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Boulder Pitching Repair Tenders

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CTN :42707927 Due date: 09 Dec, 202509 Dec, 2025 NA
Tender For corrigendum : supply of medium velocity water spray system c c - dn 6 inch is 1239 thk. heavy 5. 4 mm supply , dn 4 inch is 1239 thk. heavy 5. 4 mm supply , fabrication erection installation of pipes dn6 inchis 1239thk. heavy 5. 4mm , fabrication erection installation of pipes dn 4inch is1239thk. heavy 5. 4mm , remote operated valve rov size 6 inch , remote operated valve rov size 4 inch , gate valve size 6 inch rating 150 ends flanged , gate valve size 4 inch rating 150 ends flanged , yort type strainer size 6 inch rating 150 ends flanged , yort type strainer size 4 inch rating 150 ends flanged , spray nozzles mvws , quartzoid bulb detectors , design supply erection testing and commissioning of of mvws system at vapl metering and filter separator area , design supply erection testing and commissioning of of mvws system at vapl launcher area , design supply erection testing and commissioning of of mvws system at vkpl1 area , flanges swrf size 6 inch rating pn1. 6 swrf , flanges swrf size 4 inch rating pn1. 6 swrf , supply of 1. 5 d 90 degree bw elbow material as per pipe size 6 inch , supply of 1. 5 d 90 degree bw elbow material as per pipe size 4 inch , supply of bw equal tees material as per pipe size 6 inch , supply of bw equal tees material as per pipe size 4 inch , excavation upto 1. 50m , excavation beyond 1. 50m , carriageordisposal of materials by mechanical transport , back filling available excavated earth excluding rock , demolishing r. c. c. work floor pavement or foundations or pedestal or slab etc. , demolishing stone rubble masonry or brick masonry or plain cement concrete work , providing and laying in position cement concrete of specified grade , providing and laying in position specified grade of reinforced cement concrete , centering and shuttering including strutting propping , steel reinforcement for r. c. c. work , brick work with common burnt clay f. p. s. , plaster , supply fabrication and erection of steel structure

CTN :42719530 Due date: 09 Dec, 202509 Dec, 2025 NA
Tender For corrigendum : medium velocity water spray - supply of above ground pipes including transportation dn 6inch is 1239thk.heavy 5.4mm, supply of above ground pipes including transportation dn 4inchis 1239thk.heavy 5.4mm, fabrication erection installation painting and testing of above groundpipes dn6 inch is 1239 thk.heavy 5.4mm, fabrication erection installation painting and testing of above ground pipes dn4 inch is 1239 thk.heavy 5.4mm, remote operated valve rov as per details below design engineering supply erection fabrication testing and commissioning of remote operated valve rov assembly.pl refer atc document for details., remote operated valve rov as per details below design engineering supply erection fabrication testing and commissioning of remote operated valve rov assembly.pl refer atc document for details., gate valves as per details below complete work of supply installation testing and commissioning of valves. pl refer atc document for details., gate valves as per details below complete work of supply installation testing and commissioning of valves with spiral wound graphite .pl refer atc document for details., y t type strainer as per details below complete work of supply installation testing and commissioning of y t type strainer .pl refer atc document for details., y t type strainer as per details below complete work of supply installation testing and commissioning of y t type strainer pl refer atc document for details., spray nozzles supplying and installation of medium velocity fixed water spray nozzles along with matching reducing tee to connect with water spray ring.pl refer atc document for details., quartzoid bulb detectors supply installation testing and commissioning of quartzoid bulb detector.pl refer atc document for details., supply erection testing commissioning of medium velocity water spray system pl read atc docuemntr for complete details , supply erection testing commissioning of medium velocity water spray system pl read atc docuemntr for complete details , supply erection testing commissioning of medium velocity water spray system.pl refer atc document for details., supply of flanges complete work including supply and erection of flanges of respective sizes including all taxes duties transportation and inspection charges.pl refer atc document for details., supply of flanges complete work including supply and erection of flanges of respective sizes including all taxes duties transportation and inspection charges.pl refer atc document for details., supply of 1.5 d 90 degree bw elbow material as per pipe size 6 inch, supply of 1.5 d 90 degree bw elbow material as per pipe size 4 inch, supply of bw equal tees material as per pipe size 6 inch, supply of bw equal tees material as per pipe size 4 inch, excavation upto 1.50m earth work in excavation by mechanical means hydraulic excavator pl refer atc document for details., excavation beyond 1.50m excavation work by mechanical means hydraulic excavatoror manual means in foundation trenches or drains for depth beyond 1.5 m.pl refer atc document for details., carriage or disposal carriageordisposal of materials by mechanical transport loading unloading and staking excavated all type of ordinary rock soil and dismantled concrete material any lead within plant premises area, back filling backfilling 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 3 m., demolishing rrc demolishing r.c.c. work floor pavement or foundations or pedestal or slab etc.pl refer atc document for details., demolishing stone or brick masonary demolishing stone rubble masonry or brick masonry or plain cement concrete work manuallyor by mechanical means. pl refer atc document for details., pcc 148 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to

