Latest pitch work Tenders | Government pitch work Tenders

CTN :41101040

07 Aug, 2025 NA

Panchkula - Haryana

Tender For supply of tower type ac of capacity 2 ton, 3 star rating, floor standing,split type ac of capacity 1.5 ton, 3 star rating,ss stand for inner unit suitable for 2 ton tower ac,ms stand for outdoor unit suitable for 1.5 ton ac,installation charge for 2 ton tower ac,installation charge for 1.5 ton tower ac,copper pipe heavy duty 5 by 8 inch and 3 by 8 inch with insulation,copper pipe heavy duty 1 by 2 inch and 3 by 4 inch with insulation,copper cable 4 core, 4sqmm, 100 volts grade,copper cable 3 core, 2.5sqmm, 1100 volts grade,refrigerator top up as per requirement,sub main wiring with 2x4 sqmm neutral and phase and 1x2.5 sqmm earth wire including suitable size conduit pipe and all necessary fitting,sub main wiring with 2x2.5 sqmm neutral and phase and 1x1.5 sqmm earth wire including suitable size conduit pipe and all necessary fitting,mcb spn 06-32 amps 230 volts 10ka,mcb box suitable for up to 32 amps spn mcb,drain pipe pvc of size 25mm dia,cutting chases pinning in stone concrete block or slab wall and making good to fa

CTN :41054539

04 Aug, 2025 NA

Amritsar - Punjab

Tender For construction of tetra hedron - cement oblique opc 43 grade in poly bags of 50 kg each conforming to is 8112 make acc oblique ambuja oblique india cement oblique birla oblique ultra tech , fine aggregate sand coarse best quality conforming to is 383 , coarse aggragate 20mm best quality conforming to is 383 , admixture 2.50ltr oblique cum make fosroc oblique sika oblique stp , mild steel tmt bars 12 mm dia as per relevent is 1786 2008 , mild steel tmt bars 20 mm dia as per relevent is 1786 2008 , mild steel binding wire 0.90 mm dia conforming to is 280 , primer , synthetic enamel paint camouflage pattern , diesel for concrete mixer , petrol per running of needle vibrator , painting rolling brush 12 inch isi marked , waterproof wooden ply board 2400mm x1200mm x12mm thk conforming to is 1328-1996 make supremegreen ply oblique kit ply , 2nd class soft wood plain fillets comma square or rectangular in section exc 06sqcm and exc 13sqcm clean sawn , ms nails of size 1 inch confirming to is 2366 1986 , ms nails of size 2 inch confirming to is 2366 1986 , ms nails of size 3 inch confirming to is 2366 1986 , multipurpose heavy duty gumboots of required sixe best quality , multipurpose heavy duty latest rubber hand gloves of required size and aproved make isi marked , showel square nose 14 gauge blade size 310 x 245 mm comma shaft size 710 mm fitted with strong steel crutched wooden handles , hammer earth with handle minimum weight 5 kg without handle , galvanised iron pan mortar tasla comma 18 gauge comma 16 inch dia minimum weight 01 kg , hand wood saw 18 inch , hack saw blades both sides make taparia oblique tata oblique hira , industrial safety helmet conforming to is 2925 of approved colour comma make taparia comma tata comma hira , plaster trowel with wooden handle isi marked , plumb bob iron best quality , stainless steel buckets 20 ltrs capacity comma guage of steel used in bucket to be minimum 18 gauge , needle vibrator comma capacity not less than 2 hp comma 220v singl phase oblique three phase , pipe cutter wheel dia 350 mm comma load speed 3800 rpm comma input power 2400 w comma net weight 15 point 800 kgs , pipe cutter blade14 inch dia suitable for electric heavy duty iron cutting machine , portable welding machine copper heavy duty portable comma air cooled 2 phase 230 oblique 440 volt comma load capacity 5 kw , welding rod no 10 comma 90 rod each pkt of make surya or equivalent with isi mark , protection gear for welding command one set of protection gear , pvc aluminum cable seathed 2 core x 10 sqmm 240 volt and 92 mtr each roll comma make plaza comma philips oblique v gard oblique equivalent , measuring tape 5 mtr best quality best quality isi marked , add amount for skilled labour

CTN :41002970

29 Jul, 2025 NA

Nagpur - Maharashtra

Tender For procurement of geo technical equipments of rock testing - core drilling machine for rock sample preparation , installation, commissioning and training charges for core drilling machine for rock sample preparation , core cutting and grinding machine for rock sample preparation , installation, commissioning and training charges for core cutting and grinding machine for rock sample preparation , polishing and lapping machine for rock sample preparation , installation, commissioning and training charges for polishing and lapping machine for rock sample preparation , uniaxial compressive strength test - rock or concrete , installation, commissioning and training charges for uniaxial compressive strength test - rock or concrete , triaxial compressive strength - triaxial testing , installation, commissioning and training charges for triaxial compressive strength - triaxial testing , tensile strength - brazillian method semi-automatic , installation, commissioning and training charges for tensile strength - brazillian method semi-automatic , shear strength test machine - rock direct shear testing , installation, commissioning and training charges for shear strength test machine - rock direct shear testing , point load strength index tester - point load index , installation, commissioning and training charges for point load strength index tester - point load index , slake durability test apparatus - slake durability abrasion resistance-weathering test , installation, commissioning and training charges for slake durability test apparatus - slake durability abrasion resistance-weathering test , unconfined compression apparatus - compression testing , installation, commissioning and training charges for unconfined compression apparatus - compression testing , instruments for measuring specific gravity of rock sample - electric oven, electronic balance, desicator vacuum , installation, commissioning and training charges for instruments for measuring specific gravity of rock sample - electric oven, electronic balance, desicator vacuum

