Latest inlet channel Tenders | Government inlet channel Tenders

State Government

CTN :41067300

21 Jul, 2025 7.45 Lacs

Kargil - Jammu And Kashmir

Tender For construction of cement concrete channel at spots for irrigation canal bearass drass

CTN :41059544

28 Jul, 2025 20.00 Lacs

Sagar - Madhya Pradesh

Tender For construction material supply work for financial year 2025-26 - construction material supply work for financial year 2025-26, cement opc 43 grade bag, cement ppc bag, hysd steel bar 415 grade rod -all size, hysd steel 500 rod -all size, open bhatta brick, fly ash brick, chimney brick, narmada sand, stone aggragate 6 mm, stone aggragate 12.50mm, stone aggragate 20mm, stone aggragate 40mm, metal 45mm to 63mm, metal 63mm to 90mm, stone dust, stone dust with spreading roller compaction, hard moorum, hard moorum with spreading withcompaction, red sand stone slab 40mm thick, local flag stone 40mm, local flag stone 75mm, kota stone 25mm thick, kota stone 20mm thick, steel sheet centering & shuttering, ply wood 20mm centering & shuttering, soil pipe 100mm dia 6 kg pressure, soil pipe 150mm dia 6kg pressure, soil pipe 200mm dia 6kg pressure, soil pipe 250mm dia 6kg pressure, rcc hume pipe np2 150mm dia, rcc hume pipe np2 200mm dia, rcc hume pipe np2 300mm dia, rcc hume pipe np2 450mm dia, rcc hume pipe np2 600mm dia, rcc hume pipe np2 1000mm dia, r.c.c hume pipe np3 150mm dia, r.c.c hume pipe np3 200mm dia, r.c.c hume pipe np3 300mm dia, r.c.c hume pipe np3 450mm dia, r.c.c hume pipe np3 600mm dia, r.c.c hume pipe np3 1000mm dia, rcc hume pipe np4 150mm dia, rcc hume pipe np4 200mm dia, rcc hume pipe np4 300mm dia, rcc hume pipe np4 450mm dia, rcc hume pipe np4 600mm dia, rcc hume pipe np4 1000mm dia, rcc collar, cpvc pipe 6 kg 15mm dia, cpvc pipe 6 kg 20mm dia, cpvc pipe 6 kg 25mm dia, pvc pipe 6 kg 65mm dia, pvc pipe 6 kg 90mm dia, pvc pipe 6 kg 110mm dia, pvc pipe 6 kg 150mm dia, cement jali, lime stone, oil brand distemper, enamel paint, acrylic emulsion paint, oil paint, tarpeen oil, kuchi brush, paint brush 80mm, paint brush 100mm, paint brush 125mm, paint brush 150mm, scrubber 8mm to 12 mm, binding wire m.s., fencing wire gi barbed wire, fencing jali bended mess gi, chain link jali gi, m.s. single section, ms section welding completed, ms door window & frames, welded tabular pipe section, gi roofing profile sheet 0.63mm isi mark, g i plain sheet 0.63mm, wc sheet 580 mm indian type, wc sheet europian type, urinal pot long, urinal pot corner, sink, wash basin, glazed tile, vitrified tiles, flush door 1st class 40mm, rcc electrical pole 9m, concrete mixer machine with diesel complete, concrete mixer machine with lift with dieselcomplete, plate vibrator with diesel, niddle vibrator with diesel, rassi joot, water tank hdpe, marble tile 12mm thick, marble tile 25mm thick, granite stone 25mm, cpvc water supply fitting 15 mm, cpvc water supply fitting 20 mm, cpvc water supply fitting 25 mm, pvc bid cock, brass bid cock, jcb machine with diesel driver on rent, lnt poclain machine with diesel draiver onrent, tractor trolly with diesel on rent, generator with diesel on rent, putty, rubber moulded paver block m30 (60 mmthick), cement paver block m30 (100 mm thick), stainless steel 202 grade section welding &polishing complete, stainless steel 304 grade section welding &polishing complete, gi rolling shutter 1.0 mm thick, ball bearing for shutter, cylinderical roller with diesel, vibratory roller with diesel, rcc tree guard name plate with colour, steel tree guard complete name plate withcolour weight - 15 kg, boulder stone 20x20x20 cm, boulder stone 15x15x20 cm, black cotton soil, mason, labour, rcc flower pot rectangle with colour 50 litre, water tanker with diesel, handpump platform with completed work as per phe manual standard design, false celling, acp sheet partition, acp sheet decoration, wooden partition, wooden furniture work, wc seat reparing and installion complete, steel channel

CTN :41059441

21 Jul, 2025 16.50 Lacs

Pathanamthitta - Kerala

Tender For mgnrega re e tender fy 2025-26 - 0295 stone aggregate(single size):20 mm nominal size, 0297 stone aggregate(single size): 10 mm nominal size, 0982 coarse sand (zone iii), 0367 portland cement, 0002 hire charges of concrete mixer 0.25 to 0.40 cum with hopper, 0012 vibrator (needle type 40 mm), 7319 wall form panel 1250x500 mm, 7326 corner angle 45x45x5 mm 1.50 m long, 7327 100 mm channel shoulder 2.5 m long, 7328 double clip (bridge clip), 7329 single clip, 7330 m.s. tube 40 mm dia, 4009 mild steel tubes hot finished welded type, 1215 welding by electric plant, mr113 galvanised wire mesh of average width of aperture 1.4 and nominal dia. of wire 0.63 mm, 1219 wire nails, 1023 galvanised steel j or l hooks 8 mm dia, 1208 bitumen washer, 1209 g.i. plain washer thick, mr186 precoated aluminium trafford sheet 0.450mm thick, 0293 stone aggregate(single size):40 mm nominal size, mr2 solid block masonry of size 30x30x20cm, 1005 twisted steel bars/deformed bars, mr52 pvc pipe 75mm outer dia 6kgf/cm2, mr53 pvc pipe 75mm outer dia 4kgf/cm2, mr70 pvc bend 75mm dia

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