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State Government

CTN :39307966 Due date: 22 Feb, 202522 Feb, 2025 NA
Tender For building defence material sanitary hardware items electric furniture/finsihing items/spare parts of bp/non bp vehicles - killen bricks a class, bajri crusher, bajri nallah, sand, bolder stone nallah, rubber stone, black cutting, stone dust crusher, hollow blocks 8x16cement x 6", empty cement bag fresh, polthene sheets blue, polthene sheets 8, cement 43/53-grade khyber/max/tci, iron 8mm tmtjindal/kashmirsteel, iron 10mm tmtjindal/kashmirsteel, iron 12mm tmtjindal/kashmirsteel, iron 16mm tmtjindal/kashmirsteel, iron 20mm tmtjindal/kashmirsteel, square sarya 1/2, 1, tmt, angle iron d/s tmt, binding wire tmt, nails all sizestmt, nails all size chinese, tin washel tmt, wire mesh crade 1"x1" tmt, plywood 4mm assamjet, plywood 6mmassamjet, plywood 8mm assamjet, plywood 10mm assamje, plywood 12mm assamjet, plywood 19mmassamjet, sun mica size (4x8) ft assamjet, kitply ketlum sheet 4x8 superior quality, teak wood (4x8) assamjet/arco, glass panes 3mm, 5mm,12mm saint gobin, glass beading (wooden) deodar superiorquality, nails (headless)tmt, sawn timber fir, sawn timber kail, sawn timber deodar, sawn timber silver gold, sawn timber russain popular, panelling wooden russain/ratwood, cgi sheets (24/26 gages bushan /tata, flat iron sheet superior isi mark, welding rods superior isi mark, cutting blade 4"x5"superior isi mark, iron pipe square (d/s)superior isi mark, iron pipe round d/ssuperior isi mark, cutting blade 4"/14", mirror glass sun gobin, cement ringcemented, aluminium sheets, aluminium square pipe 4,32-, j-hook-, barbed wire-, black brinj-, hassan cloth -, bomboo poles 10,15, jib board 2x2, screw 2"steel, teen valley 8, teen rij8", iron flat sheet (4x8)tmt, rubber wood 25mm assam jet, rubber wood19mm assam jet, rubber wood 12mm assam jet, pvc flooringratwood, wooden flooringsuperior quality, cgi sheets high rib bhushan/jindal, panelling tinsuperior quality, wooden bellies (3"x4"x12)popular, wooden be8llies (3x3"x10)popular, gi pipes 1/2,3/4,1 x20prakash surya, tee 1/2,3/4,1nike, elbow 1/2,3/4,1 nike, ball value 1/2,3/4,1 nike, check value 1/2,3/4,1 nike, socket 1/2,3/4,1nike, nipple 1/2,3/4,1nike, union 1/2,3/4,1 nike, bib cock plastic, bib cock brass, bib cock cp, bib cock parko/jackwar, wash basin mixerparko/jackwar, sink mixerparko/jackwar, wall mixerparko/jackwar, pvc waste pipe 1.25", 1.5"superior quality, waste cup cp,isi mk.superior quality, p-trap prince, plastic pipe b type 4,3 prince, collar 3, 4 inchesprince, door tee 3, 4 inchesprince, door bend 3, 4 inchesprince, reducer 3, 4 inchesprince, cliff 3, 4 inches prince, commode full size indian hindware/cera, commode full size englishhindware/cera, seat cover for commode hindware/cera, wash basin with pedestalhindware, towel rod superior quality, water tank sintex, sooth per tubesuperior quality, hexa blade superior quality, hexa frame superior quality, flush tank superior quality, long bendsuperior quality, pipes 1/2 3/4" ,1" sumrudhi, flow trap prince, bend 4,3prince, ball cock 1/2,3/4,1 parco, tanky nipple 1/2,3/4,1 nike, reducer 1/2,3/4,1 nike, iron hooks superior quality, geyser boltsuperior quality, soap case superior quality, cp cup superior quality, towel ring superior quality, tissue paper holder essel, nut bolt 1/2,3/4,1superior quality, sink steel 18x24 jindal, cp tubesuperior quality, angle value parko/jackwar, gi reducer elbow 1/2,3/4,1superior quality, gi reducer socket 1/2,3/4,1superior quality, mirror shelf superior quality, plane tee 3", 4" prince, main hole cover 12x12 prince, nc putty 200gm superior quality, corner shelf superior quality, bath set completehindware, cp jali superior quality, boosh superior quality, pvc connection 18,2430 superior quality, urinal superior quality, bath room mirrorsuperior quality, waste superior quality, steel commode superior quality, plastic commodesuperior quality, wall tilekajaria/somany, floor tilekajaria/somany, floor tilevertified, marble(granite)black, marbles- white, marbleitly white, white cementbirla, marble beadi

CTN :39423265 Due date: 03 Mar, 202503 Mar, 2025 36.32 Lacs
Tender For filling of available materials and sealing of incline mouth at 30 no incline under badjna colliery, mugma area. - based on analysis, filling with available materials lead - 1 km, providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources), centering and shuttering including strutting, propping etc. and removal of form forwalls any thickness) including attached pilasters, butteresses, plinth and string courses etc., steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.thermo-mechanically treated bars of grade fe-500d or more., total impact of gst for the purpose of ctc

CTN :39387314 Due date: 25 Feb, 202525 Feb, 2025 10.00 Crore
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 Due date: 25 Feb, 202525 Feb, 2025 25.82 Crore
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

