Filters

List of latest Railway-Over-Bridge Tenders in Indian Tenders. Click on any Railway-Over-Bridge Tenders to view BOQ, NIT and Tender Documents. Get Bidding Support and Vendor Registration for Railway-Over-Bridge Tenders.

All-Tenders (13)
|
Today's-Tenders
|
Active-Tenders
|
Closed-Tenders

State Government

TRN :19048993 | 02 Oct, 2020

Tender Value : 6.69 Lacs

Amravati - Maharashtra

Tender for providing foundations for street lights on railway over bridge at chandur rly.,

State Government

TRN :19037728 | 30 Sep, 2020

Tender Value : 1.39 Crore

Thrissur - Kerala

Tender for rehabilitation of puzhakkal ii old bridge in wadakkanchery constituency in this work includes repair and rehabilitation of the old puzhakkal bridge major repair works included are interlocking the approach road using paving tiles, drainage works, guniting, carbonation, sand blasting etc

State Government

TRN :19035870 | 23 Sep, 2020

Tender Value : 3.39 Lacs

Kottayam - Kerala

Tender for tender for pipe line extension for aappuzha-theeradesam for near kaduthruthy chullithodu railway over bridge

State Government

TRN :19033449 | 05 Oct, 2020

Tender Value : 3.20 Crore

Thoubal - Manipur

Tender for construction of road at mn08114 t15-haokha babu bazar to moijing construction of job pillers as per fig. 1600.1 d and technical specification clause 1602.4 surface drains in soil construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. excavated material to be used in embankment with a lift upto 3m and lead of 50 m average lead 25 m as per technical specification clause 307. a manual means construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5 construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1. compacting original ground supporting subgrade loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for subgrade construction as per technical specification clause 303.5.2. kilometre stone reinforced cement concrete m15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 i ordinary kilometer stone precast ii 200 m stone precast providing and fixing logo of pmgsy project providing and fixing of typical pmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm thick, top and middle plate duly welded with ms flat iron 25mm x 5m size on back on edges. the lower plate will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. the top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 swg steel plate tube. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 providing and fixing of citizen information board of pmgsy project steel tube providing and fixing of citizens information board for pmgsy project with logo as per mord specifications and drawing. two ms plates of 1.6 mm thick, top and bottom plate duly welded with ms flat iron 25mm x 5m size on back on edges. the plates will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frames of the plates will be welded to 2 nos. 75mm x 75 mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. all m.s. will be stove enameled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 providing and fixing maintenance information board of pmgsy project providing and fixing of maintenance information board for pmgsy project with logo as per mord specifications and drawing. two ms plates of 1.6 mm thick, top and bottom plate duly welded with ms flat iron 25mm x 5 mm size on back on edges. the plates will be welded with ms angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the plates will be welded to 2 nos. 75mm x 75mm of 12 swg sheet tubes posts duly embedded in cement concrete m-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. all m.s. will be stove enamelled on both sides. lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 traffic signs/retro-reflectorised traffic signs providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 801. a 600 mm dia circle b 600 mm equilateral triangle providing and fixing pmgsy logo board at starting point steel tube providing and fixing of typical pmgsy logo board as per mord specifications and drawing. one plate of 1.6mm thick with ms flat 25mm x 5mm size on back on centre. the topmost diamond plate & mid. plate will be welded to 75mm x 75mm 0f 12 swg steel plate tube posts & dully embedded to cc 450mm x 450mm x 600mm below gl. lettering and printing etc. will be with ready mixed synthetic enamel paint of superior. direction and place identification signs upto 0.90 sqm size board a. retro-reflectorised traffic signs providing and erecting direction and place identification retro-reflectorised sheeting vide clasue 1701.2.3., fixed over aluminium sheeting 2mm thick with area not exceeding 0.90 sqm supported on a mild steel angle iron posts 75 x 75 x 6 mm firmly fixed to the gorund by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and technical specifications clasuse 1701 granular sub-base/base/surface course with local materials table 400.13 by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408. i using naturally occuring gravel wbm grading 2 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. a by manual means wbm grading 3 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. a by manual means prime coat:low porosity providing and applying primer coat with bitumen emulsion ss-1 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502.a by manual means tack coat providing and applying tack coat with bitumen emulsion rs-1 using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. a by manual means 20mm thick open-graded premix carpet using bituminous penetration grade/modified bitumen binder providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508. using plastic waste case-i by manual means i bitumens-90 seal coat providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per technical specification clause 510. case ii : type b by manual meansi bitumens-90 construction of 1.50 m span rcc slab culvert 4.63ht.3nos 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i ordinary soil i upto 3m depth. providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications clause 802, 803, 1202 &1203 ipcc grade m 10, i nominal mix. 1:3:6 plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 i pcc m 15 i nominal mix 1:2.5:5 providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 ii. rcc grade m 25 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 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 1v:20h towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 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 construction of retaining wall : height 4 m5nos 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material i ordinary soil i upto 3m depth providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications clause 802, 803, 1202 &1203 ipcc grade m 10, i nominal mix. 1:3:6 stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 iii random rubble masonry ii in 1:4 cement mortar 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 1v:20h towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 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 pointing with cement mortar 1:3 on brickwork as per drawing and technical sepecification clauses 613.3 and 1204 maintenance component for 5five years after construction not to be quoted yearwise

