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Tack Coat Tenders

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Bid Submission Date Range
Tender Value

State Government

CTN :40022313 Due date: 29 Apr, 202529 Apr, 2025 14.46 Lacs
Tender For corrigendum : the estimate includes items of excavation of earth backfilling with granular materia gsb wmm applying primer coat and tack coat bm bc

State Government

CTN :40144395 Due date: 03 May, 202503 May, 2025 84.70 Lacs
Tender For providing periodical maintanance of baghi khadrala sungari rohru road km 000 to 67000 sh providing and laying prime coat tack coat 25mm thick bc km 32000 to 38000 with single side marking retroreflective under mdr road

CTN :40144876 Due date: 03 May, 202503 May, 2025 41.96 Lacs
Tender For earthwork, wbm, b.c., tack coat, pipe culvert, road safety fixtures

CTN :40144886 Due date: 03 May, 202503 May, 2025 46.57 Lacs
Tender For earthwork,wbm,tack coat,bc, paver blocks, pipe culvert, road safety fixtures.

Corporations And Associations And Others

CTN :40104362 Due date: 05 May, 202505 May, 2025 75.48 Lacs
Tender For special repair of roads sector 1 panchkula providing and laying of tack coat and bituminous concrete including maintenance and defect liability period for three years free of cost

State Government

CTN :40007626 Due date: 28 Apr, 202528 Apr, 2025 37.57 Lacs
Tender For corrigendum : providing and laying built-up spray grout, tack coat, bituminous concrete 25 mm thick and thermoplastic strip in km 12/00 to 13/00, 13/00 to 14/00 and 14/00 to 15/00

State Government

CTN :40007628 Due date: 28 Apr, 202528 Apr, 2025 25.30 Lacs
Tender For corrigendum : providing and laying built-up spray grout, tack coat, bituminous concrete 25 mm thick and thermoplastic strip in km 7/0 to 8/0 and 8/0 to 9/0

State Government

CTN :40007630 Due date: 28 Apr, 202528 Apr, 2025 25.12 Lacs
Tender For corrigendum : providing and laying built-up spray grout, tack coat, bituminous concrete 25 mm thick and thermoplastic strip in km 8/0 to 9/0 and 9/0 to 10/0

