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CTN :40976275 Due date: 15 Jul, 202515 Jul, 2025 NA
Tender For supply of high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786

CTN :40954293 Due date: 14 Jul, 202514 Jul, 2025 4.84 Lacs
Tender For 0.90 m wide and 1.10m deep drainage is proposed for a length of 33m. all the items are provided namely earth work, quarry muck filling, pcc bed, rcc bed, rcc sidewall, rcc coverslab, steel reinforcement and name board.

CTN :40943991 Due date: 24 Jul, 202524 Jul, 2025 NA
Tender For supply of high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786,high strength deformed steel bars and wires

corporations/Associations/Others

CTN :40935026 Due date: 14 Jul, 202514 Jul, 2025 10.00 Lacs
Tender For yearly rate contract for various items of construction and supply for bhuj, dist. kachchh (year 25-26) second attempt - excavation for foundation upto 1.5m depth including sorting out and stacking of useful materials and disposing of the excavated stuff all lead all steta, excavation for foundation depth from 1.5 mt. to 3.00 mt. depth including sorting out and stacking of useful materials and disposing of the excavated stuff all lead. all steta, providing and laying cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 machine cut stone aggregate 40mm nominal size ) and curring complete including cost of formwork in (a) foundation and plinth, providing and laying cement concrete 1:4:8 (1- cement : 4- coarse sand : 8- hand broken stone aggregates 40 mm nominal size) and curing complete including cost of formwork in (a) foundation and plinth, providing and laying cement concrete 1:2:4 (1- cement : 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (a) foundation and plinth, providing & laying controlled cement concrete m-250 and curing complete including the cost of formwork but excluding the cost of reinforcement for reinforced concrete work in (a) foundation footing base of column and mass concrete, providing & laying controlled cement concrete m-250 and curing complete including the cost of formwork but exluding the cost of reinforcement for reinforced concrete work in beam (c) slabs, landings, shelves, balconies, lintel, beams, girders and cantilever upto floor two level., providing & laying controlled cement concrete m-250 and curing complete including the cost of formwork but excluding the cost of reinforcement for reinforced concrete work in lintel (c) slabs, landings, shelves, balconies, lintel, beams, girders and cantilever upto floor two level., providing & laying controlled cement concrete m-250 and curing complete including the cost of formwork but excluding the cost of reinforcement for reinforced concrete work in chhajja (c) slabs, landings, shelves, balconies, lintel, beams, girders and cantilever upto floor two level., providing & laying controlled cement concrete m-250 and curing complete including the cost of formwork but excluding the cost of reinforcement for reinforced concrete work in column (d) columns, pillars posts and struts upto floor two level, providing & laying controlled cement concrete m-250 and curing complete including the cost of formwork but reinforcement for reinforced concrete work in slab (c) slabs, landings, shelves, balconies, lintel, beams, girders and cantilever upto floor two level., providing & laying controlled cement concrete m-250 and curing complete including the cost of formwork but excluding reinforcement for reinforced concrete work in wall (b) walls, from top of foundation level up to floor two level, providing & laying controlled cement concrete m-200 and curing complete including the cost of formwork but excluding reinforcement for reinforced concrete work in stair case (e) staircases excluding landing up to floor two level, providing and laying 1:2:4 (cement :2 course sand :4 crushed stone aggregate 20 nominal size) and curing complete including cost of form work in (a) wall caps/ copping, providing and laying reinforcement for r.c.c. work and bending, binding & placing in position completed upto floor two level thermo mechanical treated bars as per i.s.i (fe-415) major brand, providing tmt bar fe 500/500d reinforcement for r.c.c. work including bending, binding and placing in position complete upto floor two level major brand, extra for additional lift of reinforcing steel for all r.c.c. work above floor two level., extra for additional lift of concrete for all r.c.c. work above floor two level excluding cost of reinforcment, white stone bela mesonry block in course in superstructure with stone of approved quality in lime mortar 1:1.5 (1-lime putty : 1.5- finesand) including p

