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List of tack-coat Tenders

List of latest tack-coat Tenders in Indian Tenders. Click on any tack-coat Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for tack-coat Tenders.

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Central Government/Public Sector

TRN :35578970 | 20 Oct, 2025

Tender Value : 0

Kanpur - Uttar Pradesh

Tender for gem bids for bib cock cp 15mm, cp pillar cock 15mm bore, cp anglevalve 15mm, cp shower rose fancy type, cp towel ring, cptowel rail 60 cm long, cp telephonic showers, cp coupling32mm, cp swan neck pillar tap 15mm, cp bib cock 15mmshort body, cp bib cock 15mm long body, cp bottle trap32mm, cabinet mirror pvc, gi elbow 15mm dia isi marked, gi elbow 20mm dia isi marked, elbow reducing 20x15mm, gi socket isi marked for 15 mm dia pipe., gi socket isimarked for 20 mm dia pipe., gi bend 15mm dia isi marked., gi union 15mm isi marked, gi union 20mm isi marked, gitee 15mm dia isi marked, gi tee 20mm dia isi marked, hexa nipple gi 15mm dia isi marked, plug gi 15mm borepipe isi marked., kitchen plat rack of stain less steel overall size 31 x 30 x 10 inch, pvc ball valves 15mm bore ptmtwith epoxy coated aluminiumrod and high density plasticball, pvc ball valves 20mm bore ptmt with epoxy coatedaluminiumrod and high density plastic ball, pvc bib cockcobra series quarter turn suitable for 15mm dia bore pipe, ms sliding door bolt 300mm long and 16mm dia of bolt, al.tower bolt 150mm long isi marked, m s tower bolt 200mm long, galvanised ms wire cloth 0.56mm nominal dia ofwire and average width of aperture 1.18mm, ss aisi 304coloured coated sink with drainage board made out of 1mmthick steel sheet for kitchen 940mmx455mm with bowl size405mmx355mmx178mm, stainless steel aisi 304 colouredcoated sink without drainage board made out of 1mm thick495mmx420mm with bowl size 405mmx3550mm, plasticwater closet seat cover suitable for europian type wc, plastic water closet seat cover suitable for europian type, pvc low level flushing cistern 9 to 10ltr capacity, hydraulicdoor closer suitable for door size upto 1000mm max maxdoor weight 90 kg normal coloured, wall mixer withtelephonic or long bend arrangement with ligset and wallflange, without hand shower and tube brass c.p., vitreouschina coloured whb size 580mmx450mm, grating doom125mm dia with waste hole of ptmt, wall mixture set withhand shower, flexible pipe, adjustable wall, bracket, elbow, comply and over head shower set 15mm, cp brass, looking mirror 600mm x 450mm x 5mm beveled edge ofselected quality glass mounted on commercial plywood, basin single lever mixture swivel 15 pipe mm, cp wallmixture brass three in one for 15mm bore pipe with leg setand metal flange, floor door stopper aluminium superiorquality of size 100mm, pvc flexible waste pipe 32mm dia, pvc connections 15mm size with ptmt nuts of length450mm, rotational moulded polyethylene water storagetanks 500 ltr capacity, butt hinges ms 75mm isi marked, butt hinges ms 50mm isi marked, butt hinges ms 25mm isimarked, fevicol 1 kg pack make modi or pidilite, nail tackcut of size 20mm, nail 17 no, nails wire 30 mm, nails wire40 mm, nails wire 60 mm, screw wood steel 20mm, screwwood steel 12 mm, screw wood steel 60mm, screw woodsteel 25mm, screw wood steel 35mm, screw wood steel75mm, ply wood commercial size 7x3x12mm bwr

State Government

TRN :35564545 | 15 Oct, 2025

Tender Value : 80.00 Lacs

Shimla - Himachal Pradesh

Tender for r/r damages on parwanoo kasauli dharampur subathu solan road km 0/00 to 58/320 sh- improvement and strengthening of damaged portin of road by providing wbm g-iii, prime coat, tack coat, 300 thick bc and crash barrier between km 19/00 to 22/00 un r/r damages on parwanoo kasauli dharampur subathu solan road km 0/00 to 58/320

State Government

TRN :35558010 | 16 Oct, 2025

Tender Value : 2.80 Crore

Bikaner - Rajasthan

Tender for excavation in cutting in soil by manual means with lead upto 50 m 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 morth specification clause 301.3 carriage of earth sand line murom with all leads construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount 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 morth specification clause 401. for grading iii material 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 & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per morth specification clause 404. 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 2 as per morth specification clause 404. using crusher borken aggregate by mechanical means providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base (wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 providing and laying bituminous concrete with 100-120tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder minimum @ 5.2 & 5.4 percent 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 specifications clause 507 complete in all respects for grading-i (19 mm nominal size) bitumen (vg-30) providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total 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 specifications clause 505 complete in all respects. bitumen (vg-30) grading - i (37.50 mm (nominal size)) marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. excavation in cutting in soil by manual means with lead upto 50 m 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 morth specification clause 301.3 providing and laying in position cement concrete including curing, compaction etc complete in specified grade excluding the cost of centering and shuttering- all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). construction of un-reinforced, plain cement concrete pavement m30 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per clause 602, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic batching plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid with a fixed form paver (laying and fixing of 150 micron thick polythene film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). providing and laying of paver block as per is 15658 : 2006 (indian standard for precast concrete block for paving- specification) and irc : sp:63-2004 (guidelines for the use of interlocking concrete block pavement) m-40,80mm thick to be used in medium- traffic ( medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 kn laden weight, or an equivalent of 0.5 to 2.0 msa for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc category a denated units to key into each other on four faces zigzag shape as per irc sp 63:2004

Central Government/Public Sector

TRN :35524207 | 15 Nov, 2025

Tender Value : 15.60 Crore

Rajouri - Jammu And Kashmir

Tender for provid nd lay of 30 mm thick comp bc and corrn wrk with bm of 50mm thk comp incl tack coat aw road marking with thermoplastic paint as per morth specn on road pir ki gali bafliaz betn km 45pt00 to km 81pt640 total 64pt58 km eqvt cl9 for resurf wks du provid nd lay of 30 mm thick comp bc and corrn wrk with bm of 50mm thk comp incl tack coat aw road marking with thermoplastic paint as per morth specn on road pir ki gali bafliaz betn km 45pt00 to km 81pt640 total 64pt58 km eqvt cl9 for resurf wks d

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