Latest neutralizing pit Tenders | Government neutralizing pit Tenders

CTN :40973818

04 Aug, 2025 NA

Latehar - Jharkhand

Tender For corrigendum : providing of handling ,transport and other mining services - percentage quote based - ob removal, coal extraction, handling & transport service, hiring of hemm for drilling excavation loading transportation etc for removal of ob extraction and transportation of ..

corporations/Associations/Others

CTN :41187362

07 Aug, 2025 50.00 Lacs

Somnath - Gujarat

Tender For annual rate contract for supplying of streetlight material for the fiscal year - supply 24w led street light makebajaj/crompton/havells/oreva/halonix/ c&s, supply 36w led street light makebajaj/crompton/havells/oreva/halonixc&s, supply 45w led street light makebajaj/crompton/havells/oreva/halonixc&s, supply 100w led street light makebajaj/crompton/havells/oreva/halonixc&s, supply 120w led street light makebajaj/crompton/havells/oreva/halonixc&s, supply 50w led flood light makebajaj/crompton/havells/oreva/halonixc&s, supply 100w led flood light makebajaj/crompton/havells/oreva/halonixc&s, supply 150w led flood light makebajaj/crompton/havells/oreva/halonixc&s, supply 200w led flood light makebajaj/crompton/havells/oreva/halonixc&s, supply 22w led tube light complite fitting makebajaj/crompton/havells/oreva/c&s/syska/ushahalonix, supply alluminumarmourd cable 4core 6.0sqmm, supply 9 inch exhaust fan make- bajaj/crompton/havells/ushahalonix, supply ceiling fan-48inch makebajaj/crompton/havells/usha/orpat/polycab, supplying dwc pipe- 50mm size, supplying fan regulator-5 step moduler type, supplying frls wire of 1.0 sqmm cu wire makehavells,rr,polycab,finolex,kei, supplying frls wire of 1.5 sqmm cu wire makehavells,rr,polycab,finolex,kei, supplying frls wire of 2.5 sqmm cu wire makehavells,rr,polycab,finolex,kei, supplying frls wire of 4.0 sqmm cu wire makehavells,rr,polycab,finolex,kei, supplying 4 core 2.5sqmm armoured copper cable makehavells,rr,polycab,finolex,kei, supplying 4 core 4.0sqmm armoured copper cable makehavells,rr,polycab,finolex,kei, supplying 4cx10 sqmmalluminumarmoured cable makehavells,rr,polycab,finolex,kei, supplying and erecting approved make octagonal pole made from hr sheet steel. the pole should be made as per is. and shall be coated with hot dip galvanizing as per is 2629/2633/4759, suitable suspend local wind speed with integral junction box consist of terminal plate of min 6mm hylam sheet, standard profile 35mmx7.5mm din-rail for mcb mounting, stud type terminal and arrangement for cable termination to be erected with suitable foundation (included) as per details given by manufacturer considering site requirement., (e) 7 mtr. long 70 mm top x 135 mm bottom dia, 3 mm thickness with 225mmx225mmx16mm base plate, 4-m20 bolts and 600mm long j-bolt.approx pole weight 67 kg, supplying psc pole 7 mtr height with 210kg weight, pvc /cotonteprol, supplying 3 star and above rated approved make window type air-conditioning machine comprising of hermetically sealed rotary compressor, condensing & evaporating unit, fan/blower motor, thermostat, relay, remote hand setsetc suitable for (b) 1.5 ton capacity, making trench in hard murrum / tar road of suitable width of 90 cms or required depth for laying any size of cable or locating the fault all over the run and back filling the same and making the surface as normal ground., providing 1:2:4 cement concrete foundation & 70 percentage pcc from bottom including excavation for the pole of size 60 x 60 x 150 cm. deep in below ground level with plinth of 45 cm x 45 cm(or 45 cm dia x 45 cm) high upper ground level with necessary curing and finishing in approved manner. ( for 9 & 10 mtr pole), supplying and erecting street light pole bracket comprising main b class ms pipe of 4.2 cm/require outside dia. complete with suitable b class m.s. sleeve tubing of approx. 45cms.length and suitable for 76.5mm/80mm or require size pole top having sufficient fastners for fixing the brackets and having suitable rise as per site condition as directed and spread of 2 mtr.with suitable welded stiffener reducer and with lock nut complete painted with one coat of red oxide / pu base primer and two coats of aluminium / pu paint. suitable for side entry fitting brackets of following nos of arms. [a] single arm bracket 1 mt, supply alluminium service wire- 2 core 2.5 sqmm, supply copper service wire- 2 core 2.5 sqmm, 11 kv hand gloge, 11 kv combin