CTN :40940965 Due date: 09 Jul, 202509 Jul, 2025 2.15 Lacs
Tender For repair of various items at ambikanagar library ward 82 - removing the existing cernent plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc.complete.note: following items to be executed after prior approval of superintending engineer., providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete., removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete., providing and fixing mild steel grill work for windows, ventilators etc. 20 kg/sqm as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete., providing and fixing solid core flush door shutter in single leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on bothsides, and finishing with french polish etc. complete., providing and fixing in position. (as per 1.5 * 0.1868 / 1982 ) aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.5 * 38.1 * 1.02 mm at weight 0.547 kg/rmt. and window frame bottom track section 61.85 * 31.75 * 1.2r at weight 0.695 kg/rmt. top and side track section 51.85 * 31.75 * 1.3 mm at weight 0.659 kg/rmt. the shutter should be of bearing bottom 40 * 18 * 1.25 mm at weight 0.417 kg/rmt. inter locking section 40 * 18 * 1.1 mm at weight 0.469 kg/rmt. and handle section 40 * 18 * 1.25 mm at weight 0.417 kg/rmt. and top section 40 * 18 * 1.25 mm at weight 0.417 kg/rmt. as per detailed drawings and as directed by engineer in charge with all necessary aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. with colour anodising with box., providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete., dismantling the r.c.c. work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete., providing and laying cast in situ/ready mix cement concrete m-20 of trap/granite/quartzite/gneiss metal for r.c.c. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (excluding reinforcement and structural steel). with fully automatic micro processor based plc with scada enabled reversible drum type mixer/concrete batch mix plant (pan mixer) etc. complete. with natural sand/v.s.i. quality artificial sand, providing and fixing in position tmt - fe-500 bar reinforcement of various diameters for r.c.c. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete., providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand face

State Government

CTN :40927641 Due date: 07 Jul, 202507 Jul, 2025 NA
Tender For material used in plantations - , prosted rcc fencing pole 100x100 mm of 2 mtr lenth have reinforcement 4 steel bars of 6 mm diameter and 10 ring of 6mm, barbed wire 2.5 mm (point wire 2.0 mm distance between two barbs 150 mm, g.i. , chain link fencing mesh size 100x100 mm (4"x4") 3.00 mm (8 swg dia gi wire approx weight per sq mtr 2.28 kg., ( 10 ), ( ), (12x06) ( ) ( ), (03x05) ( ) ( ), , ( ), ( )

CTN :40930277 Due date: 15 Jul, 202515 Jul, 2025 16.69 Lacs
Tender For area clearing, earthwork excavation, brick work demolishing, concrete demolishing, pcc works, rcc works, steel reinforcement, shuttering, back filling, miscellaneous labour supply

