Latest hot mix machine scrap Tenders | Government hot mix machine scrap Tenders

Central Government/Public Sector

CTN :45365796

27 Jun, 2026 11.50 Lacs

Jammu - Jammu And Kashmir

Tender For repair resurfacing of certain roads and connected items at bd bari mil stn - m&l preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with wire brush/brooms and finally fanning the cleaned surface with gunny bags or by mechanical blower to remove all loose dirt etc to black top surfaces, and applying evenly a priming/tack (viscosity grade paving bitumen of grade vg-10) @ 5 kg per 10 sqm to road surface bituminous asphaltic semi dense concrete consolidated thickness 30 mm with stone chippings graded aggregate with 5.5% of binder content by weight of total mix, (viscosity grade paving bitumen of grade vg-30) and 4% stone dust conforming to required specification for filler as per irc-95, 1987 (filler) by weight of mix, prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and rolled with 8 to 10 tone power roller completed all as specified and as directed., m&l for repair to potholes, any depth ,not exceeding 1 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, path etc, cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming, applying tack coat with (viscosity grade paving bitumen of grade vg-10) @ 10.0 kg per 10 sqm of surface putting in & including premixed bituminous macadam, well rammed and sealed with binder 9.80 kg/sqm, blinded with 0.09 cum of stone chippings, 6.3mm size and again well rammed, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and using with 8 to 12 tonne power roller (including supply of premixed macadam, binder and chippings),completed all as specified and as directed., premix bituminous macadam laid / rolled and compacted using 8 to 12 tonne power roller to required gradient and camber, with broken stone graded aggregate with 4% of paving bitumen binder of viscosity grade vg-30 grade by weight of toal mix (consolidated thickness 75mm or less) completed all as specified and as directed., m&l providing and laying at or near ground level factory made kerb stone of m-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required completed all as specified and as directed., m&l for marking lines 2.5 mm thick, dashes arrows etc of any description n. exc 10cm width/girth on road surface using hot applied thermo plastic road marking paint of approved colour confirming to bs-3262-1989 with special applicator machine all as per manufacturere instruction completed all as specified and as directed., supply and fix solar cat eye (green/red) aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency mono rystafie solar panel 2.4v/ 0.3 watt one ni-ed rechargeable battery (1.2v/ 1600ma) consisting of super bright led with 10,000 to 18,000 mcd completed as per manufactures instructions etc completed all as specified and as directed., supply and fixing metal tubular dealineator made out of abs round body fitted with 2 nos 65 mm dia highly reflective reflectors made out of and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in pcc 1:2:4 (150x150x300mm) type b1 complete all as specified and directed, s&f manufacturing, supplying and fixing retro reflective mandatory/ regulatory sign boards of 900 mm diametre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered wi

CTN :44987398

03 Jun, 2026 NA

Raigad - Maharashtra

Tender For corrigendum : providing various grade ready mix concrete (as per design mix.) with admixture as per bis approved manufactures specification including transportation through transit mixer from batching plant to pdh unit

