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Tender For corrigendum : sale of excavated hardrock from excavation of approach channel, spill channel, cot, chute fall, of fatehpur tank construction site as is where is basis
Tender For corrigendum : supply of server software and vms cctv , server anpr , storage cctv , 4 mp colour outdoor ip ptz camera , 4 mp colour indoor ip ptz camera , 2 mp varifocal indoor 30 mtrs ir colour dome camera , 2 mp varifocal outdoor 50 mtrs ir colour dome camera , 2 mp varifocal outdoor 50 mtrs ir colour bullet camera , 2 mp varifocal indoor 30 mtrs ir colour bullet camera , 2 mp fixed indoor dome camera , 4 mp varifocal anpr bullet camera , 2 mp varifocal driver image capture bullet camera , 24 port layer 3 switch fully loaded , 24 port layer 2 switch fully loaded , 8 port layer 2 switch fully loaded , 8 port layer 2 switch unmanaged , 4 port layer 2 switch unmanaged , industrial grade managed l2 switch fully loaded , video wall , work station video wall , work station pc , laptop , kvm switch , joystick keyboard , ofc to lan media converter , 12 port lc duplex liu , 15 kva ups with battery , 1 kva ups with battery , server rack 42u , industrial grade junction box , 12 core ofc cable , sftp cat 6 data cable , 3 core 1.5 sqmm copper cable , 3 core 2.5 sqmm armoured copper cable , laying of cable , laying of cat6 or ofc cable , 32 mm dia hdpe pipe , 25 mm dia pvc conduit , 12 ft gi pole , 20 ft gi pole , gi pole , cctv console , road or hardrock cutting , integration of existing 240 camera , itc complete cctv system , maintenance charges during 02 years warranty , first year camc post warranty of 02 years , second year camc post warranty of 02 years , third year camc year post warranty of 02 years , fourth year camc post warranty of 02 years
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, hardrock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles, hardrock 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, hardrock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 9m & 9.14m poles, hardrock 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, hardrock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for above 9.14m poles & 36 length rs joists, hardrock 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, hardrock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 42 length rs joists, hardrock 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, hardrock requires blasting & chisseling- excavation of stay pit (1.00m * 0.5m*1.5m) with transporting of materials to site (for stay set), hardrock 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
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, hardrock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles, hardrock 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, hardrock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 9m & 9.14m poles, hardrock 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, hardrock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for above 9.14m poles & 36 length rs joists, hardrock 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, hardrock requiring blasting and chisseling- excavation of pole pit (1.25m * 0.5m*1.5m) for 42 length rs joists, hardrock 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, hardrock requires blasting & chisseling- excavation of stay pit (1.00m * 0.5m*1.5m) with transporting of materials to site (for stay set), hardrock 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
Tender For corrigendum : supply of 12 1/4" rock roller bit suitable for medium formation , 8 1/2" rock roller bit suitable for medium formation , 8 1/2" rock roller bit suitable for hard formation
Tender For temporary restoration of abandoned portion of nh.05 near solding bridge from km 321.220 to 322.00 .sh. cutting in hardrock of overhang portion between km 0.484 to 0.610 under hppcl deposit.
Tender For corrigendum : additional estimate for hardrock/hard soil labour charges and concreting in adiwasi sahrana habitation village moreka in pvtg mota 2 scheme under beerpur d/c of north dn sheopur
Tender For corrigendum : additional estimate for hardrock/hard soil labour charges and concreting in gamloki habitation village gamloki in pvtg mota 2 scheme under beerpur d/c of north dn sheopur
Tender For tender for the work of erection & maintenance of ht/ lt line & transformer centre(hard work for pamna faliyu and kundal faliyu of kanji village and nal faliyu of piplod village work to be performed on hilly area, river crossing area and hardrock as proposed in new gujarat pattern) of dediapada sdn (also in any other sdn of rajpipla dn if required) for various govt. scheme,other scheme &maintenance work under rajpipla division