Latest bitumen membrane Tenders | Government bitumen membrane Tenders

CTN :41274944

11 Aug, 2025 32.14 Lacs

Baramulla - Jammu And Kashmir

Tender For supply of svl pd with integ power mgt sys - quick setting compound rapidite confirming to is specification. , natural sand. , aggregate 20mm. , aggregate 40mm. , load bearing concrete pcc soild blocks , integral water proofing compound , reinforcement. tmt steel bars 16 mm dia bar for rcc roof band , reinforcement. tmt steel bars 12 mm dia bar for rcc roof band , reinforcement.tmt steel bars 10 mm dia bar for rcc roof band , reinforcement.tmt steel bars 8 mm dia bar for rcc roof band , ms binding wire not less than 0.9mm dia annealed conforming to relevant is , ply wood 1.50m x 0.20 m and 12mm thick for shuttering of rcc roof band. , ply wood 10 mm thick as per requirement for flat surface , ismb 150 rsj 150 x 75mm 3.5 m long , ismb 150 rsj 150 x 75mm 1.20 m long , steel roofing trough srt of size 1630 x 613 x 180mm made out of 2mm thick hot , hdpe laminated sand bags of size 75 x 40cm sand colour and each bag having weight not less than 75 gms , pbs roll self finished tarfelt hessian base for water proofing grade- 1 . , silicone gel sealant of 01 pack of 400 gms including applicator gun , bitumen for filling of expansion joint of pcc , hdpe sheet having weight 100 gm sqm in black colour of width 5.50mm , pre fabricated steel window loop hole of size 600mm x450mm shall be provided with amn pd. , pre prefabricated steel door , pre fabricated steel shutter loop hole of size 2200mm x600mm shall be provided with svl pd. , pre fabricated steel shutter loop hole of size 1200mm x600mm shall be provided with svl pd. , ci grating of size 300 x 300 mm with frame not less than 4 kg. , pvc swr pipe 110 mm dia single socketed 3 mtr long , synthetic enamel paint colour og chocolate , red oxide primer conforming to relevant , oil bound distemper of approved brand. , thinner make asian berge shalimar. , chalk white , cement base paint. make duracem snowcem british xtracem , 10 mm thick base plate 400x400 for column , column ismb 250x175 56.90kg rm 3 mtr long , beam ismb200x100mm 25.40kg rm for first floor and roof 2.4 04 nosmtr long , beam ismb150x75mm 15kg rm for first floor and roof 2.4 04 nos and 2.2 04 nos mtr long , 8 mm thick ms plate connection between column and ismb 200x200mm , normal nut bolts 150mm long 16mm dia , 8mm thick ms plate for first floor 2.4 x 2.2mtr , 6 mm thick gable side wall ms sheet 14 nos 2.40x0.30m and 7 nos 2.20x.30m , ms steel angle 65x65x6mm 5.80kg rm for stair case , column shs 75x75mm 04 nos 3mtr length , beam shs 45x45mm 05 nos 2.40 mtr length , 8mm thick ms plate 150x150mm connection between column and beam , cgi sheet 3mtr x 1 mtr , 8mm thick ms plate 0.15 x 0.15mtr , normal nut bolts 150mm long 12mm dia , foundation bolt 450 mm long dia 16mm , pvc cable insulated and pvc sheathed 10 sq mm 2 core , switch socket combination 16 amp 3 pin , switch socket combination 5 6 amp one way , t w switch board 10 inch x8 inch , t w switch board 7 inch x4 inch , t w switch board 4 inch x4 inch , main swithch 32 amp two pole 240 v , change over switch 16 amp two pole 240 v conforming to is making havells standard , led tube light fitting 1x18 w 4 feet long complete with all accessories incl tube rod , led bulb 20 w , flexible wire twin core 23 00076 conforming to is 9537 pt iii 1983 , pvc conduit pipe 20 mm dia conforming to is 9537 pt iii 1983 , pvc l bend for 20 mm conduit pipe 20 mm dia , pvc round block squareblock rectangle block for mounting of switches socket etc. , ms screw 20 mm conforming to revelent is pkt of 100 nos , ms screw 25 mm conforming to revelent is pkt of 100 nos , tape insulation in 2 cm width 10 mtr roll confirming to isi 12714 , pvc saddle clip 20 mmconforming to is 3419 1976 , pendent holder bakelite , pvc insulated cable and pvc sheathed 2.5 sq mm 1 core copper conductor conforming to is 694 1990 , mcb 16 amp double pole 240v confirming to is 8823 1978 , mcb 6 amp two pole 240 v , mcb distribution bds 8 way single door with blank , switch socket combination 6 amp 3 pin , pvc junction box 2 to