State Government

CTN :45289932

29 May, 2026 NA

Balurghat - West Bengal

Tender For supply of item rate for construction materials for all types of construction works under mgnrega - hire charges of coaltar boiler 900 to 1400 litres, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, hire charges of diesel road roller- 8 to 10 tonne, production cost of concrete by batch mix plant, hire charges of diesel truck-9 tonne, hire charges of sparaying machine including electric charges, hire charges of coaltar sprayer, hire charges of barber green, drying,mixing and asphalt plant, with accessories, capacity 30/45 tonne, pumping charges of concrete including hire charges of pump, piping work & accessories etc., hire charges of derrick monkey rope, hire charges of pump set of capacity 4000 litres/hour, vibrator (needle type 40 mm), machine for rubbing of floors, front end loader capacity 1.00 cum, hire and running charges of tripod and mechanical winch machine complete with power unit and accessories, mastic cooker, hire and running charges of tipper, hire and running charges of loader, hand grinder for mirror polish, hydraulic excavator (3d) with driver and fuel, pin vibrator, surface vibrator, hot bitumen mixer 0.5cum i/c hand cart, hire and running charges of hydraulic piling with power unit etc. including complete accessories and shifting at site, hire and running charges of light crane, hire and running charges of bentonite pump, hire and running charges of vibrating pile driving hammer complete with power unit and accessories, hire and running charges of crane 20 tonne capacity, carriage of concrete by transit mixer, generator 250 kva, paint applicator, mobile crane, tractor with ripper attachment, tractor with trolley, air compressor 250 cm with two leads for pneumatic cutters/hammers, joint cutting machine with 2-3 blades, c.c.batch mix plant, road sweeper, slip form paver with sensor, water tanker 5000 ltr. capacity, concrete joint cutting machine, texturing machine, dozer d-80-a12, motor grade 3.35 meter blade, hydraulic excavator of 1 cum bucker, front end loader 1 cum bucket capacity (incl pol), tipper -5 cum, vibratory roller 8 to 10 tonne, smooth wheeled roller 8 to 10 tonne, tandem road roller, water tanker 5 to 6 kl capacity, air compressor, wet mix plant 60 tph, mechanical broom hydraulic, emulsion pressure distributor @1750 sqm per hour, hot mix plant - 120 tph capacity, hot mix plant 100 tph capacity, paver finisher hydrostatic with sensor control 100 tph, paver finisher mechanical 100 tph, batching and mixing plant @75 cum per hour, concrete paver finisher with 40 hp motor and sensor, generator 250 kva, generator 100 kva/125, truck 5.5 cum/ 10 tonnes, road sweeper (mechamical broom) @ 1250 sqm per hour, drum type hmp of 60-90 tph capacity @ 75 tonne per hour actual output, hire and running charges of drill machine up to 400 mm dia (including cost of mobile oil, disesel consumption in ordinary soil operator), pile integrity testing equipment, excavation of diaphragm wall by mechanical grab, hire charges of tata 407 or equivalent for local shifting, hire charges of diesel truck - 9 tonne (without pol), using cost of ultra voilet radiation tube, compressor, gun, rubber pipes & other accessories - hire charge of plant & machinery i/c necessary fuel, hire charges of suction jeting machine 2200 psi machine i/c pol and operator, hire charges of drill machine upto 30 mm dia, hire charges of sand blasting equipment, hire charges of compressor, welding charges of shear key to existing reinforcement, hire charges of plant and machinery that can inject 350 kg/day, seam bolts and nuts 6 mm dia and 25 mm long, fibre (high impact poly propelene reinforced) cement corrugated sheet 6 mm thick, fibre (high impact poly propelene reinforced) cement close fitting adjustable ridge, fibre (high impact poly propelene reinforced) cement corrugate serrated adjustable ridge, fibre (high impact poly propelene reinforced) cement plain wing adjustable ridge, fibre (high impact poly propelene reinforced) cem

corporations/Associations/Others

CTN :45246690

02 Jun, 2026 NA

Panaji - Goa

Tender For supply of variousi tems - orcc poles 7.5m long confirming to is 785/196 and as per drawing of electricity department and also tested as per relevant i.s.code ., rcc poles 9.0m long confirming to is 785/196and as per drawing of electricity department and also tested as per relevant i.s.code ., rcc poles 11.0m long confirming to is 785/196and as per drawing of electricity department and also tested as per relevant i.s.code ., (a) supply of pcc precast cable protective concrete cover of size 480 mm length x 250 mm width x 50 mm casted by confined mould vibratory cast of concrete mix m 30 , having strenght 30 n /mm2 at 28 days ., (b) supply of underground cable protective cover as per specficiation as given below: the concrete slab shall be machine made using semi-dry concrete that is batched in a fully automatic plc controlled concrete batching plant and cast in a fully automatic " vibro-press " machine with a high vibration frequecy and hydralic pressue of 40 mt, the size of the slab shall be 480 mm x 250 mm x 50 mm, (+/- 2mm) and the concrete grade shall be m30 adhering to is 456: 2000 and shall have a minimum crushing strength of 30 n/mm2 (28 days strength) when tested .

