Latest tubular pole repair Tenders | Government tubular pole repair Tenders

CTN :41005068

17 Jul, 2025 4.50 Lacs

Valsad - Gujarat

Tender For corrigendum : provide hdpe protection pipe on rsj pole within jurisdiction of rankuwa sub division under valsad rural division. (work to be carried out in other sub-division in case of emergency as per instruction of engineer-in-charge)

CTN :41078330

22 Jul, 2025 44.57 Lacs

Ahmedabad - Gujarat

Tender For e tender for painting of rsj pole without fabrication material under various

CTN :41058387

21 Jul, 2025 4.50 Lacs

Valsad - Gujarat

Tender For provide hdpe protection pipe on rsj pole within jurisdiction of rumla sub division under valsad rural division. (work to be carried out in other sub-division in case of emergency as per instruction of engineer-in-charge)

State Government

CTN :40919650

18 Jul, 2025 10.00 Lacs

Multi City - Maharashtra

Tender For corrigendum : ht/lt preventive maintenance & allied works with supply of minor material in khed subdivision under khed division -rsj pole 125x75mm erection

State Government

CTN :41022562

16 Jul, 2025 NA

Mumbai - Maharashtra

Tender For annual transport contarct for msedcl's all type of heavy material psc poles 8mtr/9mtrs long, rsj poles of various sizes. transformers, line material , conductor drum, cable drum of various stores centres , pole factories to work site under morshi division

corporations/Associations/Others

CTN :41019754

23 Jul, 2025 3.00 Lacs

Valliyoor - Tamil Nadu

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 oil drums (with oil), loading and unloading charges of oil drums (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

corporations/Associations/Others

CTN :41019757

23 Jul, 2025 2.00 Lacs

Valliyoor - Tamil Nadu

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 oil drums (with oil), loading and unloading charges of oil drums (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

State Government

CTN :40993902

15 Jul, 2025 10.00 Lacs

Pune - Maharashtra

Tender For work contract for rsj pole muffing & welding on full turnkey basis under rajgurunagar, pune

CTN :40873117

17 Jul, 2025 25.00 Lacs

Valsad - Gujarat

Tender For corrigendum : tender for the work of re-carting of rsj pole (9//11/13 meter) & psc pole (8/10 meter) from laying at various places of various sub divisions under jurisdiction of dharampur division.

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