pile caps,footing,foundations, slabs, beam, coloumns, canopies, staircase, newels, chajjas, lintels,, pardis, copings, fins, arches, etc. as per detailed designs, drawings and shedules,including cutting,bending, hooking the bars, binding with wires of tack welding and supporting as required completeas directed.. |
| 5 | ItemNo.5 :- Providing & laying in situ Cement concrete of grade M-15 ( 40 MSA )of trap / granite / quartzite/ gradedmetal for PCC with or without surface reinforcemnet / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice spilway crest, spilway downstream face, energy dissipating ,structures, intake structures, training walls, picers, abutments etc. with concrete mixer with shuttering and scaffolding, placing compacting, curingwith an initial lead of 1 km & all lift etc Complete as directed.. |
| 6 | Item No.6 . Back filling upto ground level behind the canal structure etc complete with suitable material of approved quality in layers not exceeding 20 cm without disturbing the structure etc. complete as directed. |
| 7 | Item No.7. Excavation ofNala Regradation and deepening in alltypes of strata etc. |
| 8 | Item No. 8 :- Providing & Fixing Information Board of 1.2 x 0.75 m prepared on 16 guage 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 background 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 60 x 60 x 75 cm as directed by Engineer - in - charge. |