State Government

CTN :45228357

25 May, 2026 5.86 Lacs

Panchkula - Haryana

Tender For providing material at haryana chief minister residence, house no. 2, sector-03, chandigarh - supplying and stacking at site of work well-decayed farm-yard manure from any available source, approved by the engineer-in-charge including screening through sieve of i.s.designation 16 mm with 5 km lead. (hsr 26.1)supplyoffertilizer:-urea 45 kg bag. ho-006dap 50 kg bag. ho-007vermicompost 50 kg bag.ho-030neem khaad 50 kg bag(ho003)mop 50 kg bag- (ho034)greenfield khad 50 kg bagcalcium nitrate 25 kg bagsupply of insecticidesandpesticides.radar chloropyriphos 20% e.c ho-149bavastin/carbendazim50% 500 gm pkt30% offblitox 50% 500gm pktterror 505rounduop glyphosatevictor imida cloprid 17.8%malathion 50%supplying and stacking of good quality top layer garden earth free from debris and weed, at site including royalty and carriage/lead 5 km (good earth measured in stacks will be reduced by 20% for payment) only for filling of pots and flower beds. (hsr 26.2)supplying at site of work well-screened yamuna sand and neem cake at site of work and making mixture in ratio 3:1 (hsr 26.3.4)supply and planting ground cover plants including digging 30 cm deep bed and refilling of beds with excavated soil and fym 0.0508 cum per sqm fertilizer dap 50 gms and insecticides chlorpyriphos 10ml per sqm planting of saplings at 23cm distance from plant to plant and row to row, minimum 19 no. plants per sqm (hsr 26.26) supplying healthy, well branched, well bloomed and planting rose beds including digging 30 cm deep bed and refilling of beds with excavated soil and fym 0.0508 cum per sqm, fertilizer dap 50 gms and insecticides chlorpyriphos 10ml per sqm, planting of hybrid budded rose saplings to be supplied in earthen pots /20cm x20cm polybags, planting of sapling at 45 cm distance from plant to plant and row to row and 5 no. plants per sqm (hsr 26.30)supply of permanent edging plants around beds, lawn or along paths including of digging of trench 45 cm wide to 15 m depth, refilling the excavated earth, mixed with farm-yard manure, supplied at the rate of 0.9 cum per sqm and supplying and planting hedge/ edge at 20 cm apart in one or wo rows @1lno. well-trimmed bushy,multi branched,30 m to 45 cm in height plants to be supplied in 15 cm x 15 m poly bags per sqm. (hsr 26.32)supply of well brunt, cylindrical earthen pots of 25 cm size and filling to full volume with mixture of good earth and manure in the ratio of 2:1 (two par of good earth & one part of manure) and placing them on appropriate place i/c carriage of good earth, manure and pots upto 50 mtr., as per direction of officer in charge. (hsr 26.38.3)supply of well brunt, cylindrical earthen pots of 30 cm size and filling to full volume with mixture of good earth and manure in the ratio of 2:1 (two par of good earth & one part of manure) and placing them on appropriate place i/c carriage of good earth, manure and pots upto 50 mtr., as per direction of officer in charge. (hsr 26.38.4)provision circular/ square cement concrete pots of 35cm x 35cm size, cast with cement concrete of nominal mix 1:2: cement: coarse sand: graded stone aggregate 6mm mominal size), i/c required from work, finishing with cement punning on expose surface, curing for specified period & stacking in required rows & height, all complete as per direction of officer-in-charge and filling 2/3rd volume with mixture of good earth and screened manure in the ratio of 2:1 (two part of good earth & one part of manure) and placing them on appropriate place. (hsr 26.39.2)seasonal well bloomed flower seedlings in 20 cm size ofpots (hsr 26.41.1) seasonal well bloomed flower seedlings in 25 cm size of pots (hsr 26.41.2)supply and planting f1 hybrid seasonal plants in well bloomed flowering stage in 30 cm size of pots (hsr 26.41.3)korean/spray type chrysanthemum cuttings in 25 cm size of pots, 3 cutting per pot. (hsr 26.42.1)ball type dahlia/chrysanthemum cuttings in 25 cm size of pots 3 cutting per pot. (hsr 26.42.2)planting and su

