Latest road divider repair Tenders | Government road divider repair Tenders

corporations/Associations/Others

CTN :41276651

05 Aug, 2025 3.00 Lacs

Tiruppur - Tamil Nadu

Tender For providing and laying, spreading and compacting for wet mix macadam at uppupalayam road sakthi nagar south 4th street uppupalayam road sakthi nagar south 3rd street and uppupalayam road sakthi nagar south 1st street

CTN :41222706

11 Aug, 2025 2.53 Lacs

Guntur - Andhra Pradesh

Tender For providing culvert & wet mix road from kommuri anil (h) to nuthakki mohanrao (h) in pullaiah nagar in kaza of mangalagiri tadepalli municipal corporation under municipal general funds

State Government

CTN :41236556

11 Aug, 2025 98.35 Lacs

Multi City - Karnataka

Tender For providing and laying of wet mix macadam for the work of 600mm dia ms water supply pipeline from boots show room mkk road, navarang theater to golden heights, 5th block, dr rajkumar road coming under rajajinagara service station area of aeenw-1 sub division

State Government

CTN :41143100

31 Jul, 2025 2.00 Crore

Rajauri - Jammu And Kashmir

Tender For corrigendum : macadamization of road from gujral chowk to hanjana bridge by way of providing/laying wbm grade-ii (shingling), wet mix macadam, 50mm thick bituminous macadam, 25mm thick ogpc with seal coat and 80mm paver block.

CTN :41206733

05 Aug, 2025 40.46 Lacs

Guntur - Andhra Pradesh

Tender For providing cc road,pipeline from ramaniyam kalyana mandapam to siri lakshmi residency and providing pipeline from mourya palace junction to jai sai ram heights in pedapalakaluru,wet mix road beside vignan college in pedapalakaluru in div.no.40 in ae-08 section.

CTN :41177763

30 Jul, 2025 NA

Mumbai - Maharashtra

Tender For supplying items for the new integrated high court complex at bandra government colony, cts no. 629/1234/a, bandra (east), mumbai. - all concrete should be admixed with integral hydrophilic crystalline admixture (16bars) reputed makes like bulwark. taskmek, grace or equivalent for reducin permeability by more than 85% when tested as per din 1048 part 5 (after applying cycles of hydrostatic pressure), for self-healing of cracks up to a width of 0.40 mm, for reduced sulphate attack and for high early strength of concrete etc. this should meet the requirements specified in the recommended dosage rate of 1% complete as per manufacturers specifications to the entire satisfaction of engineer-in-charge. hydrophilic crystalline admixture shall also have a corrosion inhibitant property and shall be compatible with any other water reducing concrete chemical admixtures added to concrete for workability purpose. crystalline formation shall be mix of cylindrical & circular in shape to have maximum filling of pores the admixture used shall have manufacturers test reports and approval mandatorily both from iits and irc (indian road congress). approved makes: pidilite/ technonicol/ myk/ mapei, providing & applying 2 components, solvent free, liquid applied elastomeric seamless hybrid polyurea polyurethane membrane, using high pressure plural component spray equipment, to form a minimum system thickness of 1.5 mm in two or more passes with a total consumption of 1.5-1.6 kg / m2. the membrane shall have 100% solids, voc free, tensile strength > 15 mpa as per astm d 412, elongation > 450% as per astm d 412, low temperature crack bridging ability of 3.2mm as per astm c 1305, shore a hardness > 85 astm d 2240, puncture resistance > 1000 n as per astm e 154, water head resistance > 7 bar as per astm d 5385.the coating should pass dynamic crack bridging as per en 1062-7, method b for 20,000 cycles at -20 degree temperature. the membrane shall exhibit 25 years of service life tested and complied in accordance with en 13251:2016 durability certification. apply primer coat of epoxy primer by roller/ airless spray guideline and coverage @ 5-6 m2/ltr depends on porosity of concrete. allow to cure for max 5-6 hours. broadcast anti slip grains of 200-300 micron (dried sand) on wet primer at coverage of 0.8-1 kg/m2 and allow to come to touch dry condition before application of membrane. approved makes: pidilite/ technonicol/ myk/ mapei, supplying and installing 1.5 mm composite thick fully bonded weldable hdpe membrane conforming to is 16471:2017 requirements of ug waterproofing structures, requirements to provide type a fully bonded protection of ug waterproofing structures. the membrane shall exhibit 25 years of service life tested and complied in accordance with en 13251:2016 durability certification. the membrane should be minimum 2.4 m wide comprising of an hdpe layer and a pressure sensitive adhesive layer which is covered by a weatherproof protective layer with lap joint strength at overlaps >15000 n/m astm d 6392:2012. the membrane shall have minimum of 100 mm side and end laps which shall be thermos fused with leister machines at all the joints for assuring watertightness and achieving monolithic membrane. end laps and side laps should be a minimum of 100 mm with double weld system, comprising of two parallel welds of 15 mm wide each with a 20 mm air channel gap in between the two weld lines. the size of the membrane should not be less than 2.4 mtr. x 20 mtr. to minimize the joints. this membrane shall be continued over the vertical surface but terminated minimum 100mm below the top edge of the raft slab/footings and fixed as per recommendation. the hdpe membrane should have the below mentioned technical properties- 1) lap joint(side and end lap) strength at overlaps 15000 n/m astm d 1876 2) resist hydrostatic pressure of 70 m head of water as per astm d5385 3) puncture resistance of 1000 n as per astm e1544) peel adhesion to concrete of 150

