Latest concrete block Tenders | Government concrete block Tenders

corporations/Associations/Others

CTN :39418209

06 Mar, 2025 2.90 Crore

Ahmedabad - Gujarat

Tender For supplying & installing nabl approved equipments for civil worktesting at piplaj hotmix plant for ahmedabad muncipal corporation.(amc) - electronic weighing balance -30 kg-1 gm, precision electronic balance-500 gm-0.01 gm (10 mg)-auto calibration, electronic weighing balance -5 kg-0.5 gm (500 mg), electronic platform balance-300 kg-50 gm-platform size 600 x 600 mm, high precision electronic balance -100 gm-0.001 gm (1 mg)- external calibration, water testing kit - hardness, water testing kit- sulphates, water testing kit chlorides, coarse sieves - 45 cm dia-g.i.-100.00 mm, fine sieve - 20cm dia-brass-10 mm, sieve shaker-gyratory-for 20/30 & 45cm dia sieves with digitaltimer, hot air oven-digital-45x45x45 cm-250c-inner s.s. chamber, liquid limit device - motorisedas per is : 2720 (partv) with revolution counter and grooving tools., pipette borosilicate glass - 1 ml, measuring cylinder - borosilicate glass - "0" bottom - 100 ml., water still-(ss 304)-(compact )-4 ltr/hour, compact cbr load frame-electrical-single speed, non nuclear density gauge (soil), rapid moisture meter-0 - 25 percentage with pressure gauge, standard penetration test apparatus with accessories - motorised, digital constant temp. waterbath for marshal test -6 moulds-100 mm, bitumen extractor - motorised with variable speed with digital rpm indicator with ac motor and drive, automatic compactor for marshal test - 4" dia specimen, unconfined compression tester-digital (marshal), ductility testing machine - digital temp control - refrigerated - is 1208, ring and ball apparatus-(programmable)-(digital)-(astm d36) with accessories, thin film oven - as per is 9382 as per is:9382., sand equivalent value test apparatus with accessories, sand equivalent mechanical shaker - motorized (astm d2419) with digital rpm indicator and digital timer, standard penetrometer for bitumen - automatic digital timer - dial gauge as per is 1203, is 1448. astm d5., saybolt viscometer - with digital controller and motorised stirrer - astm d88, pensky marten flash point apparatus-digital with motorised stirrer, asphalt content oven-(asphalt ignition oven)-(astm d6307), planetary mixer-for bituminous mix-digital- 20 ltrs, hardness tester for bitumen mastic asphalt with accessories, infrared thermometer - (-50c to 500 c), digital thermometer-(dtm 100)-300c-(cr/al (k))- with 12" long temp.probe, round hot plate-c.i. top-digital-20 cm, compression testing machine - 2000 kn-automatic pace rate controlled, compression testing machine - 2000 kn-digital - manual pacecontrol- auto calculation, cube mould-15 cm-isi marked u is:10086., concrete permeability tester - as per din 1048 - 3 cell - with air compressor, laboratory needle vibrato include 25mm needle with 6 meter long rubber shaft, laboratory concrete mixer-tilting drum type, vibrating table-100 x 100 cm, aggregate impact testing machine with blow counter, flow table (cement)-motorised - 25cm dia - m.s. top - is 5512, air entrainment meter - 0.005 cubic mtr - is: 1199 with accessories, los angeles abrasion testing machine - with presettable digital counter, riffle sample divider - g.i. 25mm - no. of slot : 16, electronic weighing balance -30 kg-1 gm, precision electronic balance-500 gm-0.01 gm (10 mg)-auto calibration, electronic weighing balance -5 kg-0.5 gm (500 mg), electronic platform balance-300 kg-50 gm-platform size 600 x 600 mm, high precision electronic balance -100 gm-0.001 gm (1 mg)- external calibration, water testing kit - hardness, water testing kit- sulphates, water testing kit chlorides, coarse sieves - 45 cm dia-g.i.-100.00 mm, fine sieve - 20cm dia-brass-10 mm, sieve shaker-gyratory-for 20/30 & 45cm dia sieves with digitaltimer, hot air oven-digital-45x45x45 cm-250c-inner s.s. chamber, liquid limit device - motorisedas per is : 2720 (partv) with revolution counter and grooving tools., pipette borosilicate glass - 1 ml, measuring cylinder - borosilicate glass - "0" bottom - 100 ml., water still-(ss 304)-(compact )