CTN :41166609

28 Jul, 2025 16.49 Crore

Kahalgaon - Bihar

Tender For mgsy/25-26/ kahalgaon /02 - construction of h.l. bridge at dobhi ghat on gerua river on khiridanr to makanpur road, block- sanhaula, foundation, excavation for structures, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 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., providing and constructing temporary island 16 m diameter for construction of well foundation for 7 m diameter well (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth @ rs. 5526.40 for each island.), providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 330.00 per m for service road., providing and laying cutting edge of mild steel weighing 40kg per metre for well foundation complete as per drawing and technical specification., plain / reinforced cement concrete in well foundation complete as per drawing and technical specification well curb(i) rcc m-35 grade, well steining(iii) rcc m-35 grade, bottom plug(i) pcc grade m-20, top plug(ii) pcc grade m-20, well cap(ii) rcc grade m-30, sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. depth of sinking is reckoned from bed level.(sandy soil(i) depth below bed level upto 3.0 m.), (ii) beyond 3 m upto 10 m depth, (iii) beyond 10 m upto 20 m, (iv) beyond 20 m upto 30 m, sand filling in wells complete as per drawing and technical specifications, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification (upto 5 m ht), r.c.c. grade m-30 in substructure complete as per dwg & tech specification (5 to 10 m ht), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8, providing and laying filter media with granular crushed aggregates (jhama metal) as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructure, providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5, supplying, fitting and placing hysd bar reinforcement (fe 415) in superstructrue complete as per drawings and technical specification clauses 1002, 1010 & 1202, providing and laying cement concrete wearing course m-30 grade including reinforcement complete as per drawing and technical specifications clauses 80

CTN :41166616

28 Jul, 2025 21.62 Crore

Patna - Bihar

Tender For mgsy/25-26/ teghra /03 - excavation for structures , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 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. up to 3.00 m depth ., providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. as per morth clause no. - 1200&, plain cement concrete in open foundation complete as per drawing and technical specifications pcc grade m -15 below abutment well cap, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification rcc m-35 in well curb, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well bottom plug, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rcc m-25 in well steining, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well intermediate plug, well sinking as per technical specification, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), for 7.00 m dia well :; pier, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), sand filling in wells complete as per drawing and technical specifiction. as per morth clause no. - 1207, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rccm-35 in well cap, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 225.00 per m for service road., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in one water, providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in four water, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 67.622+155.612 =223.234 t, confirmatory boring at abutment and pier location, back filling behind abutment, wing wall and return wall complete as per drawing and technical specification, providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification., plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsheight upto 5m , rcc grade m30, plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications ,rcc grade m30 , height 5m to 10m, supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical , reinf , qty = 23.851+24.330+1.762+0.313+1.289+1.139 =, providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specificatio

CTN :41166617

28 Jul, 2025 24.46 Crore

Patna - Bihar

Tender For mgsy/25-26/ manjhaul bakhari /01 - excavation for structures , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 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. up to 3.00 m depth ., providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. as per morth clause no. - 1200&, plain cement concrete in open foundation complete as per drawing and technical specifications pcc grade m -15 below abutment well cap, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification rcc m-35 in well curb, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well bottom plug, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rcc m-25 in well steining, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well intermediate plug, well sinking as per technical specification, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), for 7.00 m dia well :; pier, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), sand filling in wells complete as per drawing and technical specifiction. as per morth clause no. - 1207, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rccm-35 in well cap, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 225.00 per m for service road., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in one water, providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in four water, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 67.622+155.612 =223.234 t, confirmatory boring at abutment and pier location, back filling behind abutment, wing wall and return wall complete as per drawing and technical specification, providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification., plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsheight upto 5m , rcc grade m30, plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications ,rcc grade m30 , height 5m to 10m, supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical , reinf , qty = 23.851+24.330+1.762+0.313+1.289+1.139 =, providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical sp

CTN :41166618

28 Jul, 2025 23.47 Crore

Patna - Bihar

Tender For mgsy/25-26/ manjhaul bakhari /02 - excavation for structures , earthwork in excavation for structures as per drawing and technical specifications clause 305.1 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. up to 3.00 m depth ., providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. as per morth clause no. - 1200&, plain cement concrete in open foundation complete as per drawing and technical specifications pcc grade m -15 below abutment well cap, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification rcc m-35 in well curb, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well bottom plug, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rcc m-25 in well steining, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well intermediate plug, well sinking as per technical specification, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), for 7.00 m dia well :; pier, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), sand filling in wells complete as per drawing and technical specifiction. as per morth clause no. - 1207, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rccm-35 in well cap, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth @ rs. 225.00 per m for service road., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in one water, providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well in four water, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 67.622+155.612 =223.234 t, confirmatory boring at abutment and pier location, back filling behind abutment, wing wall and return wall complete as per drawing and technical specification, providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification., plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsheight upto 5m , rcc grade m30, plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications ,rcc grade m30 , height 5m to 10m, supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical , reinf , qty = 23.851+24.330+1.762+0.313+1.289+1.139 =, providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical sp

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