CTN :40252846 Due date: 05 Jul, 202505 Jul, 2025 NA
Tender For bid to ras tender for supply of bb 134 braces sway ewbb drawing no mexe 7354 3 b specification no re prov 4725 a , bb 28 post footwalks drawing no ebe 5104 5 d specification no ind eng prov 0632 a , bb 34 spanner cranked 3 4 inch bsw drawing no ebe 5110 5 d specification no re prov 4041 c , bb 33 spanners podgers ended 3 by 4 inch bsw drawing no ebe 5110 5 d specification no re prov 4041 c , bb 82 jacks 15 ton fabricated drawing no imga 0057 b and connected drawings specification no ind eng prov 0627 d , bb 150 chord reinforcement ewbb drawing no esk 2236 f specification no ind eng prov 0693 d , lv6 mt 1 30166 anchor earth hold fast no 1 mk ii drawing no lv6 mt 1 4030 000001 , bb 63 posts end male mk 2 drawing no ebe 5362 1 d and ebe 5363 3 e specification no ind eng prov 1250 b , bb 3 rackers drawing no ebe 5022 e epd 3920 j specification no ind eng prov 0623 a , bb 19 bearings drawing no ebe 5029 3 b specification no re prov 4044 b , bb 22 rollers launching plain drawing no ebe 5098 a , bb 18 shoes jack drawing no ebe 5030 5 d specification no re prov 4044 b , bb 65 links launching mk 2 drawing no ebe 5459 2 d specification no ind eng prov 0623 a , bb 23 pedestal ramp no 1 drawing no ebe 5020 5 d and ebe 5021 4 d specification no re prov 4044 b , bb 61 bb wedges drawing no im 0018 d specification no ind eng prov 0081 j , bb 144 chesses wooden ewbb drawing no im 0607 specification no ind eng prov 1191 , bb 95 timber grillage 9 inch x 3 inch x 8 feet point 6 inch 2568x228 point 5x76 drawing no cieme m 6127 e specification no ind eng prov 0102 e , bb 10 bolts riband drawing no ebe 5106 12 l specification no ind cqae prov 1314 , bb 48 timber packing 9 inch x 3 inch x 6 feet specification no ind eng prov 0102 e , bb 143 clamp transom ewbb drawing no im 0379 a specification no ind eng prov 0623 a , bb 151 chord bolt collar drawing no esk 2236 f specification no re prov 4782 , bb 35 bars carrying drawing no ebe 5115 2 c specification no ind eng prov 0268 d , bb 14 a details of steel chesses standard double drawing no isk 0999 d specification no cqae 5420 1526 e , nk14 7004 clips hinged drawing no im 0041 e specification no cqae 5420 1405 d , bb 03 rakers drawing no ebe 5022 e or epd 3920 j specification no ind eng prov 0623 a , bb 49 timber packing 9 inch x 1 inch x 6 feet specification no ind eng prov 0102 e , bb 29 tie plates drawing no ebe 5022 e specification no ind eng prov 0623 a , bb 31 base plates drawing no ebe 5028 d specification no re prov 4044 b , bb 97 timber grillage 9 inch x 3 inch x 3 feet 6 inch drawing no cieme m 6127 e specification no ind eng prov 0102 e , bb 98 timber grillage 9 inch x 4 inch 7 ft to 15 ft drawing no cieme m 6127 e specification no ind eng prov 0102 e , bb 127 block timber distance grillage drawing no mexe 7062 e specification no ind eng prov 0102 e , bb 58 22 rollers plain mk 2 drawing no ebe 5318 f specification no re prov 4041 c , bb 133 transom ewbb drawing no mexe 7352 1 f mexe 7353 b or im 0312 b specification no ind eng 0082 , bb 15 oblique 6 pin sway braces drawing no ebe 5099 12 specification no re prov 4041 c , bb 60 templates roller rocking drawing no ebe 5323 6 specification no ind eng prov 0268 d , bb 123 bolts distance grillage 2 feet 1 inch 3 by 4 inch dia x 2 feet 1 inch drawing no mexe 7062 e specification no ind cqae prov 1314 , bb 121 beam grillage steel 10 inch x 41 by 2 inch x 12 inch drawing no im 0004 e specification no re 4584 c , bb 99 timber grillage 9 inch x 3 inch x 2 feet 3 inch specification no ind eng prov 0102 e , bb 62 posts end female mk 2 drawing no ebe 5364 3 d ebe 5365 d specification no ind eng prov 1250 b , bb 154 beams distributing ewbb drawing no esk 2230 a specification no re prov 4782 , niv shackle large d swl 1 point 5 ton , bb 24 ramps plain drawing no ebe 5111 10 c or epd 3921 g specification no ind eng prov 0662 d , bb 1248 clip screwed drawing no im 0043 d specification no cqae 5420 1405 d , aa 303 clips ground sill drawing no im 0044 g specifica

Central Government And Public Sector

CTN :40429129 Due date: 09 Jul, 202509 Jul, 2025 4.54 Lacs
Tender For corrigendum : supply of high strength deformed steel bars and wires for concrete reinforcement (v2) isi marked to is 1786 (q2)

CTN :40922407 Due date: 12 Jul, 202512 Jul, 2025 7.50 Lacs
Tender For storm water drain construction : : - dismantling brick work , dismantling pcc or rcc , excavation of earth , pcc m10 , rcc m20 , shuttering , steel reinforcement
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