State Government

CTN :45228359

25 May, 2026 5.92 Lacs

Panchkula - Haryana

Tender For providing material at haryana chief minister residence, house no. 1, sector-03, chandigarh - supplying and stacking at site of work well-decayed farm-yard manure from any available source, approved by the engineer-in-charge including screening through sieve of i.s.designation 16 mm with 5 km lead. (hsr 26.1)supplyoffertilizer:-urea 45 kg bag. ho-006dap 50 kg bag. ho-007vermicompost 50 kg bag.ho-030neem khaad 50 kg bag(ho003)mop 50 kg bag- (ho034)greenfield khad 50 kg bagcalcium nitrate 25 kg bagsupply of insecticidesandpesticides.radar chloropyriphos 20% e.c ho-149bavastin/carbendazim50% 500 gm pkt30% offblitox 50% 500gm pktterror 505rounduop glyphosatevictor imida cloprid 17.8%malathion 50%supplying and stacking of good quality top layer garden earth free from debris and weed, at site including royalty and carriage/lead 5 km (good earth measured in stacks will be reduced by 20% for payment) only for filling of pots and flower beds. (hsr 26.2)supplying at site of work well-screened yamuna sand and neem cake at site of work and making mixture in ratio 3:1 (hsr 26.3.4)supply and planting ground cover plants including digging 30 cm deep bed and refilling of beds with excavated soil and fym 0.0508 cum per sqm fertilizer dap 50 gms and insecticides chlorpyriphos 10ml per sqm planting of saplings at 23cm distance from plant to plant and row to row, minimum 19 no. plants per sqm (hsr 26.26) supplying healthy, well branched, well bloomed and planting rose beds including digging 30 cm deep bed and refilling of beds with excavated soil and fym 0.0508 cum per sqm, fertilizer dap 50 gms and insecticides chlorpyriphos 10ml per sqm, planting of hybrid budded rose saplings to be supplied in earthen pots /20cm x20cm polybags, planting of sapling at 45 cm distance from plant to plant and row to row and 5 no. plants per sqm (hsr 26.30)supply of permanent edging plants around beds, lawn or along paths including of digging of trench 45 cm wide to 15 m depth, refilling the excavated earth, mixed with farm-yard manure, supplied at the rate of 0.9 cum per sqm and supplying and planting hedge/ edge at 20 cm apart in one or wo rows @1lno. well-trimmed bushy,multi branched,30 m to 45 cm in height plants to be supplied in 15 cm x 15 m poly bags per sqm. (hsr 26.32)supply of well brunt, cylindrical earthen pots of 25 cm size and filling to full volume with mixture of good earth and manure in the ratio of 2:1 (two par of good earth & one part of manure) and placing them on appropriate place i/c carriage of good earth, manure and pots upto 50 mtr., as per direction of officer in charge. (hsr 26.38.3)supply of well brunt, cylindrical earthen pots of 30 cm size and filling to full volume with mixture of good earth and manure in the ratio of 2:1 (two par of good earth & one part of manure) and placing them on appropriate place i/c carriage of good earth, manure and pots upto 50 mtr., as per direction of officer in charge. (hsr 26.38.4)provision circular/ square cement concrete pots of 35cm x 35cm size, cast with cement concrete of nominal mix 1:2: cement: coarse sand: graded stone aggregate 6mm mominal size), i/c required from work, finishing with cement punning on expose surface, curing for specified period & stacking in required rows & height, all complete as per direction of officer-in-charge and filling 2/3rd volume with mixture of good earth and screened manure in the ratio of 2:1 (two part of good earth & one part of manure) and placing them on appropriate place. (hsr 26.39.2)seasonal well bloomed flower seedlings in 20 cm size ofpots (hsr 26.41.1) seasonal well bloomed flower seedlings in 25 cm size of pots (hsr 26.41.2)supply and planting f1 hybrid seasonal plants in well bloomed flowering stage in 30 cm size of pots (hsr 26.41.3)korean/spray type chrysanthemum cuttings in 25 cm size of pots, 3 cutting per pot. (hsr 26.42.1)ball type dahlia/chrysanthemum cuttings in 25 cm size of pots 3 cutting per pot. (hsr 26.42.2)planting and su