State Government

TRN :19033830 | 21 Sep, 2020

Tender Value : 1.31 Crore

Begusarai - Bihar

Tender for providing & fixing of bench mark pillars @ four nos per km as per drawings given and direction of e/i clearing and grubbing road land by manual means including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of e/i planting of trees and their maintenance for one year planting of trees by the road side avenue trees in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3 construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5 . construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. by manual means water bound macadam grading-iii by mechanical means providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. providing and applying primer coat with bitumen emulsion ss-1 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per technical specification clause 502. providing and applying tack coat with bitumen emulsion rs using emulsion distributor @ 0.25 to 0.30 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503. providing, laying and rolling of close-graded mix seal surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm type-a or 13.2 mm to 0.9 mm type-b aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grades as per technical specification clause 509 cement concrete pavement construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 grade, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound where specified and water finishing to lines and grade as per drawing and technical specification clause 501 brick soling - laying brick soling layer on prepared sub-grade with brick on edge according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kn as per technical specification clause 412 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. laying first class bedding on well compacted sand, moorum or approved granular material as per clause 1105 ii fillling in foundation trenches as per drawing and technical specification clause 305.3.9 providing and laying rcc pipe np 3 300 mm dia providing and laying reinforced cement concrete pipe for irrigation purpose. providing concrete for plain/reinforced concrete in m-15 in open foundations and side walls of drain complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 pcc m15 plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 pcc m15 providing and laying reinforced cement concrete pipe np3 for culverts on cement concrete bedding including fixing collar with cement mortor 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets clauses 1106.1000 mm pipe in single row plastering with cm 1:4, 15mm thick on brickwork in substructure as per technical specification clause 613.4 & 1204 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 1v:20h towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications clauses 600, 1202 & 1203 brick work 1:4 brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification clauses 602, 603, 604, 1202 & 1204 brick work 1:3 reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. km stone reinforced cement concrete m15 grade kilometre local stone of standard design asper irc:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. 200 m stone boundary pillar :reinforced cement concrete m15 grade boundary pillars/local stone of standard design as per irc:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 traffic sign providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per irc :67 made of 1.5 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mm x 47mm x 12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with m15 grade cement concrete 450x450x600 mm, 600mm below ground level as per approved drawing clause 1701.2.2. 900 mm equilateral & triangle, or 600 mm equilateral & triangle, or direction sign providing and erectig direction and place identification semi reflective sign board as per irc:67 made of 2 mm thick ms steel duly stove white colour in front and gray colour on back with red reflective border of 70 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of mord for rural road of required shade and colour supported and welded on 47mmx47mmx12swg square tube of 3050mm height duly strengthened by 25mmx5mm ms flat iron on edges on back firmly concrete 450x450x600 mm, 600mm below ground level as per approved drawing clause 1701.2.2. i providing and fixing logo of mmgsy project iii providing & fixing of logo of citizen information board five year maintenanace board road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical specification clause 1701 first year maintenance cost second year maintenance cost third year maintenance cost forth year maintenance cost fifth year maintenance cost add 1% labour cess add 12% gst add 10% seigniorage fee