State Government

CTN :41179352

30 Jul, 2025 5.82 Lacs

Pattan - Jammu And Kashmir

Tender For macadamization of link road from main mirgund road to h/o altaf hussain ganie by way of 75mm thick wet mix, 50mm thick bt, 25mm thick semi dense with 6mm thick seal coat

CTN :41166611

29 Jul, 2025 34.76 Crore

Patna - Bihar

Tender For rrsmp/25-26 barsoi/03 - abadpur to jagarnathpur, clearing and grubbing road land (by manual means)clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201., scarifying existing bituminous surfacescarifying 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., excavation in soil using hydraulic excavator and tippers with disposal upto 1000 mexcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3, 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 & earthen shoulderconstruction 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 (crushed stone aggregates and local sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with three wheel 80-100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401, ( by mix in place method ) for grading ii material, wbm grading 3providing, 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., a (by manual means ), wmm(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 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503., tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributo

CTN :41166613

29 Jul, 2025 6.58 Crore

Purnea - Bihar

Tender For rrsmp/25-26 purnea/02 - repair of road from jalalgarh railway gumti to mahiyarpur via chauhan tola, clearing and grubbing road land (by manual means)clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201., scarifying existing bituminous surfacescarifying 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 & earthen shoulderconstruction 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 (crushed stone aggregates and local sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with three wheel 80-100 kn static roller capacity to achieve the desired density, complete as per technical specification clause 401, ( by mix in place method ) for grading ii material, wmm(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 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coatproviding and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503., semi-dense bituminous concreteproviding 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., cement concrete/panel concrete pavementconstruction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383 as per actual design mix, processing 28 days minimum compressive strength of 35 (thirty five) mpa and minimum flexural strength of 4.5 (four point five) mpa, 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, constructi

CTN :41166625

29 Jul, 2025 9.76 Crore

Patna - Bihar

Tender For rrsmp/25-26 pakridayal/03 - bakhri arvind singh ke khalihan to digha pokhar, setting out pillars :- providing & fixing of working benchmark pillars 01 nos. per km & 04 nos. of reference pillars required for 1 km. as per drawings given and direction of e/i, clearing and grubbing road landclearing 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 ( by manual means) in area of non-thorny jungle, cutting of trees including cutting of trunks, branches and removal of stumps cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per technical specification clause 201.7, girth above 300 mm to 600 mm, girth above 600 mm to 900 mm, removal of telephone/electric poles and lines removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per technical specification clause 202., 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 & 100 m as per technical specification clause 303.1. (including royality & labour cess)., 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 tractor mounted grader arrangement 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. (for grading ii material), wmm :- 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 0.70-1.0kg/sqm using mechanical means as per technical specification clause 502, tack coat:- providing and applying tack coat with bitumen emulsion (rs-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 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.

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