Latest cement concrete block Tenders | Government cement concrete block Tenders

Central Government/Public Sector

CTN :40720501

17 Jul, 2025 35.00 Lacs

Srinagar - Jammu And Kashmir

Tender For corrigendum : repair/replacement of joint filling crack filling elastomeric concrete, patch repair, painting, tar epoxy and slab casting at c dispersal, bps, north loop and grass cutting, monsoon drain cleaning and repair to weep poles, gi wire of runway srinagar

CTN :41055109

22 Jul, 2025 NA

Budgam - Jammu And Kashmir

Tender For supply of sub base of volleyball court , acrylic synthetic flooring 11 layer cushion system , covered drainage system with sump , reinforced cement concrete retaining wall , galvanized poles , led non mask flood light including electrical work , mobile digital electronic score board , chain link fencing with gate , volleyball poles and net , referee chair , seating arrangements for players

CTN :41055112

22 Jul, 2025 NA

Budgam - Jammu And Kashmir

Tender For supply of sub base of basketball ground , acrylic synthetic flooring 11 layer , galvanized pole , non mask flood light system , reinforced cement concrete retaining wall , covered drainage system , movable basketball poles , seating arrangements , chain link fencing , led score board

CTN :41055136

22 Jul, 2025 NA

Budgam - Jammu And Kashmir

Tender For supply of sub base of volleyball court , acrylic synthetic flooring 11 layer cushion system , covered drainage system with sump , reinforced cement concrete retaining wall , galvanized poles , led non mask flood light including electrical work , mobile digital electronic score board , chain link fencing with gate , volleyball poles and net , referee chair , seating arrangements for players

CTN :40770348

15 Jul, 2025 NA

Imphal - Manipur

Tender For corrigendum : supply of stores for water drainage system , orginary portland cement 43 grade , coarse sand dimapur , stone aggregate graded 10 - 20 mm , stone aggregate graded 20 - 40 mm , stone aggregate graded 40 - 63 mm , precast cement concrete block of size 400x200x200mm , water profing compound

CTN :41025901

21 Jul, 2025 NA

Bardhaman - West Bengal

Tender For construction of volleyball court e e - construction of outdoor volleyball court , curring and levelling of ground , 10 inch concrete top for the court , costing for polyurethene surface 9 mm , perimeter fencing with 5 ft fence , net poles and sleeves , drainage system all arround the court approx 1 ft by 1 ft , waterproof covering of the court

CTN :41024712

25 Jul, 2025 6.41 Lacs

Multi City - Karnataka

Tender For for the procurement of school compound work cuntsruction of various materials gp uppanasi - display board / cib_1upi, lumpsum material_1upi, painter class i_1upi, add brush, putty, sand paper at 2 percentage on cost of paint_1upi, water proofing cement paint_1upi, add providing and removing scaffolding at 3 percentage on labour_1upi, add handling , loading and unloading at 1 percentageon material_1upi, casurina poles 100 to 150 mm_1upi, brick_1upi, add formwork at 4 percentage out of material and labour_1upi, mason class i (with tools)_1upi, broken granite metal 10 mm_1upi, granite metal 20 mm_1upi, granite metal 40 mm_1upi, mixer (concrete small used in culvert)_1upi, bond stone 20 x 20 x 45 cm_1upi, rubble stones_1upi, add watering charges at 1 percentage on material_1upi, mixer (concrete) 1 cum capacity_1upi, portland cement_1upi, coarse sand (zone iii)_1upi, broken stone aggregate 12 mm to 10 mm size_1upi, broken stone aggregate 20 mm size_1upi, broken stone aggregate 40 mm size_1upi

CTN :40923727

17 Jul, 2025 9.44 Lacs

Koppal - Karnataka

Tender For corrigendum : sindogi anganavadi building - sinda providing and fixing water closet squatting pan, sinda providing and laying ceramic glazed floor tiles of size 300x300 mm, sinda providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick, sinda providing and laying vitrified tiles in different size of tile 600mmx600mm, sinda painting with synthetic enamel paint of approved brand, sinda finishing walls with acrylic smooth exterior paint , sinda wall painting with acrylic emulsion paint of approved brand, sinda providing and fixing m s grills, sinda providing & fixing of 3 track x 2 panel sliding windows made out of multi chambered upvc matching to ral-9016 sections , sinda providing and fixing wpc wood polymercomposite solid plain flush door shutter of required size, sinda providing and fixing factory made single extruded wpc wood polymer composite solid door, sinda providing and fixing flush door shutter made out of solid core block board, sinda providing salwood frames of doors, sindamason class i with tools, sinda burnt bricks class 35 non modular, sinda binding wire, sinda tmt bars fe 500, sindajungle wood runners and planks, sindacasurina poles 100 - 150 mm, sinda silver oak or equivalent planks 38 mm thick, sindahom of vibrator 0.71 days, sinda plasticizer super plasticizer, sinda size stone 20 x 20 x 25 cms, sinda boulders, sinda mixer (concrete small used in culvert), sinda bond stone 20 x 20 x 45 cm, sinda rubble stones, sinda mixer concrete 1 cum capacity, sinda portland cement, sinda broken stone aggregate 12 mm to 10 mm size, sinda broken stone aggregate 20 mm size, sinda broken stone aggregate 40 mm size, sinda add watering charges at 1 percent on material, sindacoarse sand zone iii, sindagranite/trap broken metal 100 mm and down size

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

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