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Tack Coat Tenders

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Bid Submission Date Range
Tender Value

State Government

CTN :38985316 Due date: 05 Feb, 202505 Feb, 2025 6.86 Lacs
Tender For urgent maintenance gakulnagar panchavat area from nh 208 to house of biswant deb house l 0 10 km during the year 2024 25 under the jurisdiction of ganganagar pwd r and b sub division under kumarghat division sh stripping soling wbm tack coat

State Government

CTN :38939007 Due date: 21 Jan, 202521 Jan, 2025 14.01 Lacs
Tender For p/l g-ii, g-iii, primer coat, tack coat, premix carpet and seal coat at rd 1/825 to 2/225 and construction of drain at various rds

State Government

CTN :38939008 Due date: 21 Jan, 202521 Jan, 2025 13.79 Lacs
Tender For p/l gsb, g-ii, g-iii, primer coat, tack coat, premix carpet and seal coat at rd 1/00 to 1/200, construction of r/wall at rd 1/100 to 1/120 and parapets at rd 1/00 to 1/200

CTN :38950537 Due date: 22 Jan, 202522 Jan, 2025 4.23 Lacs
Tender For re-tarring of the existing road is proposed for a length of 308m and existing carriage width of 3.80m from chainage 0 to 308m.items for penetration macadam,tack coatand mss are included in the estimate.

corporations/Associations/Others

CTN :38776063 Due date: 20 Jan, 202520 Jan, 2025 21.11 Crore
Tender For corrigendum : construction of road layers from sub grade to binder/wearing course, carpeting / recarpeting having width 24.00 mts. and above tp/non tp road in newly added villages (pasodara, laskana, kathodara, khadsad,valak, bhada, abrama,valenja etc.) falling in new east (sarthana) zone-b of surat city by contractor's own batch mix type hot mix plant and wmm plant to be installed within surat city limit with sensor operator paver finisher with contractor's own machinery and mobile laboratory including construction/repair of footpath, divider, water table and providing & laying/fixing of pavement markings, road studs, road signages with other traffic safety measures.

CTN :38919810 Due date: 01 Feb, 202501 Feb, 2025 10.54 Crore
Tender For surfacing works of gsb 15 cm thick, wbm 75 mm thick, dbm 50 mm thick and bc 40 mm thick with tack coat and prime coat as per morth specifications between km 0 to 10pt650 on silger puwarti road in chhattisgarh state to nhsl specification

CTN :38927285 Due date: 20 Jan, 202520 Jan, 2025 6.08 Lacs
Tender For repair and painting work of divider from khandari square to nagla budhi square on kendriya hindi sansthan road under hariparvat zone.

CTN :38933610 Due date: 01 Feb, 202501 Feb, 2025 9.81 Crore
Tender For pdg and lyg of hmp ready mix bc 30 mm th incl cleaning rd surface applying tack coat, correction wks with bm 75 mm for re-surf wks on various loc km 1.620 to km 91.580 (net length 39.042 km) on l-d-p rd under 71 rcc project psk in mizoram state

CTN :38933619 Due date: 01 Feb, 202501 Feb, 2025 15.04 Crore
Tender For pdg and lyg of hmp ready mix bc 30 mm th incl cleaning rd surface applying tack coat, correction wks with bm 75 mm for re-surf wks on various loc km 0.00 to km 136.550 (net length 59.847 km) on h-s-s rd under 71 rcc project psk in mizoram state

Central Government/Public Sector

CTN :38589586 Due date: 25 Jan, 202525 Jan, 2025 25.33 Lacs
Tender For corrigendum : construction of bituminous road near simanal at mohuldih mines - ew in excavation by mechanical meansby hydraulic excavator mannual means in foundtion trenches or drains not exceeding 1.5m in width on 10 sq m on plan including dressing of sides and ramming of bottom lift up to1.5m , including getting out the excaveted soil as directed with in lead of 50 m. all kind of soil. , filling avaible excavated earth excavated rock in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidation each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m. , supply and stacking at site.as per most specification. a. 90mm to 45 mm size stone aggregate , supply and stacking at site.as per most specification. b. 63 mm to 50 mm size stone aggregate , supply and stacking at site.as per most specification. c. 53 mm t 22.4 mm size stone aggregate , preparation and consolidation of sub grade with power road roller of 8 to10 tonne capacity after excavating earth to an average of 22.5 cm depth dressing to camber and consolidating with road roller including making good the undulations etc. andre-rolling the sub grade and disposal of surplus earth with lead up to 50 meters. , laying spreading and compacting stone aggregate of specified size to wbm specifacation in uniform thickness hand pickingrolling with 3 wheeled road or vbratory roller 8 to 10 tonne capacity in stage to proper grade to camber applying and brooming requsite type of screening binding material to fill up interstick to coarse aggregate watering and comacting to the requirwd density. , scarifying metelled water bond road surface including disposal of rubbish , lead up to 50 m and consolidation of the aggergate received from scarifying with power road roller of 8 to10 tonne capacity. , surface dressing on new surface with paving bitumen of grade vg10 of approved quality using 2.25kg of bitumin per sqm with 1.65 cub of stone chippings 13.2mm nominal size per 100 sq of road surface including consolidation with road roller of 6 to 8 tonne capacity etc. complete. , providing and applying tack coat using hot straight run bitumen of grade vg10 including heating of the bitumen spreying the bitumin with mechanically operated spery unit fitted on bitumen boiler cleaning andpreparing the existing road surface as per specification. a. on wbm at the rate of 0.075 kg per sqm , providing and applying tack coat using hot straight run bitumen of grade vg10 including heating of the bitumen spreying the bitumin with mechanically operated spery unit fitted on bitumen boiler cleaning andpreparing the existing road surface as per specification. b. on bituminous surface at the rate of 0.050 kg per sqm , providing and laying bitumen penetration macadam with hard stone aggregate of quality size and grading as specified with bitumen of suitable penetration grade including required key aggregate as specified spreading coarse aggregate with the help of self propelled or tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy. a. for 50mm compacted thickness using coarse aggregate of size 50 to 20mm graded at the rate of 0. cum per 10 sqm key aggregate of size 12.5mm graded at the rate of0.15 cum per 10 sqm with paving asphalt grade vg10 at the rate of 50 kg per 10 sqm. , providing and laying bitumen penetration macadam with hard stone aggregate of quality size and grading as specified with bitumen of suitable penetration grade including required key aggregate as specified spreading coarse aggregate with the help of self propelled or tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete including co
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