tender for 1) prasiding distribution system at merkanali (waghmmis wasil), tal, malshiras,2) prosiding distribution systrom at markadwadi (gerthan anirati. tal malshiras 3) providin muribution system at markaitomi (narale wasti ) , tal mashiras - providing and supplying in standard lrogth of isi mark right unplastical pvc pipes for p water with solvent cemet joints inchading cont of couplers as per 15 specificaties n/1988 all local and central taxes, transportation foreign charpes inspection loading, moling, comence to the departmental store/site and stacking the same enclosed shed duly protected inwn to frys and rains melading cost of jointing material te solvent commem, re.complete (jp. 1998 2011-11 page ng item no. 1 a thin 2 providing and supplying isi mk ct dy stance valve with jointing to pipe work unchading all hanfware and packing ), water quality having now-riting spandle with hand wheel and wrowne bypass arrangement spindle of stainless steel as per requirement evchuling cc foundations sopport (1) up to 300 mm dia conforming to 15. 780421 above 300 min dia confirining to 15 2906 a-stuce valve with p 1/butterfly valve without bypass 3 excavation for foundation/pipe trenches is carth, sois, of all types sand, gravel, and soft murum inchuading removing the excavated material up to a distance of 50 m and lin as hele stacking and spreading as directed normal dewatering, preparing the bed for foundation and excluding back filfing etc.complete (m.j.p. dsr 16-17 pg. no. 45 item no. 11 4 excavation for foundation/pipe trenches in llard murum including removing the excavated material up to a distance of 50 m and lifts as below stacking and spreading as directed by engineer-in-charge, normal dewatering preparing the bed for foundation and excluding back filling, etc. complete (mlp, dsh 21-22 pr. no. 45item no.21 5 excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 m beyond the area and lifts as below. stacking as directed by engineer-incharge, normal dewatering, preparing the bed or foundation and excluding backfilling, etc. complete (mj.p. dsr 21-22 pg. no. 45 item no.21 6 lowering, laying and jointing pvc pipes and special of following class and diameter including cost of conveyance from stores to site of work including cost of all labour material, except cement solvent rubber ring, giving satisfactory hydraulics testing as per is code etc complete (with cement solvent joint/ring fit joint) (m.j.p. dsr 20 21-22 page no.49 item no. 3. a (iii) | 7 laying and jointing in position following ci d/f sluice valve, butterfly valves and reflux valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testingetc.complete 8 refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads and lift including consolidation surcharging,etc.complete (m.j.p. dsr 21-22 pg. no. 47 item no. 151fulaj thur enginter aral water supply ab division malshiras 9 gst18% 10 2) prosiding distribution systrom at markadwadi (gerthan anirati. tal malshiras 11 proskling and supply ing in standard length of ist mark rigid plasticsed pvc pipes for potable water with solvost criment joiets inchading cost of couplers as per 15 spesificatkin no.4985/1988 including alt local and central tases, travetation kereign charges inpection bonding, unkomling, comecyance to the departmental verusine and stacking the sanse enclosed shed duly protected finen son rays and rains enchahing cost of joosting material, le solvent semeni, are complete (mlp, dsh 2021-22 page no. 48 hem no. la 12 excavation for foundation/pipe trenches in earth, soils, of all types aand, unchading removing the evevatel material up to a distance of 50 m and lift at below stacking and types aand, gravel, and soll murum spreading as directed normal dewatering, preparing the bed for foundation and exchaling back filling etc complete (lp, dsr 16-17 pg. no. 45 item no. 11 13 excavation for foundation/pipe trenches in hard murum including removing the excavated material up to a distance of 50 m and lifts as below stacking and spreading as directed by engineer-in-charge, sormal dewatering preparing the bed for foundation and excluding back filling, etc.complete. (m.jp. dsr 21-22 p. no. 45item no.21 14 excavation for foundation/pipe trenches in soft rock, and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 m beyond the arca and lifts as below, stacking as directed by engineer-incharge, normal dewatering, preparing the bed or foundation and excluding backfilling, etc. complete (mllp. dsr 21-22 ig. no. 45 item no.21 15 lowering, laying and jointing pvc pipes and special of following class and diameter including cost of conveyance from stores to site of work including cost of all labour material, except cement solvent rubber ring, giving satisfactory hydraulics testing as per is code etc complete (with cement solvent jaint/ring fit illp. dsr 20 21-22 page no.49 item no. 3. a (i 16 refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads and lift including consolidation surcharging etc complete mj.p. dsr 21-22 le. no. 47 item no. 151 17 gst18% 18 3) providin muribution system at markaitomi (narale wasti ) 19 providing and supplying in standard length of st mark rigid dpv watct with solvent comand pen including ron of all local and cemeral , потропиков deviga chong ng departmental steeerste and making the son codond thenly pro re including cout of joining mat mp 3021-22 гаде 48 20 providing and supplying pc dit bhoce vale with tong und packing 1 water quality asing ring spindle with hand what and wet bargem spindle of mainless sted as per requencing cc foundation structure dep (1) 200 2906 a-star valve with www dia conforming to 15 780121 above 300 mm dia confirming to 15 2906 1/butterfly valve wahest poss 21 excavation for foundation/pipe trenches in earth, soils, of all types tand, gravel and som inchading tooving the cucarmed wet up in a distance of 50 m and tiff as beline stacking and spreading is directed normal dewatering, preparing the bed for fondinion and excluding backing etc consolete (m.l.p. dsr 16-17 pg. no. 45 birm no. 11 22 excavation for foundation/pipe trenches in hart marum inchading removing the excavated material op so a distance of 50 to and fins as below stacking and spreading at daected by engineer-in-charge, normal dewatering preparing the bed for foundation and excluding back filling, etc compleic (m.jp. dsr 21-22 pr. no. 451tem no.21 23 excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 m heyond the arsa and lifts as below, stacking as directed by engineer-incharge, normal dewatering, preparing the hed or foundation and excluding backfilling, ele complete (m.j.p. dsr 21-22 pz. no. 45 hem no.21 24 lowering, taying and jointing pvc pipes and special of following class and diameter including cost of conveyance from stores to site of work, including cost of all labour material, except cement solvent, rubber ring, giving satisfactory hydraulics testing as per is onde ete complete (with cement solvent joint/ring fit joint) imp. dsr 20 21-22 page no.49 item no. 3. a 25 laying and jointing in position following cid/f sluice valve butterfly valves and reflux valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing ete.complete 26 refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads and lift including consolidation surcharging etc complete (mjlp. dsr 21-22 pg. no. 47 item no. 15 27 gst18%