tender for maintenance and repair to dy no.11,25a,32,39,40 of prbc in j.i.subdiv. no.2, bagpimpalgaon- item no.1:- dismantling the stone masonry in cement mortar including stacking the material with all lifts etc.complete as directed. 3 item no:2-dismantling the old lime concrete or cement concrete including stacking the material with 15 m. lead and all lifts etc.complete as directed 4 item no:3 removing wet silt from the canal bed and stacking with 15 m. lead and all lifts including depositing the excavated stuff etc.complete as directed. 5 item no 4:excavation in all kinds of soils 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 as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 1 km and lift upto 6m. 6 item no 5: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. 7 a) 1200 mm dia np2 8 b) 900 mm dia np2 9 c) 600 mm dia np2 10 item no 6: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 joints with hemp and mortar,finishing,curingetc.complete with all lifts as directed. 11 a) 1200 mm dia np2 12 b) 900 mm dia np2 13 c) 600 mm dia np2 14 item no 7:- providing r.c.c .pipe of np3 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. b) for 1200 mm dia np3 15 item no 8:- laying and jointing r.c.c. pipe of np3 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 joints with hemp and mortar, finishing, curing etc. complete withall lifts as directed. b) for 1200 mm dia np2 16 item no 9:-providing and laying in situ cement concrete of gradem-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. a) m-10 (20 msa) (cement 4.40 bags/cum) 17 item no 10:providing and laying concrete pipes of i.s.np. class of 300mm diameter in proper line,level and slope includingnecessarycollars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.300mm 18 item no. 11 :-providing lift type 0.3 x 0.3 mtrgate including manufacturing ,fabrication, erection, commissioningas per specifications with relevent is codes. all materials used shall conformed to related is codes. it includes all materials, labour charges, machining and machinery charges, with leads & lifts at site etc complete as per drawings and instructions of engineer-in charge. 19 item no. 12 :- providing lift type 0.6 x 0.6 mtrgate including manufacturing ,fabrication, erection, commissioningas per specifications with relevent is codes. all materials used shall conformed to related is codes. it includes all materials, labour charges, machining and machinery charges, with leads & lifts at site etc complete as per drawings and instructions of engineer-in charge. 20 item no 13:providing and laying rubble soling below foundation in layers including filling with rubble chips,murum etc.complete. 21 item no 14:providing and fixing in positiontmt-fe-500bar 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,hookingthebars ,binding with wires or tack welding and supporting as required etc complete as directed. 22 item no 15:-providing,fabricating andfixingin position permanent structural steel supports through adit/itself as per details including cost of all materials,machinery,labour,cutting,bending,welding, grinding,lighting,ventilation,drainage and allother ancillary operations etc complete with all lifts. 23 item no 16: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 & transit mixer, including shuttering, scaffolding, placing, compacting, curing etc. complete with an initial lead of 5 km. & lift of 1.5 m. (a) m-15 (20 msa) (cement 5.64 bags/cum)i) for abutment, wing walls, returns, transition 24 item no 17 :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. 25 a) bed linling 26 b) side linling 27 item no 18: providing casing embankment using selected pervious materialfrom approved borrow area ( govt aquired 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 percent or as stipulated using vibratory compactor etc., complete with lead upto1 km and 6m lift. 28 item no 19 :-providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such ascollection 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 upto 1 km for water and all lifts as directed. 29 item no.20:- providing photographs of work at any distance of 4x6 size including 3 copies of each photo etc. complete