Latest aggregate materials Tenders | Government aggregate materials Tenders

CTN :39402878

12 Mar, 2025 NA

Dimapur - Nagaland

Tender For supply of ordinary portland cement grade 53 , sand fine best quality , stone aggregate graded 10 to 20mm , stone aggregate graded 20 to 40mm , stone aggregate graded 40 to 63 hardcore , prior sub base course 30 to 35cm dia , precast cement concrete brick , 400 microne thick polythene film , chloride free accelerating , water reducing admixtures , wet hasseing cloth , 12mm dia ployethelene backu rod , 10mm dia polyethelene backup rod , primer for sealing compound , polyurethane based ceiling compouned , acrylic based pavement road marking paint , vibrator needle 60mm , needle 60mm for vibrator , pan mortar , spade medimum size , shovel , hammer 500 gm , hammer 1 kgs , mason hammer , bucket plastic 20 ltr , measuring tape 30 mtr , measuring tape 5 mtr , water pipe , trawler bricks , trawler rectangular iron , aluminium rectangle pipe , mason thread , water level , plum bob , mason square , sprit level , leather hand gloves , gum boots , cutter plier , hdpe drum 200 ltr , groove cutting machine , nails all size , cube moulds , wheel barrow

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

corporations/Associations/Others

CTN :39368312

07 Mar, 2025 11.09 Crore

Veraval - Gujarat

Tender For proposed development of chopati at veraval dist. gir-somnath (phase-2) - excavation for foundation up to 1.5 meter depth including sorting out and stacking of useful materials and disposing of excavated stuff up to any lead. (a) for loose or soft soil, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (b) dense or hard soil, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (c) hard murrum, excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (d) soft rock not requiring blasting, filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete. (upto 10 ton), filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering, filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete., filling in foundation and plinth with black garden soil in any thickness completed., filling in foundation and plinth with black cotton soil in any thickness completed., filling in foundation and plinth with soft black cotton soil in any thickness completed., coursed rubble masonry with stone of approved quality in foundation and plinth in cement mortar 1:4 (1 cement : 4 course sand) etc. complete., providing and laying cement concrete 1:3:6 (1-cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size ) and curing complete excluding cost of form work in. (a) foundation and plinth, providing 100mm thick m-200 controlled cement concrete road using tremix vaccum dewatering system with providing and fixing & removing of "c" channel having size 75 x 75 mm as per required level slope and thickness of concrete and levelling and finishing the concrete using surface vibrator, power floater and trowel light brooming on as directed. including making expansion joint of size 20 x 110 mm & filling the expansion joint using coplar 200 as per manufactures specification by cutting of joint using concrete cutter machine etc. complete, providing 100mm thick m200 controlled coloured cement concrete road using tremix vaccum dewatering system with providing and fixing & removing of "c" channel having size 75 x 75 mm as per required level slope and thickness of concrete and levelling and finishing the concrete using surface vibrator, power floater and trowel light brooming on as directed. with colour pigmentation as 5 percentage to 10 percentage of cement consumption per m3 as directed by engineer incharge or consultant including making expansion joint of size 20 x 110 mm & filling the expansion joint using coplar 200 as per manufactures specification by cutting of joint using concrete cutter machine etc. complete, providing laying ordinary cement concrete m-200 and curing complete including the cost of form work and excluding cost of reinforcement for reinforced concrete work in : rc coping/cap, providing and laying controlled cement concrete m.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (a) foundations, footings, base of columns and mass concrete, providing and laying reinforcement for r.c.c. work and bending binding & placing in position completed upto floor two level thermo mechanical treated bars(crs) as per i.s. standard, white stone bela masonry block in course in super structure with stone of approved quality in lime mortar 1:6 (1-cement : 6-coarse sand) including packing the joints etc. complete. (up to 10 ton), pointing on coursed stone masonry with cement m

