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CTN :40852671 Due date: 24 Jul, 202524 Jul, 2025 68.15 Lacs
Tender For corrigendum : supply of the rubber parts to the divisions of nwkrtc. - power steering hose pipe with both side nut, assly tube with crimped rubber hose - 1, assly tube with crimped rubber hose - 2, bend hose, front engg. mounting pad - 1, c.j.rubber (honey comb), radiator l type hose, rear engg. mounting pad rh, front engine mounting pad t.c., c.j.rubber (metalic), honey comb rubber (spicer), assly teflon hose bs-iii, stainer hose, ac head hose tc / hose plain bs-ll.tata, tube cpr water in let, tube cpr water out let - 1, hose flexible bs-iii - 1, radiator bottom hose, hose radiator to eng., radiator hose 1512 t.c., radiator hose 1512 t.c. - 1, radiator hose 1512 t.c. - 2, radiator hose 1512 t.c. - 3, fuel hose (big), fuel hose (small), steering column bush - 1, radiator top hose bs-iv, radiator bottom hose bs-iv, hose flexible bs-iii - 2, c.j. rubber midi, rubber hose 1512 bs-iv - 4, tube cpr water out let - 2, assembly. metal pipe bs-iii tc, hose radiator to wp, assembly rubber support front bs-iii, fuel flexible hose bs-iii, fuel hose 500 mm, hose assey filter to fip / flexible pipe, hose assey filter to fip, rubber element (front), rubber element (rear), radiator hose 1/2 inch x 40 inch, radiator bend hose, fuel hose leyland, radiator line hose bs-ii, engine mounting metecon, front engg. mounting pad - 2, rear engine mounting pad (metacon), l hose radiator leyland, steering column bush - 2, centre bearing rubber 12 mtr, center bearing rubber - 2, radiator hose s type bs-iv, radiator dat hose, radiator hose - 3, hump hose inlet/outlet, radiator hose bs-iv, leyland midi centre joint rubber, engine mounting pad leyland midi - 2, engine mounting pad leyland midi - 1, a/c hose assembly 30cm / leyland midi a c hose, leyland midi steering hose, leyland midi radiator hose, radiator l type hose bs-iii/bs-iv, radiator reducer l type hose bs-iv - 1, radiator reducer l type hose bs-iv - 2, radiator reducer l type hose bs-iv - 3, leyland hose rubber end 50012m 251oh, t type hose for bs-iii leyland, gear lever boot leyland bs-iii, front engine bedding / cushion rubberrear engine mtg, bracke front engine mouting rh, hose ait compressor, rubber cushion centre, hose for oil voccum return , inter cooler hose - 1, radiator upper hose, turbo hose, hose air compresor water supply, radiator hose lower, hose in tank, hose inter cooler inlet, rear engine mounting pad, rubber over flow, hose radiator, inter cooler hose - 2, hose dearation tank - 2, hose - 2, hose - 3, radiator hose - 4, egr coolant in pipe, assembly hose radiator lower, hose inlet, radiator, pipe assembly fill line, dearation tank, hose upper fill line, hose dat, hose - 5, assembly coolant pipe outlet, hose intercooler out - 2, hose tc out, bellow intercooler, assembly compressor oil inlet(e694 engine), assembly pipe air inlet, hose radiator upper (30.25/33.25), hose dearation tank - 1, assembly coolant pipe inlet, hose manifold inlet, rear engine bedding , hose assembly pressure pump, center bearing rubber - 1, hose intercooler inlet (tipper/6x2), hose outlet, radiator, hose intercooler out - 1, pipe bunch assembly heating line (ad blue pipe), power steering pipe - 1, power steering pipe - 2, power steering pipe - 3, power steering pipe - 4