CTN :41003723

01 Aug, 2025 NA

Chamoli - Uttarakhand

Tender For bid to ras provn of 02 x living orl 20 men - fabrication and supplying of structural stores for orl 20 men of size 12000mm x 6000mm , wall panel compatible to structure as per ts , roof set 0.60mm thick pre colour coated pre profiled steel sheets green colour of size 1.00 m x 13 feet , roof set 0.60mm thick pre colour coated pre profiled steel sheets green colour of size 1.00m x 10 feet , ridge cover will be of 0.60mm thick and 1800mm wide tct sheet , puf insulated sandwich puf panels , aluminium frame windows of size 1200mm x 1200mm alongwith wire mesh and sliding shutters of 5mm thick toughened glass , fixed aluminium frame of 900x900mm along with 6mm thick acrylic sheet glazing to the entire length of the verandah , aluminium door single shutter of size 900mm x 2100mm , puf insulation door single shutter of size 900mm x 2100mm , sunshades of size 1500 mm x 500 mm , self tapping screw 1 inch long , self tapping screw 2 inch long , self tapping screw 3inch long , star screw half inch of isi mark pkt of 300 nos , screw 1 inch of isi mark pkt of 300 nos , nut and bolts 8mm dia 60mm long with washer , nuts and bolts 12mm dia 25mm long with washer , led tube light complete set 20w 4 feet long , switch piano flush type 5 amp , switch socket combination 5 amp 5 with pvc box pin , switch socket combination 2 in 1 as per ts , pvc switch board 8 feet x10 feet isi mark , pvc switch board 6 inch x4 inch isi mark , pvc casing and capping of size 25 mm , pvc casing capping tee bend make , pvc casing capping l bend make , pvc square box 4 inch x4 inch , wire single core copper conductor 1.5 sqmm , wire single core copper conductor 2.5 sqmm , mcb box 6 way double door , mcb 10-32 amp sp , wire 02 core 6 sqmm copper as per ts , insulation tape half inch x 25 mtr with isi mark , pvc earthing cable 1 sqmm , ceiling rose , change over switch 32 amp dp , gi wire 14swg , black screw 15mm pkt of 500 nos , flexible conduit pipe 20mm dia , led bulk head fitting , lightening conductor jelly filled complete set , double bunk of size 6 feet x 3 feet , steel locker of size 750x600x950mm half hanging and half shelving , looking mirror of size 1200x750 x 3.5mm , provision of fire extinguisher 6.0 kgs abc dry powder stored pressure type , 25 mm dia drapery rod 1500mm each with both end socket and brackets , 3 kw roof top solar system on the roof , water dispenser mini magic super tt of capacity 20 ltr with bottle , cement in polythene bags 50 kgs opc 53 grade , crushed stone aggregate 20 mm graded confirming to is 383 to 1970 , coarse sand confirming to is 383 to 1970 , hard core of broken stone aggregate of size 45 to 63 mm , cement white make , vitrified colour tiles 8 to 10 mm thick square or rectangular polished area of each tiles not exceeding 0.36 sqm including colour pigment as required for joints. , quick setting compound , water proofing compound , 3mm thick app membrane as per ts , bitumen primer ready to apply for laying of app membrane , silicon sealant with gun , multipurpose expandable pu foam as per ts , connected stores as per final design

Corporations / Associations / Others

CTN :41221206

01 Aug, 2025 9.45 Lacs

Chennai - Tamil Nadu

Tender For supply of 8.5mt of bitumen based lt cable compound required for maintenance of street lights for zones 1 to 15

Central Government/Public Sector

CTN :41099781

02 Aug, 2025 NA

Bardhaman - West Bengal

Tender For corrigendum : supply of compound, asphaltic bitumen, gr: itc , compound, openable, code: anabond 901b

CTN :41166591

29 Jul, 2025 12.56 Crore

Araria - Bihar

Tender For rrsmp/25-26 araria/10 - pmgsy bhika more to barbanna mmgsy via bhika west, clearing and grubbing :- 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, 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(grade ii) :- 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., water bound macadam gr iii :- 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., prime coat :- 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., 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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., pavement quality concrete (pqc) :- construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703., km stone, 200 m stone, retro-reflectorised traffic signsproviding and erecting direction and place identification retro-\reflectorised sign as per irc:67 made of

CTN :41166604

29 Jul, 2025 13.51 Crore

Patna - Bihar

Tender For rrsmp/25-26 chakia/01 - madhuban p.w.d. path kishori dev ke ghar se to babu tola baragovind, 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, 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., 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., 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., 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., 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., 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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing, reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703., ii) km stone, iii) 200 m stone, providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and

CTN :41166606

29 Jul, 2025 36.53 Crore

Patna - Bihar

Tender For rrsmp/25-26 chakia/02 - ahimanwa pakki path to brahm toli hote hue sita ram mahto ke ghar tak, 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, 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., 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., 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., 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., 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., 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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing, reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703., ii) km stone, iii) 200 m stone, providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings an

CTN :41166607

29 Jul, 2025 5.33 Crore

Patna - Bihar

Tender For rrsmp/25-26 chakia/04 - bakhri parsauni p.m.g.s.y to rajua bakhri, 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, 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., 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., 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., 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., 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., 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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing, reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703., ii) km stone, iii) 200 m stone, providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification cl

CTN :41166608

29 Jul, 2025 5.68 Crore

Patna - Bihar

Tender For rrsmp-25-26 chakia-03 - dekha bandh to ajit singh ke tola tak, 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, 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., cement cuncrete, reinforced cement concrete, 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 (stone masonary/brick masonary), 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., 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., 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., 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., 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., 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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of un-reinforced, plain cement concrete pavement (m35 grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing, reinforced

CTN :41166623

29 Jul, 2025 12.58 Crore

Patna - Bihar

Tender For rrsmp/25-26 gogri/02 - name of road - nh31 (thatha) - garhia, 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, 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., 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. grading - ii, wbm grading - iii - 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., 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., 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., 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., 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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 508 complete in all respects., construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, km stone- reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703., 200 m st

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Corporations / Associations / Others

Central Government/Public Sector