State Government

CTN :39340195

20 Feb, 2025 53.26 Lacs

Multi City - Himachal Pradesh

Tender For sh formation cutting for carpet area of building retaining wall breast wall as site development - excavation in soil in hilly area by in hard rock (blasting prohibited)) by mechanical means( hydraulicexcavator) including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead as per technical specification including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges. recovery for useful stone of 214.14 cubic metre@ rs.300/- cum.(rupees three hundred per cubic metre) amounting to rs 64244 /- only , which shall be done on prorata basis for the quantity of cutting in earth work effected. any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases., providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges., providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 pcc grade m-10 nominal mix 1:3:6(one cement : three sand : six graded stone aggregate ) within all leads and lift including carriage of materials and as per direction of engineer-in- charge. as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges. as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges. , providing and laying stone masonry within hard stone in foundation and plith including levelling up with cement concrete 1:6:12 (one cement :six sand : twelve graded stone aggregate 20mm (twenty millimetre nominal size ) in cement mortar 1:6( one cement :six sand)within all leads and lift including carriage of materials and as per direction of engineer-in- charge., providing weep holes in brick masonry /stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm(one hundred milimeter dia pvc pipe extending through the full with of the structures with slop of 1(one)(v):20(twenty)(h) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7. as per mord specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges., back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 granular material. as per drawing and technical specification of mord 800 & 1200(eight hundred and one thousand two hundred)clause 802, 803, 1202 and 1203(eight hundred two, eight hundred three, one thousand two hundred two and ond thousand two hundred three) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.as per hp.pwd. specification himachal pradesh public works department schedule of rates 1990 including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, i

CTN :39242514

21 Feb, 2025 NA

Seraikela-Kharsawan - Jharkhand

Tender For refurbishment repair maintenance of dmmu - toilet, earthwork (earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.), flat brick soiling supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating anddressing complete., indian type toilet pan (providing and fixing water closet squatting pan (indian type w.c.pan ) with 100 mm sand cast iron p or s trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to is : 7231, with all fittings and floors wherever required :white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests), brick work in superstructure above plinth level upto floor v , cement mortar 1:6 (1 cement: 6 coarse sand ), cement plaster in course sand 1:5(1 cement: 4 coarse sand), footpath way for toilet and shed area providing and laying 60 mm thick factory made cement concreteinterlocking paver block of m -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc.all complete as per the direction of engineer-in-charge., front and back side way to toilet, parking shed area, white washing, celling, inner wall and outer wall (removing white or colour wash by scrapping and sand paper in and preparing the surface smooth including necessary repair scratches etc complete and distempering with dry distemper of approved brand and manufacture ( one or more coats ) and of required shade on old work to give an even shade .), painting of door, window and channel (painting with synthetic enamel paint of approved brand and manufacture to give an even shade two coats on old work.), flooring, demolishing cement concrete including disposal of material within 50 metre lead:1:4:8 or leaner mix, providing designation 75 b one brick flat soiling joints filled with local sand including cost of watering taxes royalty allcomplete as per building specification and direction of e/i, providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 cement: 2 coarse sand:4 graded stone aggregate 20 mmnominal size), providing 25 mm thick first class patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 19 mm thick (1:2:4) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips, in pannels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royalty with all complete as per building specification and direction of e/i, providing & fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to is : 2046 type s, including cost of adhesive of approved quality. (1.0 mm thick), roof, providing corrugated g.s. sheet roofing including vertical / curved surface fixed with polymer coated j or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approvedpaint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/m2, parking shed

CTN :39186425

22 Feb, 2025 NA

Agra - Uttar Pradesh

Tender For supply of pvc bend pipe 75mm , thread cotton for plumbing , pvc bend pipe 40mm , pvc bend pipe 110mm , nails 95 mm , 17 no screw , pvc tee 40 mm , pvc extention nipple 15mm , gi elbow 25 mm , pvc tee 75 mm , pvc tee 110 mm , gi check nut 25 mm , intergral water proofing compund liquid , cement white , gi check nut 15 mm , tiles , nails wire 75mm , gi bend 15 mm dia , nails wire 75 mm , pvc gully 40mm , nails wire 12.5 mm , nails wire 65mm , putty for glass , glass pane plain , glass pane plain , hack saw blade , nails wire 32 mm , nails wire 38 mm , nails wire 40 mm , nails wire 50mm , nails wire 60mm , particl board pre laminated both side , glass pane frosted , nails wire 25mm , aluminium sheet 24 gauge , stainless steel grating 150 mm , pvc waste coupling 38 mm , symet waste coupling 40 mm , putty oil for glass , brass door handle 100 mm , cp bib cock 15 mm with spindle , cp jet with complete , aluminium pegs 125 mm , fevicol in 1 kg shsr , aggregate course 20 mm , glass pane , aggregate fine , vitreous china wash , cp bib cock 15mm fancy type , vitreous china semi padestal pattern , cp bottle trap 32 mm dia for whb , cp fancy type angular stop core , 600 x 450 mm bevelled edge mirror , stainless steel grating 100 mm , aluminium pegs 100 mm , cp pillar cock 15 mm fancy type , brass door handle 150 mm , nails wire 35 mm , unbranded ms rectangular aperture of wire mesh fabric or cloth , alumiinium door handle 200 mm , enamel synthetic exterior paint part

Aggregate Materials Tenders

By Cities

By States

By Agencies

By Ownerships

By Sectors

corporations/Associations/Others

State Government