CTN :41076604 Due date: 25 Jul, 202525 Jul, 2025 NA
Tender For supply of t banner with zari regt crest , spur box , t stand metal steel , lancer penant with star and ashoka , lancer pipe col of regt with rings , lancer penant col of the regt , regt flag 6x4 with silken crest , national flagt 6ft by 4ft , name plate metal col of the regt , pagri complete , lancer pipe steel 10.5ft , brass table stand , zari table flag 10cm by 15cm , donga large , donga small , citation steel , citation golden

CTN :38834377 Due date: 18 Jul, 202518 Jul, 2025 NA
Tender For bid to ras supply of white metal special tin alloy ingotyld5 1.75% c4 28.530. 56 - n0283-0007117 , fibre glass sewing thread 1/16" - n0330-r005862 , oil joint 1/64" (gasket oil proof joining62x42x1/64" ) - n0414-0002315 , oil resistant compressed asbestos fibre jointing in 100 ydr-n0414-9241809 , pvc fireretardent rexine white navy ft first grade material- n0451-r003518 , goggles industrial panorama - n0461-0005228 , water proof emery paper 180 (9" x 11" ) - n0461- 1293935 , glass textolite sheet 1mm-n0461-r012703 , rod cast nylon 38mm length 300mm-n0559-r013048 , rod cast nylon 50mm length 300mm-n0559-r013051 , nylon rod 2-1/4" - n0559-r013052 , fibre glass sleeve unvarnished 6mm-n0559-r013063 , cable welding copper nominal area of conductor 50 sqmm-n0561- 5218538 , wire, welding aluminium spool content. 5% mag. alloy 1.60mm-n3439-000138 , holder for electrodes(fully insulated) 600 amps current- n4370-001958 , hose rubber welding - n4720-000027 , pvc roll jade green 3mm thick-n7220-p000006 , tape adhesive transparent 5.00cmx65mtr thickness 25microns - n8040-000048 , gloves protective 127mm-n8415-000009 , gloves rubber-n8415-000173 , tube copper len 30m, ext dia 9.60mm, thickness 1.63mm - n4710-000459 , tube copper solid 3/16" dia- n4710-000458 , steam joint(1/32" ) 2000 x 1500x0.8mm- n0414-9230930 , tube ms 2" x188wdg for steam pipe- n4710-000418

CTN :41075806 Due date: 24 Jul, 202524 Jul, 2025 NA
Tender For construction of tennis court with synthetic surface and accessories : : - constr of sub base of 4 inch thick pcc of size 120 ft x 60 ft with layer of 60 to 40 mm stone metal mixed with murum or rolling with 8 to 10 ton roller with bm 35 mm thick and seal coat 15 mm thick , providing 5 layer synthetic acrylic standard system consisting of one coat of acrylic primer followed with two layer of acrylic resurfacer and the final two coats are of acrylic colour , line marking as per itf standards alongwith white taxtured acrylic paint , 3 ft net posts made of ms pipe of 6 inch diameter set in concrete sleeves , standard 42 ft wide net doubles court made of braided polyethylene or polyester , 10 nos phiips led flood light 200 watt mounted on 10 nos pole and diameter of the pole 3 inch square ms pipe of height 13 ft and underground 3 ft and above ground 10 ft , wiring of led flood light on pole with 200 mtr and 2 core electric cable

