Latest pile Tenders | Government pile Tenders

CTN :40870417

24 Jul, 2025 10.00 Lacs

Hoshangabad - Madhya Pradesh

Tender For corrigendum : procurement of allopathic medicines - diclofenac 50 mg , ibuprofen 200 mg , paracetamol 250 mg , paracetamol 500 mg , paracetamol 650 mg , levocetrizine , albandazole 400 mg , amoxycillin 250 mg , amoxycillin 500 mg , amoxycillin cv 625 mg , metronidazole 200 mg , metronidazole 400 mg , doxycylline 100 mg , clotrimazole vaginal , fluconazole 150 mg , ferrous salt 100 folic acid 500mg , folic acid 5 mg , folic acid 400 mg , isosorbide dinitrate sublingual 5mg , metoprolor 25 mg , amlodipine 5 mg , amlodipine 2.5 mg , telmisartan 40 mg , hydroclorothiadzide , atorvastatin 10mg , ciplox ciprofloxacin 250 mg , ciplox ciprofloxacin 500mg , ranitidine 150 mg , ondensetron 4 mg , ors powder , zinc sulphate dispersible 20 mg , dicyclomine 10 mg , domperidone , glimepride 2 mg , metformine 500 mg , levothyroxine 25 mg , levothyroxine 50 mg , levothyroxine 100 mg , sobutabmol 2 mg , vitamin c 100 mg ascorbic acid , cholecalciferol 60000 iu vit d3 , bcomplex neurobion , azithromycin 250 mg , azithromycin 500 mg , cefexime 200 mg , clopidogeral 75 mg , asprin 75 mg , omez d , pheniramine , adrenaline , gentamycin , ondem , dicyclomine , arv rabbies vaccine , paracetamol 125 mg 5ml 60 ml , paracetamol 250 mg 5ml 60 ml , levocetrizine montec lc 60 ml , amoxycilline 60 ml , zinc sulphate 60 ml , domperidome 60 ml , cefexim 60 ml , azithromycin 200 15 ml , clotrimazole 1 percent 15 gm , clotrimazole drops 1 percent , povidine iodine lotion 2 ltr jar , povidine iodine 250 gm , silver sulfadizene ssd oint 75 gm , calamine lotion 120 ml , benzyl benazate lotion permithirin 50ml , suframycin cream 15 gm , potassium permanganate 0.1 percent , zinc oxide cream 75 gm , hydogen peroxide solution 6 percent 400ml , bleaching powder 500 , gama benezene hexachloride lotion 100 ml , ear wax solvent drops combination of benzocaine chlorbutol paradichlorobenzene ) /bid number : gem/2025/b/6388758 * /dated: 26-06-2025 & & / bid document 1 / 94 and turpenrine oil 10 ml , budesonide resiprator solution for use in nebulizer 0.5 mg ml , salbutamol resiprator solution for use in nebulizer 0.5 mg ml , narmal saline drops 10 ml , eye drop ciprofloxacin 10ml , dyclofenac gel 30 gm , cotton 500gm , gauzethan , syringe 3 ml , syringe 5 ml , syringe 10 ml , gloves 7 , gloves 7 5 , sugar strips , laxix amp , pantoprozole 40 mg amp , monocef 1 gm cefexim amp , neurobion amp , vildagliptin 50 mg , sitagliptin 50 mg , dynagliptin m , olmetime amh 40 , chloroquine , mefloquine , quwine sulphate , primaquine , sulphadoxine pyrimethamine , malaria rapid test strip with buffer solution , sanitizer 500 ml , xyhist jar 4.5 litre , oxygen flowmeter with mask , dericip , git gat 60 ml , colicaid 60 ml , dexamathasone amp , avil amp , iv set , mvi amp , narmal saline 100 gm , dns bottle 500 ml , rl bottle 500 ml , canuula 20 no , canuula 22 no , cetrizine , mutlivitamins , ofloz 0z , becasules , montek lc , calcium , diazepam 5mg , clarithromycin 500 mg , ibugesic plus 60 ml , micropore 2 inch , micropore 4 inch , glucon d 100 ml , tenatnus toxide tt amp , amoxyclav 60 ml , mefatspas 60 ml , cough biodryl 60 ml , liquid paraffin 100ml , avil 25mg , levefloxacin 250 , levefloxacin 500 , levefloxacin 750 , flora bc 60 ml , eye drop moxifloxacin 0.5 percent , pilex no pile , surgical sprit 400ml , ketoconozole , glycomet trio 1 , recool d , roseday a 10 , recharge plus , nevicard 2 point5 , dicorate dicalproex sodium oral solution , oliramp 10 olonzopine mouth dissolving , diclopara , sugar machine , bp apparatus diamond , pulse oximeter , upt kit , duphastron 10 mg , ocp 600 , vitamin e , tranexaminc acid , norethesterone 5 mg , clindmycine cotrimazol vaginal suppositories , fsh monitor doppler , sims speculum , tab zerodol sp , cap pantop dsr , tab itradila 100 mg , tab itradila 200 mg

CTN :41082911

22 Jul, 2025 10.10 Crore

Patna - Bihar

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

22 Jul, 2025 4.44 Crore

Patna - Bihar

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

22 Jul, 2025 9.97 Crore

Samastipur - Bihar

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

22 Jul, 2025 3.59 Crore

Patna - Bihar

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 :41067144

22 Jul, 2025 8.85 Crore

Patna - Bihar

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

Central Government / Public Sector

CTN :41081262

28 Jul, 2025 NA

Multi City - Multi State

Tender For 1.supply and fixing of green carpet thickness: 3mm, material: acrylic, machine made, weave type: flat woven, pile height: high pile, colour: light green. brand: akira or kuber or its equivalent with same specifications qty:2364.2 sqft2.yoga mat--material: thermoplastic elastomers anti-slip mat with extra grip size: 68 x 24 inches,thickness: 6mm,sweat resistant and washable, brand: calandis or boldfit or its equivalent with same specificationsqty: 60 nos.

CTN :41024506

31 Jul, 2025 NA

Multi City - Multi State

Tender For pile foundation works for new ethanol tank at visaka pol installation

Central Government And Public Sector

CTN :41036714

08 Jul, 2025 1.67 Crore

Patna - Bihar

Tender For abstract cost of samrat ashok bhawan at nagar parishad phulwarisharif, district - patna (with pile foundation)

CTN :41037837

22 Jul, 2025 15.13 Crore

Bhabhua - Bihar

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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