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| 1 | Item No.1 : Cleaning grass and removal of rubbish upto a distance of 50 meters out side the periphery of the area as directed. |
| 2 | Item No.2 : Dismantling the old lime concrete or cement concrete including stacking the material with all llifts etc.complete as directed. |
| 3 | Item No.3 : Removing dry silt from the canal bed and stacking as directed with 15 mtr. Lead and all lift etc. Complete as directed. |
| 4 | Item No. 4 :- Excavation in all kinds of soil 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 up to 1 km and all lifts as directed. |
| 5 | Item No. 5 : Providing and laying rubble soling below foundation in layers including filling with rubble chips, murum etc. complete as directed. |
| 6 | Item No 6 : Providing and laying in situ cement concrete of grade M-10 of trap / granite / quartzite / graded metal for foundation and bedding with Batching Plant and Transit Mixer including placing, compacting, curing etc. complete with all lifts as directed. |
| 7 | Item No. 7 :-Providing 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 Batching Plant and Transit mixer with centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts etc. complete as directed. |
| 8 | Item No. 8 :- Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCC works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments, slab etc. with Batching Plant and Transit mixer including centering, shuttering, scaffolding, compacting, curingetc. complete with all lifts etc. complete as directed. |
| 9 | 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 wire sortack welding and supporting as required complete as directed. |
| 10 | Item No. 10 (A) :- 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. |
| 11 | Item No. 10 (B) :- Laying and jointing R.C.C. pipe of NP2 class or IRC standard in C.M. 1:2, proportion by volume including cost of all materials (excluding pipes and collars), labour, aligning pipes, batching and mixing mortar, packing joint swith hemp and mortar, finishing, curing etc. complete with all lifts as directed. |
| 12 | Item No. 11 :- Providing and laying concrete pipes of I.S.NP.class of 225 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. |
| 13 | Item No. 12 :- Manufacturing with QAP, fabrication, erection, commissioning & testing of Gate leaf of Sliding type gate Consisting of following parts. Skin plate skeleton, End Verticals, Guide Brackets, vertical and horizontal stiffeners etc. (As per Drg.) All material used shall conformed to related IS Codes specified in IS 9349. Mild steel confirming to IS 2062.The tolerances for embeded parts and in (Item contd. on next pagecomponents of gate are as per IS 9349. The tolerances between Bushing/Bearing /Pin Should confirm to IS 919 (Part I & II). Other Material includes C.S. (IS1030), Brass (IS 28), P. Bronze (IS 305), Al. Bronze (IS 318), S.S. (IS 6911), Rubber seal (IS 11855), Welding electrodes (AWS E6013 for general weld joints & E7018 for X ray quality weld joints). It includes all materials, Labour charges, machining and 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 .The embedment & gate assembly shall be reasonably water tight, the maximum permissible leakage being not more than 5 liters/min/m wetted length of seal. The surface finish of seal plates should be within the range of 1.6 to 6.3 μm (IS 9349). i.e.Providing & fixing M.S.Gates of screw type of size 0.45 x 0.45m, in line, level & slope including hoisting arrangement as per approved design including transportation etc.complete. A) M.S.Gates of screw type of size 0.60 x 0.60 m |
| 14 | B) M.S.Gates of screw type of size 0.30 x 0.30m |
| 15 | Item No. 13 :-Backfilling upto 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 directed. |
| 16 | Item No. 14 :-Providing Hearting embankment using selected impervious material 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 inlayer 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 upto 1 km for water and all lifts as directed. |
| 17 | Item No. 15 :-Providing casing embankment using selected pervious material 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% of Proctor density using vibratory compactor including cost of water etc., complete with lead upto 1 km for water and all lifts as directed. |
| 18 | Item No. 16 : 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. |
| 19 | Item No 17 : Providing casing embankment using selected pervious material from approved borrow areas (Government acquired land) 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% of Proctor density using vibratory compactor including cost of water etc., complete with lead upto 1 km and all lifts as directed. |
| 20 | Item No 18 : Providing cohesive non-swelling (CNS) material lining to canals using selected material from approved borrow area\"s (Private land - contractor\"s own material) including cost of all materials, machinery, labour, spreading soil in layers of thickness not more than 150 mm including providing 20 cm or so (perpendicular to side slope) of extra pride, removing pride just prior to the placement of lining, breaking clods, watering, compacting to density control of not less than 95% of Proctor density, dressing to required profile including cost of water etc. complete with lead upto 1 km for water and all lifts as directed. |
| 21 | Item No 19 : Providing and laying in situ M-15 (20 MSA)(28 days cube compressive strength not less than 15 N/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. a) For Bed Lining |
| 22 | b) i) For Side lining with Curing Compound |
| 23 | Item No. 20:- Providing and constructing 300 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, machinary, hand packing / wedging stone chips, finishing etc.complete with lead upto 1 km and all lifts as directed. |
| 24 | Item No. 21-: Dewatering by pumping out water collected with Diesel or Electrical pumps including cost of all materials, machinery, labour, providing sump and all other ancillary operations whenever necessary etc. complete under specific and indispensable circumstances with prior approval from competent authority with authentic evidence of records justifying dewatering etc. complete as directed . |
