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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
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
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
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).
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).
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).