State Government

CTN :40093299 Due date: 13 May, 202513 May, 2025 2.00 Crore
Tender For supplying and stacking various types of building, roads & other construction materials, at various places of taluka tilakwada under taluka panchayat, tilakwada under mgnrega (annual unit rate) - cement (isi 53 grade opc), white cement, coarse sand 5.0k.m. 05k.m. -10 k.m. 10k.m. -15 k.m. 15k.m. -25 k.m. 25k.m. -50 k.m. 50k.m. -100k.m., fine sand 5.0k.m. 05k.m. -10 k.m. 10k.m. -15 k.m. 15k.m. -25 k.m. 25k.m. -50 k.m. 50k.m. -100k.m., brickaggregate 40mm size 5.0k.m. 05k.m. -10 k.m. 10k.m. -15 k.m. 15k.m. -25 k.m. 25k.m. -50 k.m. 50k.m. -100k.m., brickbats20mm 5.0k.m. 05k.m. -10 k.m. 10k.m. -15 k.m. 15k.m. -25 k.m. 25k.m. -50 k.m. 50k.m. -100k.m., common burnt clay bricks conventional size 5.0k.m. 05k.m. -10 k.m. 10k.m. -15 k.m. 15k.m. -25 k.m. 25k.m. -50 k.m. 50k.m. -100k.m. flyashbrick 5.0k.m. 05k.m. -10 k.m. 10k.m. -15 k.m. 15k.m. -25 k.m. 25k.m. -50 k.m. 50k.m. -100k.m., hand broken stone aggregate 25mm size to 90mm size 5.0k.m. 05k.m. -10 k.m. 10k.m. -15 k.m. 15k.m. -25 k.m. 25k.m. -50 k.m. 50k.m. -100k.m., hand broken stone aggregate 40 mm size to 63mm size. 5.0k.m. 05k.m. -10 k.m. 10k.m. -15 k.m. 15k.m. -25 k.m. 25k.m. -50 k.m. 50k.m. -100k.m., crushed stone aggregate for hard quality10 to 20mm size 5.0k.m. 05k.m. -10 k.m. 10k.m. -15 k.m. 15k.m. -25 k.m. 25k.m. -50 k.m. 50k.m. -100k.m., crushed stone aggregate for hard quality 40mm size 5.0k.m. 05k.m. -10 k.m. 10k.m. -15 k.m. 15k.m. -25 k.m. 25k.m. -50 k.m. 50k.m. -100k.m., crushed stone aggregate for hard quality 40mm to 63mm size 5.0k.m. 05k.m. -10 k.m. 10k.m. -15 k.m. 15k.m. -25 k.m. 25k.m. -50 k.m. 50k.m. -100k.m., crushed stoneaggregate for hard quality 6 to 10mm size 5.0k.m. 05k.m. -10 k.m. 10k.m. -15 k.m. 15k.m. -25 k.m. 25k.m. -50 k.m. 50k.m. -100k.m., quarryspall 5.0k.m. 05k.m. -10 k.m. 10k.m. -15 k.m. 15k.m. -25 k.m. 25k.m. -50 k.m. 50k.m. -100k.m., murrum/bindingmaterial rubble 5.0k.m. 05k.m. -10 k.m. 10k.m. -15 k.m. 15k.m. -25 k.m. 25k.m. -50 k.m. 50k.m. -100k.m., rubble(heavy)at not less than40kg. 5.0k.m. 05k.m. -10 k.m. 10k.m. -15 k.m. 15k.m. -25 k.m. 25k.m. -50 k.m. 50k.m. -100k.m., t.m.t.barsfe- 415, tmt bar - fe 500 d, mild steel bars, white bela stone (size to be measured) 23 cm, stone dust, vitryfied granite tiles 8 mm to 10m thick 24 x 24 size dark shade, ceramic tiles, hard murrum, polished kota stone slab green. 25 mm thick, oil bound distemper (two coats) including primer, water proofing cement paint, white lime ( white washing), dry distemper, birla or asian acrylic lapy (putty), weather proof acrylic exterior emulsion paint, binding wire of 18 gauge thick annealed iron, paver block m200 grade 60mm thick, paver block m250 grade 60mm thick, white vitriousching w.c. sqatting pan (india type), urinal ladies squatting pan, urinal squatting type, flat back wash basin colour glazed 550 x 400 size, p.v.c. pipes 6 kgf / sq.cm. 110 mm dia., p.v.c. pipes 6 kgf / sq.cm. 50mm dia., p.v.c. pipes 6 kgf / sq.cm. 75mm dia., u pvc sch40 for cold water 25 mm dia (1)", u pvc sch40 for cold water 32 mm dia (1 1/4)", u pvc sch40 for cold water 40 mm dia (1 1/2)", u pvc sch40 for cold water 50 mm dia (2)", stone slab 100mm thickness, gun metal wheel valve (i) 15 mm diameter., gun metal wheel valve (i) 20 mm diameter., gun metal wheel valve (i) 35mm diameter., gully trap 100mm x 100 mm size., c.i. nahni trap, c.p. brass 1/2 turn flush cock 20 mm dia, c.p. brass 1/2 turn flush cock 25 mm dia, brass screw down bib type. 15mm dia., brass screw down bib type. 20mm dia, pvc water tank, ceiling fan with double ball bearing isi mark with condenser a.c. 23ov.50 c/s.1200 mm., providing 2.5mm.thick laminated acrylic sheet to cover the fan hook or fan box., approved make cfl retrofit 5 / 7 / 9 /11 watt, erected if required, 18-20 watts, surge - 2kv,ip-20, conventional 4 feet, moduler switch board (including plugs and regulators) 6 switch (isi mark), moduler switch board (including plugs and regulators) 4 switch (isi mark), holders for lamp, tubelight& fan) isi mark (standard

CTN :40085821 Due date: 29 Apr, 202529 Apr, 2025 7.14 Crore
Tender For rrsmp/25-26 biharsharif/03 - name of road - nh-82 soyba to masiya road , length- 8.20km .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 cement concrete pavements by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately., scarifying the existing bituminous road surface 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 embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 100 m as per technical specification clause 301.5, construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5, 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 wh
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