corporations/Associations/Others

CTN :45034145

27 May, 2026 43.16 Lacs

Jhansi - Uttar Pradesh

Tender For corrigendum : providing of construction of drain for 2x210 mw ash water recirculation system at ptpp, parichha. - engaging jcb on hire bases including hire fuel driver helper etc. complete. , clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. , demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of material within 50 metres lead as per direction of engineer-in-charge in lime mortar , earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. , filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. , providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) , "centering and shuttering including strutting, propping etc. and removal of form for : suspended floors, roofs, landings, balconies and access platform" , steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.thermo-mechanically treated bars , random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : cement mortar 1:6 (1 cement : 6 coarse sand) , brick work with fly ash (non modular) bricks of class designation 7.5 in foundation and plinth incement mortar 1:6 (1 cement : 6 coarse sand) , 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) , supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete. , "hire charges of pump set of capacity 4000 litres/hour for dewatering which include cost of services of operating staff, cost of lubricating oil, diesel / petrol/ kerosene oil , other consumables for running the plant and machinery. the hire charges of plant machinery on per day basis are for single shift of eight working hours." , providing and laying non pressure np-4 class (heavy duty) r.c.c. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia rcc pipes.

corporations/Associations/Others

CTN :45033657

20 May, 2026 35.17 Lacs

Jhansi - Uttar Pradesh

Tender For providing of m & r of 2x110 mw and 2x210 mw ash dykes at ptpp, parichha. - carriage of cmr/ash by mechanical transport including loading, unloading and stacking upto 5 km distance from power house area to ash ponds at ptpp parichha. payment to be made after deducting voids as per cpwd specfication or as decided by engineer in charge. , earth/ash work in excavation in earth over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed , placing of precast rcc planks in decantation well including its carrige and putting it into slott including all labour t&p etc. required for proper completion of work. , providing and laying empty cement plastic bags filling the same with ash having capacity of 50kg and stiching the same with sutali, laying with ash pond area as per instruction of engineer incharge. , engaging jcb/hydra machine on hire bases including hire fuel driver helper etc. complete. , dry stone pitching 22.5/30 cm thick including supply of stones and preparing surface filling from fly ash with watering & compection complete including carriage from coal handling area.(boulder free of cost from chd area in plant) , spreading of cmr/ash/earth by opening of stack including dressing watering compaction/ramming etc. complete for proper completion of work as per direction of engineer in charge of the work. payment to be made on compacted quantity. , clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared , brick work with fly ash bricks f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement : 6 coarse sand) , cement plaster (in fine sand) 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , formation of dyke/ roads using approved materials including the preparation of borrow area,stripping, watering of borrow area, excavation of approved quality of material from borrow area,using poclains or any other mechanical means,loading, unloading, transporting by dumpers,trucks etc., surface watering / dewatering,lowering of water level to at least 0.5 m belowthe bottom of the working level, includingconstruction of cofferdams wherever required,depositing the fill material on the dyke,spreading by dozers or grader in layers notexceeding 30 cm in compacted thickness forforming the embankment with all leads, lifts,breaking clods, watering, compaction with min. 10tone capacity vibratory rollers or pneumatictyred rollers to achieve a dry density not lessthan 95% of maximum dry density (standardproctor) forming extra width on edges, trimmingof slopes and slope compaction with dozers orslope compactors to obtain the section as perconstruction drawings, with all incidental charges, cost of labour, equipment, materialsetc. complete as per specifications, drawings and as directed by the engineer. with ash available from inside ash dyke area , structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. , same as above item but steel shall be issued by department free of cost ( steel issued by department) , steel reinforcement for r.c.c. work including straightening, cutting, bendin g, placing in position and binding all complete for thermo-mechanically treated bars