Central Government/Public Sector

TRN :19024435 | 08 Oct, 2020

Tender Value : 2.71 Crore

Danapur - Bihar

Tender for rcc jacketing of piers no.1, 2, 3 & abutment no.1 of bridge no.371 3 x 11.86m girder + 13 x 12.19m arch at km. 675/1-11 with grade m-30 on main line under sr.den/3/dnr section.

Central Government/Public Sector

TRN :19010141 | 07 Oct, 2020

Tender Value : NA

Dehradun - Uttaranchal

Tender for design and construction of two major pmt bridges 60 mtr and 50 mtr span steel superstructure through type over departmentally constructed abutment at km 5.40 and at km 11.00 on sumna-rimkhim road under 123 rcc/21 brtf project

State Government

TRN :19008197 | 30 Sep, 2020

Tender Value : NA

Tapi - Gujarat

Tender for excavation of canal/draind in all sorts of soils dry condition of soil including depositing the excavated stuff in uniform layers in canal banks or in spoil banks or as and where directed including dressing the canal section up to lead of 50 meter and all lift including clearing the site etc.complete by machinery for canal/drain maintainance up to 1.5 cumecs capacity of canal/ drain, earthwork in embankment using selected soil, soft & hard murrum excavated from approved borrow area/village tanks etc. including breaking clods, dressing to the design section with all lead and lifts, earthwork in embankment using selected soil, soft & hard murrum excavated from approved borrow area/village tanks etc. including breaking clods, dressing to the design section with all lead and lifts, providing and fixing in position different diameter np2 r.c.c. pipes with collar including filling and caulking the joints with cement mortar 1 : 1 proportion finishing, curing etc. completed for all lead & lifts, providing and fixing in position different diameter np3 r.c.c. pipes with collar including filling and caulking the joints with cement mortar 1 : 1 proportion finishing, curing etc. completed for all lead & lifts, providing and filling the asphalt of the approved make and sand in the expansion and contraction joints in the c.c. lining including clearing the joints with air water jet., charges for drilling hole in foundation in hard strata 25mm diameter for following depth as under as directed including inserting anchor bar filling with cement mortar 1:1 etc. complete. a depth 0.60meter, providing and fixing in position 100 mm dia pvc pipe weep holes in abutment wing wall and laying training etc.complete, , marble data plate 2cm thickness including engraving and filling paint for letters as directed, stripping the canal construction width and borrow area in all sorts of soil, soft murrum and hard murrum including depositing the stripped materials as and where directed within a lead upto 200 meter, quarrying, transporting and laying inclined or horizontal sand filter for earthen dam in layers of specified thickness as directed including watering, rolling etc. complete with all leads and lifts, quarrying, transporting and laying rock fill for rock toe and the drain in layers as directed including necessary hand packing of stones adjusting sides to correct slopes etc. complete for all lifts and lift., providing and fixing in position sign board of standard size 0.45meter x 0.30meter with m. s. angle 40mm x 40mm x 6mm with 3mm thick iron plate fixed in 1:5:10 proportion concrete block size 40cm x 40cm x 75cm including radium paint on both side, providing & fixing in position sign board of standard size of 1.20mx0.90m with m.s. angle 40mmx40mmx6mm with 3mm thick iron plate including fixing in 1:5:10 prop. concrete block size 40cmx40cmx75cm including painting existing data on the board etc. complete as directed, trimming of the canal section manually for preparing sub grade for laying cement concrete, providing and laying plain / reinforced cement concrete lining of 1:2:4 proportion in bed, side slopes and curvature including batching, mixing, transporting, placing, smooth finishing, curing including dewatering where required.manually with conventional mixer, providing and laying plain/reinforced cement concrete lining of 1:3:6 proportion in bed, side slopes and curvature including batching, mixing, transporting, placing, smooth finishing, curing including dewatering where required. manually with conventional mixer, providing & laying empty cement bags filled with good selected earth including stiching & laying as and where required, compaction of selected soil/hard murrum/soft murrum in even thickness of 15 to 20 cms including watering rolling of suitable capacity etc. complete as directed, compaction of selected soil/hard murrum/soft murrum in even thickness of 15 to 20 cms including watering temping with suitable hand rammer etc. complete as directed., providing dummy bunds of 1 meter x 0.5 meter with 2:1 slope along the canal in all sorts and murrum for proper drainage as directed with all leads and lift, clearing the canal land width including removing the shrub, bushes, cactus, weeds other vegetation including cutting down trees upto 0.50 cm girth and depositing the removed materials outside the canal land width up to lead of 50 meter as directed, excavation for foundation in all sorts of soil including sandy and gravelly soil, soft and hard murrum etc. dry condition including depositing the excavated stuff in uniform layer in banks or as directed etc. complete for lead up to 1.0km. and lift. by machinery, excavation for foundation in soft rock including depositing the excavated stuff in uniform layer in banks or as directed etc. complete for lead up to 1.0km. and lift. by machinery, excavation for foundation in hard rock including blasting and chiseling if nessary sorting out and staking seperataly the usable rubble, depositing the excavated stuff as and where directed including back filling the trenches with suitable excavated stuff etc. complete for all lead and lift, providing laying & jointing in standard length isi mark unplasticised pvc pipes suitable for irrigation water with self fit joint including jointing material cement solvent of following class and diameter as per is specification no. 4985/1988, providing, laying and jointing pvc pipe, tee, couplers, fta, reducer, end cap, elbow, pvc equal tee, pvc bend, pvc reducer, pvc end cap, providing & fitting a pump set couple with motor joining with all required accessories like strainer, nrv panel starter & main switch with cable of suitable size of approved,