CTN :39422105

01 Mar, 2025 44.52 Lacs

Dimapur - Nagaland

Tender For supply of precast concrete blocks for paving as per is 15658 (q3)

CTN :39403221

01 Mar, 2025 4.50 Lacs

Fatehgadh - Uttar Pradesh

Tender For proposed detailed estimate of repair and renovation work - providing and fixing m.s. jall of required pattern in frames of windows etc. with m.s. lats, square or round bars etc. all complete., fixed to steel windows by welding , m.s. tubular frames for doors, windows. ventilators and cupboard with rectangular/ l-type sections, made of 1.60 mm thick m.s. sheet, joints mitred, welded and grinded finish, with profiles , lugs 10 cm long embedded in cement concrete block , providing and fixing isi marked flush door shutters , nishing with deluxe multi surface paint system for interiors and jexteriors using primer

CTN :39405803

01 Mar, 2025 NA

Hanumangarh - Rajasthan

Tender For supply of precast concrete blocks for paving as per is 15658 (q3)

CTN :39387314

25 Feb, 2025 10.00 Crore

Muzaffarpur - Bihar

Tender For rrsmp-24-25 muzaffarpur east -1 -01 - t02 - bargaw to shankarpur, clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., construction of subgrade and earthen shoulders :-construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., granular sub-base with well graded material (table 400.1) :- construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401., wbm grading 3 (by mechanical means ) :- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., wet mix macadam:- providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., prime coat (low porosity) :- providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., tack coat :- providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., bituminous macadam -providing and laying bituminous macadam with 100-120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction., tack coat :- providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., semi-dense bituminous concrete :- providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 p

CTN :39387315

25 Feb, 2025 25.82 Crore

Muzaffarpur - Bihar

Tender For rrsmp/24-25 muzaffarpur east-1/02 - t03 - mansurpur to beruadih (odr2), clearing and grubbing road land (by manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of e/i, scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4., dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202., dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical specification clause 202., construction of subgrade and earthen shoulders :-construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1., excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3, granular sub-base with well graded material (table 400.1) :- construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401., wbm grading 3 (by mechanical means ) :- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405., wet mix macadam:- providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406., prime coat (low porosity) :- providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per technical specification clause 502., tack coat :- providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with primer and clened with hydriloc broom as per technical specification aclouse 503., bituminous macadam -providing and laying bituminous macadam with 100-120 tph hot mix plant produci

State Government

CTN :39406613

27 Feb, 2025 23.53 Lacs

Jirania - Tripura

Tender For fdr maintenance of different pwd roads under khumulwng sub-division during the year 2024-25 sh protection work, missing soling, cement concrete block and allied works. (gr vi)

State Government

CTN :39399006

05 Mar, 2025 57.41 Lacs

Kolkata - West Bengal

Tender For repair and rehabilitation of the balance portion i.e. from end of existing concrete block towards toll plaza except deck portion on kona up ramp of vidyasagar setu by laying concrete paver block during the year 2024-25.

CTN :39386201

28 Feb, 2025 30.15 Lacs

Jammu - Jammu And Kashmir

Tender For supply of precast concrete blocks for paving as per is 15658 (q3)

CTN :39388473

10 Mar, 2025 NA

Multi City - Multi State

Tender For invitation of quotation for supply of constructional stores - fibre reinforced concrete elements., galvanised steel post with element lock - to interconnect the concrete blocks., high performance galvanised steel wire netting., galvanised steel wire rope of 16mm dia., spiral type brake elements at the end post to absorb impact energy.

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