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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 :41037857 Due date: 22 Jul, 202522 Jul, 2025 9.18 Crore
Tender For mgsy/25-26/gopalganj-1 /01 - high level bridge across river on barai patti to niranjana janewali path me dhawast screw pipe pul ke asthan par new pul nirman in block - gopalganj , rwd division gopalganj-1 , district - gopalganj , bihar, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity a) initial and routine load test, pile load test on single vertical pile in accordance with is:2911(part-iv) including dynamic load test for its integrity , length & capacity b) lateral load test, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diameter. all complete job as per specifications and direction of e/i., providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., 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., dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres(extra pile length). stripping off rcc m35 in the pile up to cut off level and disposal of debris with all leads and lifts., sand filling in foundation trenches as per drawing & technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m-30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design upto 5 m hieght, providing rcc m-30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design beyond 5 m and upto 10m hieght, supply fitting & fixing elasto-meric bearing & seismic pad :-- 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 weep holes in abutment cap with 100mm dia ac pipe:-- 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 placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to th

State Government

CTN :41058416 Due date: 11 Aug, 202511 Aug, 2025 6.42 Crore
Tender For providing, fabricating and erecting of gate leaf assembly, embedded parts, hoist platform, hoist mechanism with all related parts etc. as per drawings and specification for vertical gate (size 30 x 17-12 nos.) of judvadli irrigation scheme. (dist: gir somnath)

Central Government/Public Sector

CTN :41068811 Due date: 22 Jul, 202522 Jul, 2025 8.27 Lacs
Tender For providing, fabricating including design of mould and casting of tetrapod for wave flume studies in mpwb hangar at cwprs, pune-24

State Government

CTN :41072345 Due date: 02 Aug, 202502 Aug, 2025 NA
Tender For supply of 74275m of 40mm dia isi marked gi bclass pipes of length 5m,3.2mm thick,weighing 3.56kg per meter from original manufacturers,ist dealers for fabricating earth pipes for ksebl at cmf pallom,mf2 kolathara

Central Government And Public Sector

CTN :41055484 Due date: 22 Jul, 202522 Jul, 2025 NA
Tender For supply and installation of portable toilet having specification as per attached :- ms portable t oilet cabin (ews) of size 4'x4'x8'.5" which includes all necessary electrical fittings. *components* 1. main d oor - 1 nos - size 6.5'x2.5' *electrical fittings* 2. led light - 1 nos 3. bulk head door light - 1 nos 4. exhaust fan - 2 nos 5. switch & socket board - 2 nos 6. ewc commode with flush tank (parry ware) - 1 nos 7. wash basin with tap fittings (parry ware) - 1 nos 8. provision for 300ltrs water tank stand - 1 nos *fabricating spe cifications* 1. bottom frame - 100 x50 mm square pipes of m.s 2. stiffener bottom - 25x50 mm square pip es. 3. top frame - frame made of 25x50mm square pipes 4. stiffener top - 25x50 mm & 25x25 mm squar e pipes 5. side wall stiffeners - corners shall be of 25x50 mm square pipes & wall thickness of 50 mm 6. p aneling outside - specially corrugated 1.2mm thick sheet welded on ms frame's marked 7. internal wall pan eling - the paneling of side walls and roof shall be of 9 mm thick pre laminated particle board (or) mdf bo ard & all vertical and horizontal corners shall be neatly and smoothly finished with aluminum sections. 8. r oof outside - 1.2 mm thick ms sheet properly sloped with water tight. isi marked 9. bottom flooring - on th e bottom frame 18 mm thick bison panel i.e. cemented bonded fiber sheets shall be fixed by means of self- taping screw & 1.5mm thick pvc vinyl carpet shall be fixed on the panel. (100% water, termite & dimension al proof with vinyl carpet) 10. aluminum sliding windows - double shutter sliding aluminum powder coated windows of 1.2mm thickness with 4mm thick glass for all windows & canopy on the top of windows 11. mai n door - the door shall be of external opening type. made out of the same material as wall panels & canop y above the door. frame work by tubular pipe of 25x25 & the door interior shall be finished with same mat erial matching with that of the cabin interior. door with std hardware locks & handles 12. insulation - 25m m glass wool density of 32 kg/m3 with insulation for top & 12mm foam on side walls. 13. wiring - all wiring shall be concealed and shall be pvc insulated copper wires of isi quality, suitable for 240 volt, 50 hz single phase ac power supply with mcb protection. isi marked - light, fan - 1.5 mm thick cable - socket, ac - 2.5 mm thick cable - main supply - 4 mm thick cable 14. outside painting - all components are painted with a coat of primer & 2 coats of corrosion free paint i.e. synthetic enamel paint. 15. hooks - specially formed for easy lift & shift. ]

Central Government/Public Sector

CTN :41009482 Due date: 08 Jul, 202508 Jul, 2025 NA
Tender For providing, fabricating and fixing m.s. grill and allied works on the boundary wall at officers?? quarter, cunningham road, rbi bengaluru

CTN :41013187 Due date: 15 Jul, 202515 Jul, 2025 1.76 Crore
Tender For a job work of providing fabricated container library of size 40 x 8 x 8.5 feet by way of fabricating, panelling, insulating, electrification with solarized backup and fabricated compound etc. complete job with loading, shifting, unloading and install

CTN :40999944 Due date: 15 Jul, 202515 Jul, 2025 NA
Tender For providing and fabricating structural steel work, g.i. shed towards garden to main hospital building (l/s) at sir j. j. group of hospital, mumbai.
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