Latest rcc rod Tenders | Government rcc rod Tenders

State Government

CTN :41247031

06 Aug, 2025 NA

Shimla - Himachal Pradesh

Tender For annual periodic maintenance on cheog to dharech road in km. 0/00 to 7/400. (sh providing annual surfacing with bituminous concrete 25mm thick ( batch mix) in km. 0/00 to 1/00 and 5/00 to 7/400).(under approved amp 2025-26

corporations/Associations/Others

CTN :41232896

08 Aug, 2025 1.57 Crore

Morbi - Gujarat

Tender For construction work of reinforcement cement concrete road with tri-mix as per various location chart at. tankara dist.: morbi under swarnim jayanti mukhya mantri saheri vikash yojana (o.g). (second call)

CTN :41234776

04 Aug, 2025 24.11 Lacs

Faridabad - Haryana

Tender For providing and laying 100mm dia pvc water supply line and construction of unreinforced plain cement concrete pavement ini m-25 mix design with raising of drain type 1st at gali no 4and 5, dabua kapra colony dividing road e-block, dabua colony in w-10

State Government

CTN :41204071

02 Aug, 2025 NA

Shimla - Himachal Pradesh

Tender For providing annual surfacing with 25mm thick (batch mix) bituminous concrete in km. 0/000 to 2/000). (under amp 2025-26). (village road).

CTN :41203405

14 Aug, 2025 NA

Kamorta - Andaman And Nicobar Islands

Tender For supply of materials/items for mgnrega works nancowry block for fy-2025-26 - rate for accssible ares (kamorta & nancowry islands), cement (o.p.c) 43-grade, crusher dust good quality, pulverised sand good quality, coarse sand good quality, boulder 40-90mm, stone aggregate 40 mm, stone aggregate 20 mm, stone aggregate 12.5/13.2mm, cement concrete hollow block 40x15x20 cms, cement concrete hollow block 40x10x20 cms, m.s flat various size, m.s angle various size, tmt steel bars various size, binding wire good quality, nailsvarious size, nut & bolt various size, j hook various size, coach screw with cap washer 2 , self type screw various sizes as per requirement, ply wood anti-termite (commercial), approved/ reputed brand. 12 mm thick, ply wood water proof & factory painted (marine), approved/ reputed brand. 19 mm thick, pre painted galvanised (ppgi) roofing sheet 9 feet, ppgi plain sheet 2 feet width, cement primer (reputed brand.) good quality, wood primer (reputed brand.) good quality, oil bound distemper (reputed brand.) good quality, synthetic enamel paint (reputed brand) good quality, painting brush (amar) various sizes, sliding bolt make classic 300x16mm, window handles (anodized) various sizes as per requirement, iron hinges various sizes as per requirement, tower bolt (anodized) various sizes as per requirement, w/c pan complete set make hindustan or any other reputed company indian type (460x440) mm, pvc pipe make hindustan 100 mm, pvc pipe 3 inch, thinner make sheenlac good quality, steel hand saw for wood good quality, saw file (triangular) 4 inch, augur 3/8 inch, wooden shuttering with propping good quality wood, g.i. wire mesh of dia. 4mm, pvc coated to achieve outer dia. not less than 5mm in required colour, shade and height. (reputed brand) mesh size 100x100mm, pre cast rcc post for fencing top width-12cm, bottom width-15cm, height-1.70m, main bars-4 nos.10mm dia, stirrups-8mm dia @100mmc/c spacing, rcc mix-1:1.5:3, pre-cast rcc hume pipe. inner dia-1.00m, length-1.00m, thickness-10cm, main bars-12mm dia, stirrups-10mm dia @100mmc/c spacing, rcc mix-1:1.5:3, pre-cast rcc hume pipe inner dia-0.50m, length-1.00m, thickness-10cm, main bars-12mm dia, stirrups-10mm dia @100mmc/c spacing, rcc mix-1:1.5:3, pre-cast rcc ring for c/o ring well inner dia-2.0m., height-30cm, thickness-8cm, vertical main bars- 8mm dia@10cm c/c spacing , and 3 nos. 8mm dia distribution bars of rcc mix-1:1.5:3, plump bob good quality, sledge hammer good quality, ball peen hammer good quality, try square good quality, trowel good quality, mixing pan good quality, pvc cowl 100mm, pvc door frame make rajshree 50x47mm wide 5mm thick, pvc door 30x50mm wide 5mm thick and 75mm wide pvc sheets for top rail, preparation & installation of citizen information board fully metallic board of (4x3) feet on 4 feet stand. black coloured board with information written in white and have to fix with concrete footing at work site, preparation & installation of citizen information board fully metallic board of (2x3) feet on 4 feet stand. black coloured board with information written in white and have to fix with concrete footing at work site, preparation & installation of citizen information board fully wooden board of (4x3) feet on 4 feet stand. black coloured board with information written in white and have to fix proper footing support., mooram good quality, epoxy paint standard, red oxide paint standard, welding charges arc welding, mixer machine (on hire) 10/7 cubic feet or 1 bag capacity, hiring of road roller8 tonne, precast rcc circular slab of 1.44 sqm,thickness-5 cm, main bars-8 mm dia, distribution bars-8mm dia @100mm c/c spacing, rcc mix-1:1.5:3, rate for inaccssible areas (katchal, teressa & chowra islands), cement (o.p.c) 43-grade, crusher dust good quality, pulverised sand good quality, coarse sand good quality, boulder 40-90mm, stone aggregate 40 mm, stone aggregate 20 mm, stone aggregate 12.5/13.2mm, cement concrete hollow b

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

CTN :41166621

29 Jul, 2025 3.66 Crore

Purnea - Bihar

Tender For rrsmp/25-26 purnea/06 - puran shah to farkiya hat (harijan 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, 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 ), 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 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., patch work over wbm using mix seal surface for bituminous and existing cc pavementproviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen (i.e. 92% of standard bitumen and 8% waste processsed plastic by weight shall be used for coating aggregate after its heating) as per irc:sp:98-2013, to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509., 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

CTN :41166628

29 Jul, 2025 30.03 Crore

Purnea - Bihar

Tender For rrsmp/25-26 purnea/01 - pakka road to adiwasi 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, 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 ), 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 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., patch work over wbm using mix seal surface for bituminous and existing cc pavementproviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen (i.e. 92% of standard bitumen and 8% waste processsed plastic by weight shall be used for coating aggregate after its heating) as per irc:sp:98-2013, to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509., 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, ro

CTN :41166610

29 Jul, 2025 25.77 Crore

Purnea - Bihar

Tender For rrsmp/25-26 purnea/03 - pmgsy path diyari to harijan tola diyari via sarpanch tola naya 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., dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately, 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 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 ), 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 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., patch work over wbm using mix seal surface for bituminous and existing cc pavementproviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen (i.e. 92% of standard bitumen and 8% waste processsed plastic by weight s

CTN :41166619

29 Jul, 2025 35.91 Crore

Purnea - Bihar

Tender For rrsmp/25-26 purnea/04 - bishu baba sthan(hanuman mandir ) to adiasi tola karwa rahika, 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, 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 ), 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 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., patch work over wbm using mix seal surface for bituminous and existing cc pavementproviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (type-a) or 13.2 mm to 0.9 mm (type-b) aggregates using penetration grade bitumen (i.e. 92% of standard bitumen and 8% waste processsed plastic by weight shall be used for coating aggregate after its heating) as per irc:sp:98-2013, to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509., 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 requ

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