Latest water main laying Tenders | Government water main laying Tenders

CTN :41075649

28 Jul, 2025 NA

Gurdaspur - Punjab

Tender For supply of e work in excavation in foundation trenches or drains i c dressing of slides , providing and laying of position cement concrete 1 5 10 , back filling , sand filling under floor , providing and laying dpc 40mm thick with cement concrete 1 2 4 , bric brick work with bricks of class designation in foundation with cement mortar 1 4 , brick work in super structure cm1 4 , half brick masonary cm 1 4 , rrc in s floor , c s centering and shuttering , rainforcement for steel work , p f windows of z section , p f door of standard wood iron , p f glazed tiles for walls , p f glazed tiles for flooring , 12 mm cement plaster of mix 1 6 , 15 mm cement plaster of mix 1 6 , 6 mm cp to ceiling of mix 1 3 , finishing walls with water proofing cement paint , white wash , making plinth protection , cement concrete 1 2 4 , pf gi pipe 15 mm internal work ls 30 , pf gi pipe 20 mm external work ls 30 , pf sw pipe up to steptic tank ls 30 , pf water closet with pvc cistern 6 indian type , pf water closet with pvc cistern 6 european type , pvc water tank , pf wash basin , pf brass bib 6 nos , pf stopcock 6 nos , constructing soak pit 1 point 5x 1point 5 x 1 point 5 filled with brickbats inckuding sw drain pipe 100 mm diameter and 1 point 20m long complete as per standard design , providing and fixing brass fitting like bib cock stop cock ball cock and angle valve etc complete as per requirement of site , construction of septic tank of size 2 point 0 x 1 point 5 x 1 point 8 mtr as per standard design and complete

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

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 :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 :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,

Central Government/Public Sector

CTN :41055247

23 Jul, 2025 35.48 Lacs

Faizabad - Uttar Pradesh

Tender For tender for supply of street light at mvi airport ayodhya dham - supply of bakelite sheet with 1nos of 6a dp mcb and stud type connector suitable for 4cx 6sq mm cable complete as required. , supply of 25w led street light luminiare with pre die cast aluminium housing and ip 66 protection , pf greater than equal to 0.95 , thd less than 10 percent , cri greater than equal to 70 as per technical specification complete as required. , supply of lt power cable of 1.1 kv grade of following sizes aluminium conductor xlpe insulated pvc sheathed armoured cable confirming to is 7098 part-i-1988 with upto date ammendment as required. a) 3.5 c x 95 sq. mm , supply of lt power cable of 1.1 kv grade of following sizes copper conductor xlpe insulated pvc sheathed armoured cable confirming to is 7098 part-i-1988 with upto date ammendment as required. 4c x 6sq.mm(copper conductor) , supplying and laying of following size dwc hdpe pipe isi marked along with all accessories like socket , bend , couplers etc. conforming to is 14930 , part ii complete with fitting and cutting , jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required. a) 63 mm dia (od-63 mm & id-50 mm nominal) , laying of one number pvc insulated and pvc sheathed/xlpe power cable of 1.1kv grade of following size in the existing rcc/gi/hume/metal/hdpe pipe etc. as required. a) above 35sq.mm and up to 95 sq mm , laying of one number pvc insulated and pvc sheathed/xlpe power cable of 1.1kv grade of following size in the existing rcc/gi/hume/metal/hdpe pipe etc. as required. b) up to 35 sq mm , supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required. a) 3.5c x 95 sq.mm , supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required. b) 4c x 6sq.mm(copper conductor) , itc of gi octagonal pole of following length in reinforced cement concrete 1 ratio 2 ratio 4 (1 cement 2 coarse sand 4 stone aggregate 40mm nominal size) foundation i/c excavation and refilling etc. complete as required a) 5 mtr. height , itc of 30w led street light luminiare on existing pole bracket i/c connection with 1.5sq.mm frls copper wire complete as required. , earthing with g.i. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. , providing and fixing 25 mm x 5 mm g.i. strip in 40 mm dia g.i. pipe from earth electrode including connection with g.i. nut , bolt , spring , washer excavation and re-filling etc. as required. , earthing with g.i. earth pipe 4.5 metre long , 40 mm dia including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. , providing and laying earth connections , from earth electrode with 6 swg dia , g.i wire in 15mm dia , g.i pipe from earth electrode including connection with g.i. thimble excavation and re-filling as required. , providing and fixing 6 swg g.i. wire on surface or in recess for loop earthing alongwith the existing cable as required. , design , fabrication , supply , installation , testing & commissioning of outdoor feeder pillar , cubicle type , made out of 2 mm thick crca sheet , totally enclosed , ip 55 , free standing , floor mounting , dust and vermin proof , indoor , compartmentalised , suitable for operation on 3 phase and neutral , 415 v , 50 hz ac system , including internal wiring with suitable size wires/cable , interconnection , duly powder coated painting etc. , including supply & insta

Central Government And Public Sector

CTN :41026707

30 Jul, 2025 NA

Imphal - Manipur

Tender For supply of supply of sitc of 2nos 30 kva and 2nos 20 kva rtu dg sets in manipur d d - 30kva 3phase 415v dg set with standard control panel and acoustic enclosure as per cpcb iv , itc of 30kva dg set with acceptance testing , supply of 20kva 3phase 415v dg set with standard control panel and acoustic enclosure as per cpcb iv , itc of 20kva dg set with acceptance testing , earthing with gi earth plate 600 mm x 600 mm x 6 mm thick , providing and fixing 25 mm x 5 mm gi strip in 40 mm dia gi pipe , providing and fixing 25 mm x 5 mm gi strip on surface or in recess , providing and laying in position reinforced cement concrete plinth for dg set , supplying of 3.5x25sqmm of pvc insulated and pvc sheathed xlpe steel armoured aluminum conductor ug power cable of 1.1kv grade , laying of one number pvc insulated and pvc sheathed xlpe power cable of 1.1 kv grade of size upto 35 sq. mm direct in ground , laying of one number pvc insulated and pvc sheathed xlpe power cable of 1.1 kv grade of size upto 35 sq. mm in the existing pipe , laying and fixing of one number pvc insulated and pvc sheathed xlpe power cable of 1.1 kv grade of size upto 35 sq mm clamped with 1mm thick saddle on wall surface , supplying and making end termination with brass compression gland and aluminium lugs for size 3.5x25 sq mm

CTN :41037857

22 Jul, 2025 9.18 Crore

Gopalganj - Bihar

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

CTN :41037856

22 Jul, 2025 7.68 Crore

Jhajha - Bihar

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

Water Main Laying Tenders

By Cities

By States

By Agencies

By Ownerships

By Sectors

Central Government/Public Sector

Central Government And Public Sector