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Tender For transportation of 20/25 mva, 132/33kv power transformer with oildrums & all accessories including rtcc panel loading from 132 kv gss sumerpur (distt.- pali) to unloading at 132 kv gss anandpur kaloo (distt. beawar) on transformer foundation
Tender For supply, installation and commissioning of twin bin hdpe dustbin at various locations of salem divisi on of southern railway. one unit of dustbin set should contain 2 nos of 80 litre hdpe dustbin with one center pole and two supporting pole on both side with t shape base as shown in picture in mild steel with powder coated. colo ur of bin : green for bio-degradable & blue for non-bio-degradable; usage : railway platform/out-door area; shape: rectangular; each bin/drum capacity : 80 ltr. each dustbin; lid : dome shape; tilting type for easy removal of gar bage with logo of swachh bharat abhiyan with symbol and separate trilingual stickers non bio-degradable and bio degradable. sample requirements : 2 unit of sample to be installed at salem station for approval of consignee befor e effecting full/bulk supply. as per specifications in annexure. [ warranty period: 60 months after the date of deli very ]
Tender For execution of contract for supply works and other works in panagudi section - normal ground- excavation of pole pits (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles, normal ground- erection of 7.32m, 7.5m, 8m, 8.23m poles, rocky ground (medium)- excavation of pole pits (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles, rocky ground- erection of 7.32m, 7.5m, 8m, 8.23m poles, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles, hard rock requiring blasting and chisseling- erection of 7.32m, 7.5m, 8m, 8.23m poles, normal ground- excavation of pole pits (1.25m * 0.6m*1.83m) for 9m & 9.14m poles, normal ground- erection of 9m & 9.14m poles, rocky ground- excavation of pole pits (1.25m * 0.6m*1.83m) for 9m & 9.14m poles, rocky ground- erection of 9m & 9.14m poles, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 9m & 9.14m poles, hard rock requiring blasting and chisseling- erection of 9m & 9.14m poles, normal ground- excavation of pole pits (1.25m * 0.6m*2.19m) for above 9.14m poles & 36 length rs joists, normal ground- erection of above 9.14m poles & 36 length rs joists, rocky ground- excavation of pole pits (1.25m * 0.6m*2.19m) for above 9.14m poles & 36 length rs joists, rocky ground- erection of above 9.14m poles & 36 length rs joists, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for above 9.14m poles & 36 length rs joists, hard rock requiring blasting and chisseling- erection of above 9.14m poles & 36 length rs joists, normal ground- excavation of pole pits (1.25m * 0.6m*2.19m) for 42 length rs joists, normal ground- erection of 42 length rs joists, rocky ground- excavation of pole pits (1.25m * 0.6m*2.19m) for 42 length rs joists, rocky ground- erection of 42 length rs joists, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 42 length rs joists, hard rock requiring blasting and chisseling- erection of 42 length rs joists, transporting of poles from road side to pole pit upto 2km - 7.32m, 7.5m, 8m, 8.23m rcc pole, transporting of poles from road side to pole pit upto 2km- 9m, 9.14m rcc/psc pole, transporting of poles from road side to pole pit upto 2km - rsj 36 pole, transporting of poles from road side to pole pit - rsj 42 and above, loading and unloading of poles - 7.32m, 7.5m, 8m, 8.23m rcc pole, loading and unloading of poles - 9m, 9.14m rcc/psc pole, loading and unloading of poles - rs joists, tubular & rail pole (above 9.14m), concreting of poles as per board standards (2*2*5). the materialsuch as cement, sand, jelly, etc., have to be supplied by the contractor (cement concrete mix 1:4:8 using 40mm hard broken stone including cost of labour charges.for placing transporting of sant,jally,from box and water curing for 14 days etc,.complete), coping of pole (0.6m*0.6m*0.35m), concreting of stay (o.3m * 0.3m * 1.5m) including materials, coil earthing per pole & pole earthing, normal ground- excavation of stay pit (1.00m * 0.5m*1.5m) with transporting of materials to site (for stay set), normal ground- erection of stay set, rocky ground (medium)- excavation of stay pit (1.00m * 0.5m*1.5m) with transporting of materials to site (for stay set), rocky ground- erection of stay set, hard rock requires blasting & chisseling- excavation of stay pit (1.00m * 0.5m*1.5m) with transporting of materials to site (for stay set), hard rock requires blasting & chisseling- erection of stay set, loading and unloading charges of oildrums (with oil), loading and unloading charges of oildrums (without oil), loading and unloading charges of conductor drum, cable drum, loading and unloading charges of line materials, loading and unloading charges of metering set, 11kv lines-(pin point) fixing of v & channel cross arm 5.5 including transporting of materials from road side to site
