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CTN :41100564 Due date: 04 Aug, 202504 Aug, 2025 NA
Tender For supply of oxidised regenerated cellulose size 2 inchs x 3inchs box of 10 , oxidised regenerated cellulose size 4inchs x 8 inchs box of 10 , human fibrin sealant glue with 45 cm flexible tip comma 2ml kit , ventillator tubing disposable without water trap complete adult 22mm dia , ventillator tubing disposable without water trap set complete paediatric 10 mm dia , ventillator tubing disposable without water trap set complete paediatric 15 mm dia , percutaneous tracheostomy kit set complete with forceps comma dilator and tracheostomy tube size 8point 5mm , e ptfe felt 4 x 4 inches , e ptfe felt 6 x 6 inches , infant feeding tubes size10fr , minispike for iv bottles oblique multidose vials , epicardial fat retractor coronary artery retraction clip , pediatric ecg electrode pkt of 50 , polypropylene blue filament 1oblique2 c rb da sz 5 oblique 0 90cm 16 oblique 17mm needle da , prolene 60cm 3 oblique 8 c bv 175 dash 6 everpoint needle double armed 7oblique0 9 point 3mm , polyproplene bluemonofilament 1oblique2 circle taper point da sz 3 oblique 0 60cm 26 mm , polypropylene blue monofilament 70dash 75 cm size dash1 1 oblique 2 circle rb 36 mm needle , polypropelene 3 oblique 0 26 mm 120 cm 1oblique2 , polyester braided 2oblique 0 17 mm da coded book sutures foil of 10 sutures , haemostatic clips titanium haemostatic clips lt 300 , haemostatic clips titanium haemostatic clips lt 400 , clip appliers for haemostatic clips titanium 300lt cartridges of 6 , clip appliers for haemostatic clips titanium 400lt cartridges of 6 ) /bid number : gem/2025/b/6450265 * /dated: 16-07-2025 & & / bid document 1 / 23

CTN :41115582 Due date: 07 Aug, 202507 Aug, 2025 3.74 Lacs
Tender For supply of dglp aon 06 surg qe mar 2025 d d - dressing sterile 8 x 8 box of 3 , dressing collagen wound management material 5 ml , dressing collagen material , slab plaster of paris 10 x 38 cm tin of 50 , slab plaster of paris 75 x 15 cm tin of 50 , suspensory scrotal , haemostatic clips titanium haemostatic clips large , mesh prosthesis for hernia small polypropylene mesh size 6 11 cms , polyamide monofilament size 2 0 70 80 cm 3 8 circle reserve cutting 40 45 mm , polyamide monofilament size 3 0 70 80 cm 3 8 circle reverse cutting 25 30 mm , polyamide monofilament size 4 0 40 50 cm 3 8 circle cutting 15 20 mm , polydioxanone size 1 1 point 5 cms loop 1 2 circle rb needle 50 55 mm , polydioxanone size 1 90 cms 1 2 circle needle 40 45 mm , polyglicaprone size 3 0 70 75 cm 1 2 circle rb 20 25 mm , poliglecaprone size 3 0 70 75 cm 3 8 circle cutting 20 25 mm , polipropylene blue monofilament 70 75 cm size 3 0 1 2 circle taper cut 25 mm double needle , polypropylene blue monofilament 70 75 cm size 3 0 3 8 circle reverse cutting 12 mm , polypropylene blue monofilament 70 75 cm size 5 0 3 8 circle reverse cutting 12 13 mm double needle , polypropylene blue monofilament 70 75 cms size 2 0 3 8 circle reverse cutting 12 mm point , polypropylene mesh 15 x 15 cms mesh prosthesis for hernia medium polypropylene mesh size 15cms 15 cms ) /bid number : gem/2025/b/6461754 * /dated: 17-07-2025 & & / bid document 1 / 20

