Latest boulder pitching Tenders | Government boulder pitching Tenders

CTN :40563355

05 Jun, 2025 8.19 Crore

Tikari - Bihar

Tender For state scheme (nabard) /25-26/tikari /01 - 1) name of work: construction of high level rcc bridge over morahar river in between mahiyarpur to kurmawaan, 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 s

CTN :40563358

05 Jun, 2025 7.15 Crore

Kishanganj - Bihar

Tender For state scheme(nabard)/25-26/kishanganj-2/01 - construction of rcc h.l. bridge in malgachh to lat at ch.-0.600 km., h.l. bridge work, foundation, 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., 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 (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, 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 load, a) initial load test on test pile for 2.5 times the design load specified in drawings, 1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, 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), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, 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 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 1205.5, ii. rcc m-30 (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in superstructrue complete as per drawings and technical sp

CTN :40563359

05 Jun, 2025 5.77 Crore

Jhanjharpur - Bihar

Tender For state scheme (nabard)/25-26/jhanjharpur/01 - 1) construction of hl rcc bridge in karhara to malleh road over bhutia balan river-ch-2.10 km, 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 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 m-30 mechanically mixed concrete in sub structure with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design upto 5 m 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 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 concrete approach slab including

CTN :40563360

05 Jun, 2025 8.02 Crore

Kishanganj - Bihar

Tender For state scheme(nabard)/25-26/kishanganj-2/02 - construction of rcc h.l. bridge in t05 to raipur to jharkhuda path (mmgsy) ch-0.030 km, h.l. bridge work, foundation, 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., 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 (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, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth, 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 load, a) initial load test on test pile for 2.5 times the design load specified in drawings, 1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, 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), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, 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 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 reinfo

Central Government And Public Sector

CTN :40534153

09 Jun, 2025 16.93 Lacs

Agra - Uttar Pradesh

Tender For repairs to jere hamam and langer khana area at fatehpur sikri, agra -supply of materials - supply of 1st quality well burnt unslaked lime in a sealed air tight bags including transportation lead, lift & stacking at site. (packing in bags 25kg & 50 kgs) (rate including g.s.t.), supply of fine crushed brick surkhi obtained from 1st class well burnt bricks including transportation lead, lift & stacking at site for measurement. (rate including g.s.t.), supply of sieved coarse sand (screened) free from lumps, dust, silt & organic impurities. including transportation lead, lift & stacking at site for measurement. (rate including g.s.t.), belgiri (rate including g.s.t.)., gum babool (rate including g.s.t.)., gur (rate including g.s.t.)., r.r. stone nominal size (rate including g.s.t.), red sand stone 65mm thick (bansi paharpur qurry).(rate including g.s.t.)., brick ballast of lakhori brick/ 1st class brick 40mm size (rate including g.s.t.), water proofing compound (rate including g.s.t.)., clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. (rate including g.s.t.), earth work in excavation by manual means in foundation trenches, including dressing of sides and ramming of bottoms, getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (rate including g.s.t.), taking out of angle iron frame 40x40x6 mm having 12mm square bar with spikes 1.25mtr high and hold fast by manual labour and stacking within 50 meters lead etc. complete in all respect. (rate including g.s.t.), taking out stone masonry manually bit by bit without disturbing to the adjoining structure including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of engineer-in-charge : in cement mortar. (rate including g.s.t.), random rubble stone masonry with hard stone in super structure in cement mortar 1:6 (1cement 6 c. sand) including pointing, t&p, scaffolding etc. complete. (rate including g.s.t.), cr stone masonry with 70% available stone and 30% new stone in super structure and plinth with cement mortar 1:6 (1 cement: 6 coarse sand), pointing, scaffolding etc. (rate including g.s.t.), providing and laying in position cement concrete of specified grade 1:2:4 (1 cement: 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size). (rate including g.s.t.), pdg. 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 (1 cement : 5 c.sand) and a top layer 6mm thick cement plaster 1:3 (1cement : 3 c.sand) finished rough with sponge. (rate including g.s.t.), repairing of old existing grills in boundary wall including supply of required materials, welding, fabricating & labour etc. complete. (rate including g.s.t.), providing & fixing m.s. gates of required pattern with angle iron frames (50x50x6)mm size graded with 10 cm c/c sq. bars 16mm size pointed at the top extra with same curved bar and each frame having gusset plate 6mm thick at corners & center and provision for hinges and locking arrangement with supply of r.s. joist (200x100x5.7)mm section for hanging m.s. gate including nut bolts, cutting fabricating welding etc. complete. (rate including g.s.t.), providing & fixing m.s. grill of required pattern with angle iron frames (40x40x6) mm size graded with square bars 12mm size 10 cm c/c pointed at the top with extra curved bar and each frame with (40x40x6)mm. size horizontal hold fast welded with lower posts and fixing angle iron vertical post (50x50x6)mm size and nut bolts including cutting fabricating welding etc. complete. (rate including g.s.t.), coursed rubble masonry with hard stone (first or second sort) in facing up to 22.50 cm thick random rubble masonry in back side in superstructure above p

Central Government/Public Sector

CTN :40273678

28 Jun, 2025 NA

Chandipur - Odisha

Tender For corrigendum : repair maint to boulder pitching, retaining wall, culverts,area drain, communication cable ducts cover slabs and other allied works inside tech area of itr chandipur under age br-ii chandipur

State Government

CTN :40486461

02 Jun, 2025 6.99 Lacs

Kinnaur - Himachal Pradesh

Tender For a/r & m/o staging hut at charang in g.p charang tehsil moorang distt. kinnaur h.p. (sh:- dismentalling of existing dry stone brest wall, r/r masonry edge wall in cm 1:6, c/o s/r masonary stair case in cm 1:6, laying jointing, testing in trenches hdpe 25mm (od), p/f pvc sintex 2000 liters cap. i/c earth work etc)

CTN :40481037

12 Jun, 2025 NA

Mirzapur - Uttar Pradesh

Tender For c.r. stone masonry wall work between km. 33.925 to 34.425 and km. 34.795 to 34.935 in the internal section and strengthening of banks between km. 34.425 to 34.808 of meja jirgo link channel

CTN :40384590

07 Jun, 2025 NA

Raigad - Maharashtra

Tender For demolition of building - demolition brick stone masonry , demolition reinforced cement concrete , separating scrapping and cleaning , dismantling wrought iron or mild steel work , demolition of cement , demolition of brick stone masonry , demolition of reinforced cement concrete , taking down chowkats or frames , dismantling floors hearth or wall tilling , demolition cement concrete , taking up and down 15mm bore steel tubing , taking up and down 20mm bore steel tubing , taking down old unsv iwc , taking down old unsv wash hand basin , taking down old unsv urinal bowl , dismantling of water tank capacity exc 500 ltrs , taking down carefully copper aluminium point wiring , taking down carefully old unserviceable main switch , old unserviceable xlpe cable with all connecting items bid number/ & ( * ) : gem/2025/b/6069127 dated/ + : 17-05-2025 bid document/ 3 3 1 / 22

Central Government/Public Sector

CTN :40423687

11 Jun, 2025 NA

Chandipur - Odisha

Tender For repair maint to boulder pitching, retaining wall, culverts, area drain, communiction cable ducts cover slabs and other allied works at launch complexes, tracking stations, site a, b, c, kumarpur, bhimpur, certain places from op4000 to op19000

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