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CTN :41114176 Due date: 14 Aug, 202514 Aug, 2025 NA
Tender For supply of 815 hmv 6x6 442 985 511 824 , 10519194 lv7t 815 hmv 6x6 990 100 901 000 cylinder head kit , 10516440 lv7t 815 hmv 6x6 442 076 608 824 heater to tank , 10532610 lv7t 815 hmv 6x6 130 012 280 774 gar helical , 10521415 lv7t 815 hmv 6x6 549 452 024 000 door lock , 10518069 lv7t 815 hmv 6x6 442 987 420 894 instrumental panel , 10518142 lv7t 815 hmv 6x6 443 522 036 0 heater 2n1 art 111 24v , 10522070 lv7t 815 hmv 6x6 442 070 220 514 cooler body , 10521156 lv7t 815 hmv 6x6 442 072 781 424 transfer gear box , 10516289 lv7t 815 hmv 6x6 442 075 300 124 exhaust brake , 10517972 lv7t 815 hmv 442 985 510 974 carpet , 10520529 lv7t 815 hmv 9515 014119 front sheet lh , 10517324 lv7t 815 hmv 443 332 030 000 cover d4 671 00 , 10530831 lv7t 815 hmv 205 361 004 4 sealing ring , 10532278 lv7t 815 hmv 442 029 370 744 bearing , 10568998 lv7t 815 hmv 443 421 015 000 voltmeter d60 24vganz , 10531177 lv7t 815 hmv 443 612 196 0 clutch booster , 10615264 lv7t 815 hmv 272 999 027 000 door filling lh , 10515650 lv7t 815 hmv 443 935 020 790 ring , 10531067 lv7t 815 hmv 443 612 218 0 releif valve vpc 4a 7 4 bar , 10531379 lv7t 815 hmv 443 831 019 000 electric wind screen apo , 10516399 lv7t 815 hmv 442 075 911 704 tube rh , 10521222 lv7t 815 hmv 442 072 511 184 housing i , 10520639 lv7t 815 hmv 442 071 430 344 shifter rod , 10519615 lv7t 815 130 017 260 234 reverse run gear , 10615327 lv7t 815 hmv 482 hp 01007 arrangement of ballast boxes , 10516967 lv7t 815 hmv 442 075 066 404 servo cylinder tie rod , 10615203 lv7t 815 hmv 482 hp 03057 cover assy , 10615262 lv7t 815 hmv 482 hp 03032 inner tube assy , 10526217 lv7t 815 hmv 990 100 848 000 neck 56294 15 , 10523193 lv7t 815 hmv 482 eg 04048 storage battery box , 10519470 lv7t 815 hmv 442 010 150 334 lower cover , 10531088 lv7t 815 hmv 443 612 241 000 filing connecting head 0484103106 , 10612004 lv7t 815 130 054 750 084 data plate , 10615017 lv7t 815 324 933 001 000 needle ii 3 x 23 8 1 53 5 , 10348214 lv7t 815 5325 008623 clutch push button , 10317971 lv7t 815 2930 002877 oil cooler , 10328318 lv7t 815 443 611 010 000 clutch valve 611006002 , 10324345 lv7t 815 130 079 020 224 alternator connector , 10330360 lv7t 815 311 113 010 000 rivet 8x18 csn 02 2331 7 , 10327161 lv7t 815 442 973 180 324 rear door lh , 10315322 lv7t 815 2510 72 0150794 spring assembly leaf 130 072 800 384 , 10322464 lv7t 815 131 857 042 078 fork , 10320287 lv7t 815 442 925 010 064 cover of air duct lh , 10610126 lv7t 815 130 987 420 954 instrument panel , 10610300 lv7t 815 130 987 030 484 front cover lh , 10570757 lv7t 815 442 985 510 204 carpet , 10589589 lv7t 815 130 989 020 424 front mudguard rh flap , 10322984 lv7t 815 990 700 006 000 frame , 10346815 lv7t 815 4820 72 0159602 wrench open end 130 051 390 204 , 10312292 lv7t 815 547 605 910 6 prm 3192 superstructure for gear box , 10630145 lv7t 815 458 mf 01002 complete frame assy with bumper , 10614824 lv7t 815 442 976 670 024 support filling , 10614854 lv7t 815 442 976 620 394 side cushion lh , 10337642 lv7t 815 442 078 741 174 rear sheet rh , 10328939 lv7t 815 442 630 030 034 yoke seat , 10342121 lv7t 815 4730 077746 sleeve , 10319771 lv7t 815 990 100 948 000 rear cover 0139221 , 10570924 lv7t 815 485 sk 00109 set of seals consisting of 40 items , 10342939 lv7t 815 150 110 //bid details 3 / 146 008 004 repair kit for servo steering cylinder , 10321014 lv7t 815 8x8 5440000210 rear step board , 10612353 lv7t 815 442 070 332 034 intake manifold central , 10614750 lv7t 815 130 075 572 144 cross girder , 10342993 lv7t 815 443 857 019 000 socket z 044 , 10614957 lv7t 815 634 413 203 055 door drop window glass , 10585501 lv7t 815 hmv 101 111 014 454 sealing ring 95x3 hhs 02 23095h 5009 02 , 10610732 lv7t 815 8x8 634 413 203 045 door glass , 10331634 lv7t 815 442 070 720 724 guide wheel intermediate piece , 10317211 lv7t 815 990 100 902 000 intermediate plate 960 6310 , 10321797 lv7t 815 442 929 440 034 screen holder , 10614869 lv7t 815 442 025 490 114 engine brake body , 10614826

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 :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

Corporations / Associations / Others

CTN :41096406 Due date: 21 Jul, 202521 Jul, 2025 23.35 Lacs
Tender For additional works (parking shed, compound wall, pergola) of uphc building at subrayan street (under mla fund) in division-108, unit-23, zone-08e-08

Central Government/Public Sector

CTN :41068893 Due date: 13 Aug, 202513 Aug, 2025 NA
Tender For balance work (job no. br.7/2/as/2021-22/236) repair work to the bearings and superstructure of rcc bridge on nh-715 from sanctioned contingency provision of the work.

CTN :41023490 Due date: 25 Jul, 202525 Jul, 2025 21.15 Lacs
Tender For development of interlocking pavers near basket ball stadium, kurubarpete, development of pergola and interlocking pavers front side of guru mess beside ro plant, kurubarapete wno.4 and construction mini water tank in kuruburpete samashana in kolar cmc limit.

CTN :41031198 Due date: 21 Jul, 202521 Jul, 2025 68.9 Thousand
Tender For estimate for painting of superstructure of cross regulator and replacing of damaged rope at rd 86500 of bikaner canal.

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

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 :41040053 Due date: 08 Aug, 202508 Aug, 2025 4.99 Crore
Tender For design and constr of 35 m span psc box girder on open fdn over chandey nallah 1 at km 1.080 and 30 m span psc box girder superstructure on open foundation over chandey nallah 2 at km 2.160 incl ssi on rd mangan sanklang under 107 rcc
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