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| 1 | Item No :-1 Site Clearence including cutting of grass, small trees, including depositing the material as and where directed with all lead and lift etc complete as per specification and as directed by the Engineer in Charge |
| 2 | Item No 2:-Excavation in all kind of soil and Soft Murum including boulders upto 0.6 m diameter for canel, seating of embakment, filter belt, catch water drains etc and placing the excavated stuff neatly in dump area etc complete as per specification and as directed by the Engineer in ChargeLead Upto 15.00 m and all lifts |
| 3 | Item No 3:- Excavation in HardMurumincluding boulders above 0.6 m dia.(0.113Cum) minimising 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 as directed including cost of all materials, machinery, labour, leveling bed etc complete as per specification and as directed by the Engineer in Charge. with lead up to 15 m and lift up to 6 m and all lift |
| 4 | Item No.4 :- Providing and fixing anchor bar 25mm dia.3.37 m length holes anchoring in rock as directed and fixing 25mm dia in anchor including drilling holes, cleaning holes, fixing arrangment etc complete as per specification and as directed by the Engineer in Charge |
| 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 with Concrete Mixer including placing, compacting, curing etc. complete with an initial lead of 50 m & lift of 1.5 m.A) C. C. 1:2:4 M 15 (40 MSA) For body weirProviding and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc complete as per specification and as directed by the Engineer in Charge with an initial lead of 1.0 km . & All liftA)C. C. 1:2:4 M 15 (40 MSA) |
| 6 | Item No 6:- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite /graded metal for foundation and bedding with Concrete Mixer including placing, compacting, curing etc. complete with an initial lead of 50 m & lift of 1.5 m.A) C. C. 1:2:4 M 15 (20 MSA) For body weirProviding and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc complete as per specification and as directed by the Engineer in Charge with an initial lead of 1.0km . & All liftB)C. C. 1:2:4 M 15 (20 MSA) |
| 7 | Item No 7:- Providing and Fixingin position Mild Steel/HYSD bar Reinforcement of various diameter for RCC Work, pipe, caps, footing, foundation, slab beam, column, canopies, chhaja, lintels, copings, as per detail drawing and schedule, including cutting, bending, hooking, binding with wire, tack welding and supporting as required asper standard specification with all leads & liftsetc complete as directed by the Engineer-In Charge For Raft & Temp. steel@ 5 Kg. / Sqm |
| 8 | Item No 8:- Providing and Fixing ISLC of 150x75 mm grooved channel for lowaring steel needles with 20 mm dia steel holdfasts in line and level with all required tack welding and supporting including one coat of ---- etc complete as directed by the Engineer-In Charge |
| 9 | Item No 9 :Manufacturing with QAP & fabrication of KT weir needle gates - straight type size 2.15 x 0.5M- 94 Kg. weight as per relevant Indian Standards with all material, Mild steel confirming to IS 2062, Rubber seal confirming to IS 4623 & Welding electrodes AWS E6013 for general weld joints. It includes all materials, Labour charges, machinery charges, 1km lead charges of transportation, loading and unloading charges of Gate parts at Site, Inspection & Quality control charges, Sand blasting, Painting with one coat of Zinc rich primer on dry film to give total dry film thickness 70 +/- 5 microns and 2 coats of sloventless coal tar epoxy paint applied to give minimum dry film thickness of 150+/- 5 micron per coat as per IS 14177.etc complete as directed by the Engineer-In Charge |
| 10 | Item No 10:- Backfillinguptogroundlevelbehindthe canalstructuresetc.completewithsuitablematerialof approvedqualityinlayersnotexceeding20cmwithout disturbing the structure etc complete as directed by the Engineer-In Charge |
| 11 | tem No 11:-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 cmetc complete as directed by the Engineer-In Charge |
| 12 | Item No 12:- Providing and Constructing 230 mm thick dry rubble stone pitching using stone and stone chips fromlocally Available etc complete as directed by the Engineer-In Charge with liead upto 15.0 mm and all lifts excluding Royalty of material |