Tender For execution of contract for supply works and other works in ittamozhy section - normal ground- excavation of pole pits (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles, normal ground- erection of 7.32m, 7.5m, 8m, 8.23m poles, rocky ground (medium)- excavation of pole pits (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles, rocky ground- erection of 7.32m, 7.5m, 8m, 8.23m poles, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles, hard rock requiring blasting and chisseling- erection of 7.32m, 7.5m, 8m, 8.23m poles, normal ground- excavation of pole pits (1.25m * 0.6m*1.83m) for 9m & 9.14m poles, normal ground- erection of 9m & 9.14m poles, rocky ground- excavation of pole pits (1.25m * 0.6m*1.83m) for 9m & 9.14m poles, rocky ground- erection of 9m & 9.14m poles, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 9m & 9.14m poles, hard rock requiring blasting and chisseling- erection of 9m & 9.14m poles, normal ground- excavation of pole pits (1.25m * 0.6m*2.19m) for above 9.14m poles & 36 length rs joists, normal ground- erection of above 9.14m poles & 36 length rs joists, rocky ground- excavation of pole pits (1.25m * 0.6m*2.19m) for above 9.14m poles & 36 length rs joists, rocky ground- erection of above 9.14m poles & 36 length rs joists, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for above 9.14m poles & 36 length rs joists, hard rock requiring blasting and chisseling- erection of above 9.14m poles & 36 length rs joists, normal ground- excavation of pole pits (1.25m * 0.6m*2.19m) for 42 length rs joists, normal ground- erection of 42 length rs joists, rocky ground- excavation of pole pits (1.25m * 0.6m*2.19m) for 42 length rs joists, rocky ground- erection of 42 length rs joists, hard rock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 42 length rs joists, hard rock requiring blasting and chisseling- erection of 42 length rs joists, transporting of poles from road side to pole pit upto 2km - 7.32m, 7.5m, 8m, 8.23m rcc pole, transporting of poles from road side to pole pit upto 2km- 9m, 9.14m rcc/psc pole, transporting of poles from road side to pole pit upto 2km - rsj 36 pole, transporting of poles from road side to pole pit - rsj 42 and above, loading and unloading of poles - 7.32m, 7.5m, 8m, 8.23m rcc pole, loading and unloading of poles - 9m, 9.14m rcc/psc pole, loading and unloading of poles - rs joists, tubular & rail pole (above 9.14m), concreting of poles as per board standards (2*2*5). the materialsuch as cement, sand, jelly, etc., have to be supplied by the contractor (cement concrete mix 1:4:8 using 40mm hard broken stone including cost of labour charges.for placing transporting of sant,jally,from box and water curing for 14 days etc,.complete), coping of pole (0.6m*0.6m*0.35m), concreting of stay (o.3m * 0.3m * 1.5m) including materials, coil earthing per pole & pole earthing, normal ground- excavation of stay pit (1.00m * 0.5m*1.5m) with transporting of materials to site (for stay set), normal ground- erection of stay set, rocky ground (medium)- excavation of stay pit (1.00m * 0.5m*1.5m) with transporting of materials to site (for stay set), rocky ground- erection of stay set, hard rock requires blasting & chisseling- excavation of stay pit (1.00m * 0.5m*1.5m) with transporting of materials to site (for stay set), hard rock requires blasting & chisseling- erection of stay set, loading and unloading charges of oildrums (with oil), loading and unloading charges of oildrums (without oil), loading and unloading charges of conductor drum, cable drum, loading and unloading charges of line materials, loading and unloading charges of metering set, 11kv lines-(pin point) fixing of v & channel cross arm 5.5 including transporting of materials from road side to sit
Tender For transportation of 20/25 mva, 132/33 kv power transformer with oildrums &amp all accessories including rtcc panel loading from 132 kv gss bapini, jodhpur to unloading at 132 kv gss hatundi on transformer foundation (distt.- jodhpur).
Tender For corrigendum : transportation of 132/33 kv , 20/25 mva old power transformer main tank with all accessories& oildrums from 132 kv gss i.a. kota (kota dist.) to 132 kv gss mayla (kota dist.)