CTN :39387666 Due date: 25 Feb, 202525 Feb, 2025 3.49 Lacs
Tender For supply, collection and carriage of bajri 11.2mm, 13.2mm gauge and stone metal for the psd ii bawal re-invited

CTN :39387667 Due date: 25 Feb, 202525 Feb, 2025 3.72 Lacs
Tender For supply, collection and carriage of bajri 11.2mm, 13.2mm gauge and stone for the psd dharuhera p-iv re-invited

CTN :39387688 Due date: 25 Feb, 202525 Feb, 2025 2.00 Lacs
Tender For supply collection and carriage of bajri 11.2mm 13.2mm gauge stone metal 53-22.4mm at psd 1 rewari re-invited

CTN :39387738 Due date: 25 Feb, 202525 Feb, 2025 19.99 Lacs
Tender For advance collection of material for provincial sub division no. 3, pwd bandr jhajjar under provincial division, pwd bandr jhajjar for the year 2024-25 in jhajjar distt. (dumped at chhuchakwas store) group-3 - collection and carriage of machine crushed bajri 11.2mm nominal size from any approved crusher zone passing 100% through 13.2mm. sieve and retained on 5.6mm sieve free from dirt, clay leaves, alongated or flaky pieces soft or disintegrated stone salt, alkali, vegetable matter dust and adherent coatings. the grit shall be posses slow porosity and good hydrophilic characteristics that it shall have greater affinity of bitumen and shall retain a film of bitumen even in the presence of water. the absorption shall not ordinary exceed one percent. the bajri shall be supplied and stacked in store in stacks in 5m x 2m x 1m stacks and fully conforming to specifications for road and bridge works issued by the ministry of surface transport (road wing) 5% deduction in volume computed by stacks measurements shall be made to arrive at the volume to be paid for. (n/s.)., supply, carriage and collection of crushed or broken stone aggregate 53mm to 22.4mm gauge (g-ii) from kalyana/kheri butter or nearest approved quarry in accordance with the specifications laid down in specification no. 3.64 of pwd specifications 1990 ist edition and conforming to grading given in the table as given below. the material shall be stacked in store in stacks of the 2mx1.5mx0.35 m sizes or as desired by the engineer-in- charge. the actual volume of this aggregate deduction ten percent (10%) from the volume computed by stack measurements as per clause 404.(n/s).

CTN :39387740 Due date: 25 Feb, 202525 Feb, 2025 13.99 Lacs
Tender For advance collection of material for provincial sub division no. 2, pwd bandr beri under provincial division, pwd bandr jhajjar for the year 2024-25 in jhajjar distt. (dumped at dujana store) group-3 - collection and carriage of machine crushed bajri 11.2mm nominal size from any approved crusher zone passing 100% through 13.2mm. sieve and retained on 5.6mm sieve free from dirt, clay leaves, alongated or flaky pieces soft or disintegrated stone salt, alkali, vegetable matter dust and adherent coatings. the grit shall be posses slow porosity and good hydrophilic characteristics that it shall have greater affinity of bitumen and shall retain a film of bitumen even in the presence of water. the absorption shall not ordinary exceed one percent. the bajri shall be supplied and stacked in store in stacks in 5m x 2m x 1m stacks and fully conforming to specifications for road and bridge works issued by the ministry of surface transport (road wing) 5% deduction in volume computed by stacks measurements shall be made to arrive at the volume to be paid for. (n/s.)., supply, carriage and collection of crushed or broken stone aggregate 53mm to 22.4mm gauge (g-ii) from kalyana/kheri butter or nearest approved quarry in accordance with the specifications laid down in specification no. 3.64 of pwd specifications 1990 ist edition and conforming to grading given in the table as given below. the material shall be stacked in store in stacks of the 2mx1.5mx0.35 m sizes or as desired by the engineer-in- charge. the actual volume of this aggregate deduction ten percent (10%) from the volume computed by stack measurements as per clause 404.(n/s).

CTN :39387746 Due date: 25 Feb, 202525 Feb, 2025 19.99 Lacs
Tender For advance collection of material for provincial sub division no. 5, pwd bandr jhajjar under provincial division, pwd bandr jhajjar for the year 2024-25 in jhajjar distt. (dumped at badli store) group-3 - collection and carriage of machine crushed bajri 11.2mm nominal size from any approved crusher zone passing 100% through 13.2mm. sieve and retained on 5.6mm sieve free from dirt, clay leaves, alongated or flaky pieces soft or disintegrated stone salt, alkali, vegetable matter dust and adherent coatings. the grit shall be posses slow porosity and good hydrophilic characteristics that it shall have greater affinity of bitumen and shall retain a film of bitumen even in the presence of water. the absorption shall not ordinary exceed one percent. the bajri shall be supplied and stacked in store in stacks in 5m x 2m x 1m stacks and fully conforming to specifications for road and bridge works issued by the ministry of surface transport (road wing) 5% deduction in volume computed by stacks measurements shall be made to arrive at the volume to be paid for. (n/s.)., supply, carriage and collection of crushed or broken stone aggregate 53mm to 22.4mm gauge (g-ii) from kalyana/kheri butter or nearest approved quarry in accordance with the specifications laid down in specification no. 3.64 of pwd specifications 1990 ist edition and conforming to grading given in the table as given below. the material shall be stacked in store in stacks of the 2mx1.5mx0.35 m sizes or as desired by the engineer-in- charge. the actual volume of this aggregate deduction ten percent (10%) from the volume computed by stack measurements as per clause 404.(n/s).
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