corporations/Associations/Others

TRN :19003391 | 22 Sep, 2020

Tender Value : 12.56 Lacs

Lucknow - Uttar Pradesh

Tender for improvement of road from sitapur road to railway over bridge via bright way school at kadam rashool ward.

State Government

TRN :18967759 | 28 Sep, 2020

Tender Value : 1.65 Crore

Jamnagar - Gujarat

Tender for special repair to approach road from weigh bridge to rozi port by providing asphalt carpet

Related Keywords : railway over bridge

List of latest Railway-Over-Bridge Tenders in Indian Tenders. Click on any Railway-Over-Bridge Tenders to view BOQ, NIT and Tender Documents. Get Bidding Support and Vendor Registration for Railway-Over-Bridge Tenders.

Tender for providing foundations for street lights on railway over bridge at chandur rly.,

Tender for rehabilitation of puzhakkal ii old bridge in wadakkanchery constituency in this work includes repair and rehabilitation of the old puzhakkal bridge major repair works included are interlocking the approach road using paving tiles, drainage works, guniting, carbonation, sand blasting etc

Tender for tender for pipe line extension for aappuzha-theeradesam for near kaduthruthy chullithodu railway over bridge

Tender for rcc jacketing of piers no.1, 2, 3 & abutment no.1 of bridge no.371 3 x 11.86m girder + 13 x 12.19m arch at km. 675/1-11 with grade m-30 on main line under sr.den/3/dnr section.

Tender for design and construction of two major pmt bridges 60 mtr and 50 mtr span steel superstructure through type over departmentally constructed abutment at km 5.40 and at km 11.00 on sumna-rimkhim road under 123 rcc/21 brtf project

Tender for improvement of road from sitapur road to railway over bridge via bright way school at kadam rashool ward.

Tender for special repair to approach road from weigh bridge to rozi port by providing asphalt carpet

Get railway over bridge Tender Alert...

Related Keywords : railway over bridge

State Tenders »

City Tenders »

Keyword Tenders »

Sector Tenders »

Ownership Tenders »

Indian Segment

Browse Tenders

Global Segment

Others

Get in touch with us