tender for 3. repairs to p.t at dalimb vitthalban tal daund dist pune - cleaning cutting thorny,shrubs,bushes,grass with 15 m lead & all lifts etc. complete. 2 removing the existing pitching including stacking depositing as directed includingift etc. completed. 3 excavation in all kinds of soils & soft murum including boulders up to 0.6 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 / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lift as directed . 4 excavation in hard murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lift as directed . 5 excavation in soft rock without blasting including boulders up to 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 as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lift as directed . 6 excavation in hard rock of all toughness by breaker including boulders above 0.6 m dia. (0.113cum) minimizing damage to side slopes of excavation and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc., complete with lead up to 15 m and all lift as directed . 7 providing and laying plastic film 500 micron hdpe geomembrane film confirming to is 15351-2015 type ii as per specification including laying etc complete 90.00 x 15.00= 1350.00sq.m 8 providing cut of trench filling using with seleted impervious soil from approved barrow area including cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed.a) borrow 9 construction of embankment forhearting zone with selected material directly from borrow area including cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed. b) borrow 10 construction of embankment forcasing zone with selected material directly directly available from excavation materialsncluding cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed. a) available 11 construction of embankment forcasing zone with selected material directly from borrow area including cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed. 12 providing and construction 230 mmthick dry stone pitching with pin headers at 2 per sq.m using stones pitching with pin header at 2 per sq.m using stone & stone chips from approved source including cost of all material,machiner,labour,hand packingetc.completed withlead of 50m.and lift etc. complete. a) available 13 providing and construction 230 mmthick dry stone pitching with pin headers at 2 per sq.m using stones pitching with pin header at 2 per sq.m using stone & stone chips from approved source including cost of all material,machiner,labour,hand packingetc.completed withlead of 50m.and lift etc. complete. b) borrow 14 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 concrete mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 1.0 km. and all lift as directed (a) m-15 (20 msa) (cement 5.64 bags/cum) 15 providing and fixing in position tmt - fe - 500 bar reinforcement of various diameters for r.c.c. pile caps, footings, undations, 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 wires or tack welding and supporting as required complete as directed. 37.50 x 8.00 kg /cum = 1.116 16 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 cm as directed by engineer-in-charge. 17 cement 18 steel 19 coase aggregate 20 fine aggregate 21 concrete cube 22 soil 23 murum 24 rubble