CTN :42756441 Due date: 02 Dec, 202502 Dec, 2025 1.39 Crore
Tender For corrigendum : providing and laying of boulder and stone crated studs along with boulder stone apron and pitching on sagrapara near village sagra at save nearby abadies and agriculture land

State Government

CTN :42915120 Due date: 03 Dec, 202503 Dec, 2025 90.65 Lacs
Tender For - rmc to mawasa - clearing and grubbing road land 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 morth specification clause 201. by mechanical means in area of thorny jungle, preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means scarifying 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 morth specification clause 305.4.3, 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 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead, prime coat 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, tack coat 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., bituminous macadam providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 504. bitumen (vg-30), 20mm thick open-graded premix carpet using bituminous (viscosity grade/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion 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 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510. case - ii by mechanical means bitumen (vg-30), seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511 by mechanical means case - ii : type b bitumen (vg-30), construction of subgrade and earthen shoulders 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 50 m as per morth specification clause 305.3, carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge, 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 wi

CTN :42639973 Due date: 02 Dec, 202502 Dec, 2025 1.49 Crore
Tender For corrigendum : providing and laying of boulder stone crated studs along with boulder stone apron and pitching river ghaggar near village kangthala matauli to save nearby abadies and agriculture land

Corporations/Associations/Others

CTN :42965084 Due date: 05 Dec, 202505 Dec, 2025 4.48 Lacs
Tender For laying of wet mix and construction of concrete road and cross drain near narayanaswamy house in bashetihalli town and cleaning and repairing of stone drain from oht to narasimhamurthy house and installation of covering slab on drain.

State Government

CTN :42966383 Due date: 04 Dec, 202504 Dec, 2025 30.00 Lacs
Tender For name of work:- rmc to nagpura. - clearing and grubbing road land 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 morth specification clause 201. by mechanical means in area of thorny jungle, preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means scarifying 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 morth specification clause 305.4.3, 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 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead, prime coat 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, tack coat 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., bituminous macadam providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 504. bitumen (vg-30), 20mm thick open-graded premix carpet using bituminous (viscosity grade/modified bitumen) binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion 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 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510. case - ii by mechanical means bitumen (vg-30), seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511 by mechanical means case - ii : type b bitumen (vg-30), construction of subgrade and earthen shoulders 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 50 m as per morth specification clause 305.3, carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. earth, sand, lime, morrum manure or sludge, 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 mach

State Government

CTN :42971338 Due date: 11 Dec, 202511 Dec, 2025 8.63 Lacs
Tender For - nh-27 to sanwara km 3/00 - excavation for structures earthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ordinary soil upto 3 m depth, providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6, providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 r.c.c grade m 20, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and morth specifications clauses 1009,1600 and 2102, granular sub-base with close graded material (table:- 400-1) plant mix method providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per table 400-1,400-2 or any other course material as per design mix, as per cbr in sub base course including premixing the material at omc in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader f.e loader on a prepared base and compacting with vibratory roller to achieve desired density (as per i.s.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[morth specification : clause 401]. by mechanical means. for grading-iv material, back filling behind abutment, wing wall and return wall in 150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per morth specification : clause : 304 sandy material

CTN :42991916 Due date: 12 Dec, 202512 Dec, 2025 3.34 Lacs
Tender For laying gravel and graded stone dust from plot no 348 to plot no 1888 jaggayyacheruvu in pithapruam municipality

State Government

CTN :42998465 Due date: 15 Dec, 202515 Dec, 2025 90.63 Lacs
Tender For strengthening of infrastructure at iti-vadgam repairing and renovation work at iti (replacing and renovation of rolling shutters, fabrication work on window, repairing of roof sheets on ots, fabrication work to duct, grill work for ots, foundation for garrage and miscellaneousllaneous work, providing sanitary, plumbing work at toilet block and campus, providing and fixing water tank, chamber repairing and other miscellaneousllaneous work, providing and laying kota stone flooring, repairing of china mosaic, providing plaster work and colour work, upgrading existing fire system and related work, add lump electric work(board, tube lights, fan, light checking, street lights, pump etc)
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