CTN :40813063 Due date: 17 Jul, 202517 Jul, 2025 NA
Tender For corrigendum : supply of replacement and repair maint work of rpl no 12 c c - replacement of existing 04 x hinges of ramp as per sample inclusive all charges , replacement of existing ms iron beam and garder of ramp of front side of size 20 ft and thick 15 mm , repair and maint of ramp winch balancing problem and handle problem of pbs and sbs , replacement of existing 04 x ms iron air wind pipe of both side of size 2 ft 5 inch and 2 mm thick , replacement of existing 01 x fire hydrant valve and 1 x outlet valve as per sample , replacement of existing roof ms plate of sbs of master cabin of size 15 ft x 2 ft 4 inch and 3 mm thick and including ceiling remove and refixing , replacement of existing ms plate of port side near main engine of size 4 ft 4 inch x 3 ft 6 inch and thick 6 mm inclusive all charges. , replacement of existing ms plate of driver cabin bathroom of size 8 ft 4 inch x 3 ft and thick 6 mm and replacement of tile of driver cabin bathroom of size 5 ft 4 inch x 3 ft , supply and fixing of pvc pipe line connection from water tank to both side or bathroom and offr bathroom with kitchen of size l 185 ft, half dia and and , replacement of existing accelerator throttle of sbs and pbs as per existing specification with 20 mtr swr thick 4 mm , balancing, remetalling of existing sbs propeller fan with brass metal , replacement of rotary pump as per existing specification , replacement of existing 02 x transparent glasses of master cabin of size 24 inch x 18 inch and thick 3 mm inclusive all charges ) /bid number : gem/2025/b/6371738 * /dated: 22-06-2025 & & / bid document 1 / 13

CTN :41082917 Due date: 22 Jul, 202522 Jul, 2025 3.59 Crore
Tender For state scheme (nabard)/25-26/barsoi/01 - construction of hl rcc bridge from ganjan to vibhor hat road at ch.-1.720km, 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 island 8 m diameter for construction of pile foundation. assuming depth of water 4.0 m and height of island 4.5 m., dismantling of reinforced concrete pile head complete as per drqwing and technical specification, providing and laying of pcc m15 levelling course 150mm thick below the pile cap. ii. pcc grade m-15 (levelling course), r.c.c. grade m 35 in pile foundation complete as per dwg & tech specification. pile cap in rcc m-35, bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. ii. 1200 mm dia, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 6 mm thick as per detailed drawing., r.c.c. grade m-35 in substructure complete as per dwg & tech specification i) upto 5m height (using concrete mixer), r.c.c. grade m-35 in substructure complete as per dwg & tech specification ii) from 5m upto 10m height (using concrete mixer), r.c.c. grade m-40 in substructure complete as per dwg & tech specification ii) from 5m upto 10m height (using concrete mixer), supplying, fitting and placing hysd bar reinforcement (fe 500) 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 pot-ptfe bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, ptfe surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per irc: 83 part-i & ii respectively and other parts conforming to bs: 5400, section 9.1 & 9.2 and clause 2006 of morth specifications complete asper drawing and approved 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 i) sandy material, providing and laying filter media with granular crushed aggregates 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, providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 ii. rcc m-35, supplying, fitting and placing hysd bar reinforcement (fe 500) in superstructrue complete as per drawings and technical specification clauses 1002, 1010 & 1202, providing and laying cement concrete wearing course m30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3, provision of an reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with rein forced cement concrete with hysd r

CTN :41082915 Due date: 22 Jul, 202522 Jul, 2025 9.97 Crore
Tender For (nabard)/25-26/samastipur/01 - construction of hl rcc bridge over shanti river in chakmahesshi panchayat near chakmaheshi dhala, 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 laying of pcc m15 levelling course 100mm thick below the pile cap.ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification.pile cap in rcc m-30, bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m.ii. 1200 mm dia, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, 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., carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specificationi) upto 5m height (using concrete mixer), ii) from 5m upto 10m height (using concrete mixer), r.c.c. grade m-35 in substructure complete as per dwg & tech specificationrcc m-35ii) from 5m upto 10m height (using concrete mixer), 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 i) sandy material, 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 1205.5ii. rcc m-30, 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 800 and 1206.3,