corporations/Associations/Others

CTN :45021663

05 May, 2026 NA

Valsad - Gujarat

Tender For annual rate tender for purchase of materials of construction / road resurfacing for year 2026-27 - brick, sand, kapchi 25 to 40 mm, grit 6 to 10 mm, handmade metal 40 to 63 mm, rubble 9 inch, cement (53 grade) 50kg, tor steel, 60 mm rubber rise, m40 paver block, 80 mm rubber rise, m40 paver block, g.s.b., dust (powder), brick masonry (1:6), stone masonry (1:6), plaster (1:4), r.c.c. slab filling 1:2:4, (to give the price of steel separately in kg), r.c.c. slab filling 1:1/2:3 (to give the price of steel separately in kg), p.c.c. (1:3:6), p.c.c. (1:4:8), pointing (1:2), yellow soil, hard murrum, handmade metal, np3 pipe 300mm, np3 pipe 450mm, np3 pipe 600mm, np3 pipe 900mm, np3 pipe 1200mm, j.c.b machine (including diesel driver), roller (including diesel driver), truck (including diesel driver), hydraulic center trailer (including diesel driver), semi dense carpet patch work on various roads in pardi municipal area, building materials and soil lifting work from pardi municipal area, compounding of tarkhuta in pardi municipal area (excavation including five wire, cross wire, cement pole), waterproofing, two coat putty or two coat of primer (including brushing), wall painting (three coat) with plastic emulsion paint, ceiling painting (three coat) with plastic emulsion paint, outer wall painting (three coat) with weather proof acrylic emulsion paint including priming coat, box cutting the road surface to proper slope and camber for making a base for the road work including removing the excavated stuff and depositing on the road side slope as directed upto 50 mt lead., scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm depth including stacking useful materials on road side and disposing off remaining stuff, 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 smooth wheel roller to achieve the desired density, complete in two layers as per technical specification clause 401., providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in two layer. by mechanical means with 1 km lead, providing and laying bituminous base course 75 mm thick compacted in two layers with tack coat of asphalt (vg-30) 80/100 at the rate of 2.5 kg/10 sqmt and using b.t. stone aggregates of required gradation and asphalt 80/100 grade for mixing @ 1.99% by weight of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipment’s, tools and plants, oil, kerosene, fire wood, labour charges etc. complete., providing and laying 50mm thick compacted b.m. with b.t. aggregate as per mort&h specification and asphalt grade (vg-30) 80/100 for tack coat at 2.5 kg/10 sqmt with mechanical sprayer and bitumen grade 80/100 for mixing at the rate 34.0 kg/m.t. i.e. 3.4% of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver censor finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete., providing and laying 25 mm thick compacted semi dense bituminuous concrete using stone chips as per mort&h gradation and asphalt grade (vg-30) 80/100 for tack coat at 2.5 kg/10 sqmt with mechanical sprayer and 80/100 grade asphalt for mixing @ 5.0% by weight of total mix for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibra

corporations/Associations/Others

CTN :44715833

06 Apr, 2026 NA

Kolkata - West Bengal

Tender For auction sale of concrete mixer machine,batch mix plant,hydra crane,soil vibro roller and road roller vibratory,flat bedded trailer trolley,winch machine

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