CTN :41037847

22 Jul, 2025 12.35 Crore

Begusarai - Bihar

Tender For mgsy/25-26/begusarai/01 - construction of h.l rcc bridge ( 6 x 21.750 m) in between mathar kasimpur kurmi tola road and gupta lakhminiya rcd road under matihani block in the district of begusarai ., 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, 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. co

CTN :41037852

22 Jul, 2025 13.59 Crore

Araria - Bihar

Tender For mgsy/25-26/araria/02 - construction of rcc h.l. bridge in pagal chauk se kesa tola chainage 2.200 km par pul nirman karya, h.l. bridge work, 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., i. ordinary soil, i) upto 3m depth, providing and constructing temporary earth island (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth, 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(iv) rcc m-35 gradecase-i : with batching plant, transit mixer and concrete pump, well steining(vii) rcc m-30 gradecase-i : with batching plant and concrete pump, bottom plug(i) pcc grade m-20case-i : with batching plant and concrete pump, top plug(ii) pcc grade m-20case-i : with batching plant and concrete pump, well cap(ii) rcc grade m-30case-i : with batching plant, transit mixer and concrete pump, sinking of 6 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, depth below bed level upto 3.0 m., beyond 3 m upto 10 m depth, beyond 10 m upto 20 m, add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter, beyond 20 m upto 30 m, add 20% of cost for kentledge including supports, loading arrangement and labour., sinking of 7 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, depth below bed level upto 3.0 m., beyond 3 m upto 10 m depth, beyond 10 m upto 20 m, add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter, beyond 20 m upto 30 m, add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter, 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, rcc m-30, i) upto 5m height (using batching plant, transit mixer and concrete pump), ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, rcc m-35 (using batching plant, transit mixer and concrete pump), i) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), 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 struct

CTN :41037845

22 Jul, 2025 13.50 Crore

Araria - Bihar

Tender For mgsy/25-26/araria/01 - panchayat pipra vijayavar nuna nadi me high level rcc pul ka nirman karya, h.l. bridge work, 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., i) upto 3m depth, providing and constructing temporary earth island (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth, 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(iv) rcc m-35 gradecase-i : with batching plant, transit mixer and concrete pump, well steining(vii) rcc m-30 gradecase-i : with batching plant and concrete pump, bottom plug(i) pcc grade m-20case-i : with batching plant and concrete pump, top plug(ii) pcc grade m-20case-i : with batching plant and concrete pump, well cap(ii) rcc grade m-30case-i : with batching plant, transit mixer and concrete pump, sinking of 6 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, depth below bed level upto 3.0 m., beyond 3 m upto 10 m depth, beyond 10 m upto 20 m, add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter, beyond 20 m upto 30 m, add 20% of cost for kentledge including supports, loading arrangement and labour., sinking of 7 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, depth below bed level upto 3.0 m., beyond 3 m upto 10 m depth, beyond 10 m upto 20 m, add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter, beyond 20 m upto 30 m, add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter, 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, i) upto 5m height (using batching plant, transit mixer and concrete pump), ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, i) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), 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

CTN :41037844

22 Jul, 2025 13.03 Crore

Patna - Bihar

Tender For mgsy/25-26/balia/01 - construction of h.l rcc bridge ( 8 x 21.750 m) in between t01 se sonwarsha path under shamho akha kurha block in the district of begusarai, 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, 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 specifications, 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., furnishing and placing reinforced/prestressed ceme

CTN :41072666

21 Jul, 2025 1.69 Lacs

Idukki - Kerala

Tender For cutting arayilpadi road concrete in ward 4

Central Government And Public Sector

CTN :41039161

31 Jul, 2025 43.24 Lacs

Najibabad - Uttar Pradesh

Tender For supply of material and job work under mc ew c of am to conservation and restoration of baoli stepwell inside pathargarh fort najibabad bijnor - items to be executed, u.s. lime, surkhi, coarse sand, lakhori brick, c.r sand stone, r.r sand stone, brick aggregate, belgiri, gum, gur, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:3:6 (1 cement : 3 coarse sand (zone-iii) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from naturalsources) (gst correction factor 0.973x7178.75=6984.92, steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (gst correction factor 0.973x172.60=167.94, excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete(gst correction factor 0.973x700.50=681.58, painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats on new work(gst correction factor 0.973x155.90=151.69

Central Government/Public Sector

CTN :40994749

30 Jul, 2025 NA

Ajmer - Rajasthan

Tender For provision of soil back filling/stone pitching work behind ohe mast/portals to improve the ohe reliability over ajmer division.

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