CTN :41073866 Due date: 21 Jul, 202521 Jul, 2025 NA
Tender For supply and delivery of forest management tools, furniture, construction materials and stationery to myagdi district - garden spade, pickaxe(gaiti), axe, full body safety harness, aluminum folding step ladder, gardening scissor, hand pruning saw 15"(ch.), measuring tape(steel or fibreglass), grass trimmer, gal, ghan, tree cutting machine, chhino, plastic safety shoe, forest fire safety back pack spray(20ltr), streture, steel bucket, nilon string(thick), sickle for clearance, steel daraj, office table (48" x 24"), plastic chair(heavy), opc cement, water tank ( polyethene hiltek ns iso premium), revolving chair, 1" hdpe pipe(pn 12.5), metal framed wooden bench, plastic tarpaulin, wooden daraj, office table big(wooden), wooden chair, sofa set, pvc carpet, plastic dining table with 4 chair, photo copy machine(3 in 1), sound system with speaker, garden spade, pickaxe(gaiti), axe, full body safety harness, aluminum folding step ladder, gardening scissor, hand pruning saw 15"(ch.), measuring tape(steel or fibreglass), grass trimmer, gal, ghan, tree cutting machine, chhino, plastic safety shoe, forest fire safety back pack spray(20ltr), streture, steel bucket, nilon string(thick), sickle for clearance, steel daraj, office table (48" x 24"), plastic chair(heavy), opc cement, water tank ( polyethene hiltek ns iso, premium), revolving chair, 1" hdpe pipe(pn 12.5), metal framed wooden bench, plastic tarpaulin, wooden daraj, office table big(wooden), wooden chair, sofa set, pvc carpet, plastic dining table with 4 chair, photo copy machine(3 in 1), sound system with speaker, garden spade, pickaxe(gaiti), axe, full body safety harness, aluminum folding step ladder, gardening scissor, hand pruning saw 15"(ch.), measuring tape(steel or fibreglass), grass trimmer, gal, ghan, tree cutting machine, chhino, plastic safety shoe, forest fire safety back pack spray(20ltr), streture, steel bucket, nilon string(thick), sickle for clearance, steel daraj, office table (48" x 24"), plastic chair(heavy), opc cement, water tank ( polyethene hiltek ns, premium), revolving chair, 1" hdpe pipe(pn 12.5), metal framed wooden bench, plastic tarpaulin, wooden daraj, office table big(wooden), wooden chair, sofa set, pvc carpet, plastic dining table with 4 chair, photo copy machine(3 in 1), sound system with speaker

CTN :41037856 Due date: 22 Jul, 202522 Jul, 2025 7.68 Crore
Tender For mgsy/25-26/jhajha/01 - construction of rcc hl bridge on kiyajori se maharaidih, foundation, 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 laying of pcc m15 levelling course 100mm thick below the pile cap.ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification.pile cap in rcc m-30, bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m.ii. 1200 mm dia, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, 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 @ rs. 5526.00 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. 225.00 per m for service road., carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specificationi) upto 5m height (using concrete mixer), ii) from 5m upto 10m height (using concrete mixer), r.c.c. grade m-35 in substructure complete as per dwg & tech specificationii) from 5m upto 10m height (using concrete mixer), 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 i) sandy material, 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 1205.5ii. rcc m-30, 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 con

CTN :41037837 Due date: 22 Jul, 202522 Jul, 2025 15.13 Crore
Tender For mgsy/25-26/bhabhua/01 - name of work: construction of proposed hl rcc bridge on durgawati river at swar gadh of rampur block in the dist-kaimur(bhabhua), length- 111.60mfoundationexcavation for structuresearthwork 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 laying of pcc m15 levelling course 100mm thick below the pile cap.ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 35 in pile foundation complete as per dwg & tech specification.pile cap in rcc m-35 (using batching plant, transit mixer and concrete pump), bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m.ii. 1200 mm dia (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, 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 @ rs. 5526.00 for each island.), carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of loada) initial load test on test pile for 2.5 times the design load specified in drawings1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings1.2 m dia pile (2% of piles in total) ., substructurer.c.c. grade m-30 in substructure complete as per dwg & tech specificationrcc m-30 (using batching plant, transit mixer and concrete pump)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), 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 i) sandy material, 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, superstructureproviding and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5ii. rcc m-30 (using batching plant, transit mixer and concrete pump), supplying, fitting and p
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