CTN :41114760 Due date: 28 Jul, 202528 Jul, 2025 NA
Tender For supply of guava packed juice , roasted almonds , roasted cashew , energy snacks bar , roasted chana , roasted peanut , gunny bag 35 kg , gunny bag 20 kg , gunny bag 50 kg , packing tape , poly bags , sutli , rubber band , carton box water proof , dura cell tourch , jerricane plastic 10 ltrs and 5 ltrs , nylon rope , plastic tarpaulin , inj morphine , inj pethidine , inj pantaprazole , inj lasix , inj deriphylline , inj avil , inj adrenaline , inj dopamine , inj dexamethasone , inj tetanus toxoid , inj ranitidine , inj hydrocortisone succinate , inj dicyclomine , inj diclofenac sodium , inj perinorm , inj lignocaine 2 percent , inj ciprofloxacin , inj metrogyl , inj cefotaxim , inj gentamycin , inj atropine , inj mannitol , inj 25 percent dextrose , tab paracetamol 650 mg , tab loperamide , tab racecadotril , tab erythromycin , tab ciprofloxacin , cap amoxicillin , tab voveran , tab t.cold , tab ibubrufen , tab levocetrizine , tab perinorm , tab amlodipine , tab multivitamin , tab lasix , tab deriphylline , tab aluminium hydroxide , cap omeprazole , tab dexamethasone , tab clopidogrel , syp digene , tab disprin , tab acetazolamide , tab norfloxacin , tab tinidazole , iv fluid rl , iv fluid 5 percent hemacell , iv fluid dns , iv fluid ns , iv set , iv cannula grenn pink blue , scalp vein set , syringes 2 ml , syringes 5ml , syringes 10 ml , distilled water plastic , eye tear drop carboxymethylcellulose , eye drop , nasal drop nasivion , inhaler asthalin , inhaler budicort , urinary catheter , urinary bag , infant feeding tube , packet ors , powder glucose , lignocaine gel , gel diclofenac , suture material , suturing needles large , suturing needles small , gloves surgical no 7 , surgical blade no 22 , surgical blade no 12 , crepe bandage 10 cm , crepe bandage 15 cm , triangular bandage , cotton , adhesive plaster roll , elasto plaster , diclofenac spray , lactocalamine lotion ea , hydrogen ) /bid number : gem/2025/b/6432659 * /dated: 17-07-2025 & & / bid document 1 / 108 peroxide wound cleaning sol , chill blains cream , betadine sol , bp apparatus manual , stethoscope , scissors 12.5 cm , thermometer , torniquet , ambu bag , resuscitation tube , artery forceps , dressing forceps , needle holder , venesection set , oxygen cylinders portable 200 ltr complete set , torch tp with cells , stretcher folding , splint cramer wire , thomas splint with foot piece , sleeping bag special , socks woollen , jacket down , trouser down , ruck sack 70 ltrs , under shirt cold weather , trouser cold weather , over garment blouse white wind cheeter , socks thorolue , poncho glacier rain coat , carry mattress , gaiters , boot asolo kofflach , down suit summit suit , boot millet , hand gloves , cap balaclava , snow goggle , down mitton , rock pitton , boot crampon , avalung , knife all purpose , jummar , ice axes cum hammer , pulley , descender , head light , rope climbing 50 mtr coil , fixed rope nylon , rescue bag , rock hammer , combined harness , seat harness , avalanche rod , avalanche cord , ut 2000 stretcher , carabiner plane type , carabiner screw type , ice pitons tubular , ladder ice wall , ice axe , snow shovel black diamond , snow bar , drum plastic , tape sling , water bottle , mh dome tent , tent arctic med , tent 3 4 men set , tent mtn hardware 3 4 men set , tarpaulins , stove 5 ltrs , stove 3 ltrs , patila 13 inch with lid , patila 10 inch with lid , patila small with lid , karchi , knife , pressure cooker 22 ltrs , pressure cooker 12 ltrs , pressure cooker 6 ltrs , flag off in ceremony for 22 people , porter and ponies for 22 people , transportation for 22 people , peak booking fees in uttarakhand for 22 people , spoon , jerrycane plastic 10 ltrs , jerrycane plastic 05 ltrs , parat med , parat large , tea poni , kettle aluminium small , isat phone , radio set hx , gps , motorola set with spare bty , motorola base station , insurance for mounteering team

CTN :41100502 Due date: 31 Jul, 202531 Jul, 2025 NA
Tender For supply of expendable medical stores items - base plate upper box of 12 , silk 3-0 surgical suture , 4percent, 6percent gp point germicidal assorted box , medicament root canal pulpery , prophylaxis paste jar of 300-500 gm , disc polishing for composite , lignocaine hcl 2percent with adrenaline 1 ratio 80000 30 ml inj , lidocaine or lignocaine hcl 2percent with adrenaline or epinephrine 1 ratio 80000 , latex and methyl paraben free glass cartridge of 1.8 ml , post extraction alveolar dressing material jar 10 gms , paraffin soft yellow, jar of 4 kg , abrasive, white acrylic fig 4 for straight hand piece , syringe hypodermic cartridge type needle presterlised disposable pkt of 100, size 25 mm , crown and bridge plaster die stone super hard for pkt of 01 kg , bur, round tungsten carbide for fg 1.0 mm, pkt of 3 , bur fissure flat cross-cut tungsten carbide for fg 1.2mm , gutta percha points 2percent set of 02 boxes of size 15 to 40 and 45 to 80 box of 120 , material restorative glass ionomer type ii for filling containing powder 10-15 gm and liq, set of , endodontic access burs-set of 06 , endodontic safe non cutting ended bur for access cavity, set of 2 , gp solvent-bott of 10- 20 ml , composite finishing and polishing kit , hand piece lubricant spray bott of 500 ml- 600ml , dental floss ) /bid number : gem/2025/b/6458613 * /dated: 16-07-2025 & & / bid document 1 / 24

CTN :41067144 Due date: 22 Jul, 202522 Jul, 2025 8.85 Crore
Tender For mgsy/25-26/siwan-1 /01 - high level bridge across river on const. of rcc hl bridge with approach road over sona river between pakri makriyar to chhotka manjha in block - siwan sadar , rwd division siwan-1 , district - siwan , 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 the fu

CTN :41082911 Due date: 22 Jul, 202522 Jul, 2025 10.10 Crore
Tender For mgsy/25-26/teghra/02 - construction of h.l rcc bridge ( 6 x 18.75 m) over river balan in between pwd road to mujahidpur ( maheshpur- gehuni ghat per balan nadi par pul ) under bhagwanpur 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 ., levelling course for pile cap , providing and laying of pcc m15 levelling course 100mm thick below the pile cap., providing and laying reinforced cement concrete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 , rcc grade m -35 in pile cap, bored cast in situ piles r.c.c m-35 , pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lift and lead up to 1200 m, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 54.273+16.411+74.929+ 29.651= 175.264, 6mm thick. steel liner as per drawing and technical specification ., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well. assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth @ rs. 3768.00 for each island., pile load test on single vertical pile in accordance with is:2911(part-iv) 1985, a) initial load test @ 2.5 times load on 1 pile, c) lateral load test, 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 = 20.810+28.454+1.762+0.313+1.289+1.139 =53.77, 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 cement concrete in super-structure as per drawing and technical specificatio,rcc grade m 30, height 5m to 10m, reinforeced cement concrete m30 grade approach slab including reinforcement and formwork complete as per drawing and technical specification, pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, construction of rcc railing of m30 grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as

CTN :41082914 Due date: 22 Jul, 202522 Jul, 2025 4.44 Crore
Tender For (nabard)/25-26/rajauli/01 - 1) name of work: construction of hl rcc bridge over khuri river in gram panchayat bakshanda, 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 diasmeter all complete job as per specifiactions and direction of e/l, 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 reinforced concrete pile head complete as per drawing and 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 m30 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 height, 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. elastomeric bearing & pad, 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 the full height compacted., providing rcc m 30 grade & super structure :--furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach slab:-- reinforced cement concre

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

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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