Latest operation theatre repair Tenders | Government operation theatre repair Tenders

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 :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

CTN :41037845

22 Jul, 2025 13.50 Crore

Araria - Bihar

Tender For mgsy/25-26/araria/01 - panchayat pipra vijayavar nuna nadi me high level rcc pul ka nirman karya, 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 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, providing and laying cutting edge of mild steel weighing 40kg per metre for well foundation complete as per drawing and technical specification., plain / reinforced cement concrete in well foundation complete as per drawing and technical specification, well curb(iv) rcc m-35 gradecase-i : with batching plant, transit mixer and concrete pump, well steining(vii) rcc m-30 gradecase-i : with batching plant and concrete pump, bottom plug(i) pcc grade m-20case-i : with batching plant and concrete pump, top plug(ii) pcc grade m-20case-i : with batching plant and concrete pump, well cap(ii) rcc grade m-30case-i : with batching plant, transit mixer and concrete pump, sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. depth of sinking is reckoned from bed level., sandy soil, depth below bed level upto 3.0 m., beyond 3 m upto 10 m depth, beyond 10 m upto 20 m, add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter, beyond 20 m upto 30 m, add 20% of cost for kentledge including supports, loading arrangement and labour., sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. depth of sinking is reckoned from bed level., sandy soil, depth below bed level upto 3.0 m., beyond 3 m upto 10 m depth, beyond 10 m upto 20 m, add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter, beyond 20 m upto 30 m, add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter, sand filling in wells complete as per drawing and technical specifications, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, 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, i) 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

CTN :41037852

22 Jul, 2025 13.59 Crore

Araria - Bihar

Tender For mgsy/25-26/araria/02 - construction of rcc h.l. bridge in pagal chauk se kesa tola chainage 2.200 km par pul nirman karya, 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. ordinary soil, i) upto 3m depth, 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, providing and laying cutting edge of mild steel weighing 40kg per metre for well foundation complete as per drawing and technical specification., plain / reinforced cement concrete in well foundation complete as per drawing and technical specification, well curb(iv) rcc m-35 gradecase-i : with batching plant, transit mixer and concrete pump, well steining(vii) rcc m-30 gradecase-i : with batching plant and concrete pump, bottom plug(i) pcc grade m-20case-i : with batching plant and concrete pump, top plug(ii) pcc grade m-20case-i : with batching plant and concrete pump, well cap(ii) rcc grade m-30case-i : with batching plant, transit mixer and concrete pump, sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. depth of sinking is reckoned from bed level., sandy soil, depth below bed level upto 3.0 m., beyond 3 m upto 10 m depth, beyond 10 m upto 20 m, add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter, beyond 20 m upto 30 m, add 20% of cost for kentledge including supports, loading arrangement and labour., sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. depth of sinking is reckoned from bed level., sandy soil, depth below bed level upto 3.0 m., beyond 3 m upto 10 m depth, beyond 10 m upto 20 m, add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter, beyond 20 m upto 30 m, add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter, sand filling in wells complete as per drawing and technical specifications, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, rcc m-30, 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, rcc m-35 (using batching plant, transit mixer and concrete pump), i) 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 struct

State Government

CTN :41067433

08 Aug, 2025 89.28 Lacs

Sepahijala - Tripura

Tender For maintenance of road from ghaniyamara school chowmuhani to nc nagar bazar (l_2point70 km) during the year 2024_25_sh_repair of pot holes, wbm_iii, carpeting and recarpeting, brick masonry work, road side pucca drain and other ancillary works(2nd call)

State Government

CTN :41050887

21 Jul, 2025 3.96 Lacs

Gandhinagar - Gujarat

Tender For 2216 housing m&r to resi. bldg.brick masonry work in various (ch, chh, j & j.1 type) g4 category govt. resi. qtrs. for safety purpose at sector no.28 & 29, gandhinagar.

State Government

CTN :41050893

21 Jul, 2025 3.99 Lacs

Gandhinagar - Gujarat

Tender For 2216 housing m&r to resi. bldg.brick masonry work in various (gh, chh, j type) g4 category govt. resi. qtrs. for safety purpose at sector no.22 & 23, gandhinagar.

State Government

CTN :41050895

21 Jul, 2025 3.88 Lacs

Gandhinagar - Gujarat

Tender For 2216 housing m&r to resi. bldg.brick masonry work in various (chh type) g4 category govt. resi. qtrs. for safety purpose at sector no.23, gandhinagar.

corporations/Associations/Others

CTN :41052702

05 Aug, 2025 50.00 Lacs

Somnath - Gujarat

Tender For annual maintenance work for pwd branch with material & labours work year 2025-26 - box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50 m., demolition of brick work and stone masonry including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift.ii in cement mortar., dismentaling tiled of stone floors laid in mortar including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift., demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. i r.c.c. work, excavation for foundation up to 1.5 meter depth including sorting out and stacking of useful materials and disposing of excavated stuff up to 50 meter lead a for loose or soft soil, filling available excavated earth excluding rock in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering, filling in foundation and plinth with murrum or selected soil in layers of 20 cm thickness including watering, ramming and consolidating etc. complete., providing and laying compacted w.b.m. 100 mm. thick of grading i b.t. metal of size 45 mm to 90 mm in two layers including using 22 percentage stone screening 13.2 mm size and 7 percentage stone dust as filler including spreading, watering and consolidation by vibratory roller etc. complete., providing and laying compacted w.b.m. 150 mm. thick of grading ii b.t. metal of size 45 mm to 63 mm in two layers including using 13 percentage stone screening 13.2 mm size and 7 percentage stone dust as filler including spreading, watering and consolidation by vibratory roller etc. complete., providing and laying cement concrete 1gem3gem6 1 cement gem 3- coarse sand gem6- hand broken stone aggregate 40 mm. nominal size and curing complete excluding cost of form work in gema foundation and plinth, providing and casting in situ controlled cement concrete m-200 for average 100 mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing, curing and fillingin joints with bitumen complete, providing and laying cement concrete 1gem3gem6 1- cement gem 3- coarse sand gem 6- crushed stone aggregates 20 mm nominal size and curing complete including cost of formwork in a wall caps per coping, providing laying controlled cement concrete m-200 and curing complete including the cost of form work and excluding cost of reinforcement for reinforced concrete work in gem rcc lintels, providing laying controlled cement concrete m-250 and curing complete including the cost of form work and excluding cost of reinforcement for reinforced concrete work in gem rcc slabs and landings, providing and casting in situ ordinary cement concrete m-200 forkerbsperkerb blocks including formwork, curing and finishing complete., providing tmt bar fe 415 reinforcement for r.c.c. work including bending, binding and placing in position complete upto floor two level, white stone bela masonry block in course in foundation, plinth and super structure with stone of approved quality in cement mortar 1gem5 1cement gem 5 course sand including racking the joints etc. complete., white stone bela masonry work in partition walls up to 15 cm thickness in cement mortar 1 gem 4 course sand, providing 10 mm thick cement plaster in single coat on ceiling and soffit of stair for interior plastering up to floor two level and finished even and smooth including finishing with a floating coat of neat cement slurry for plastering on ceiling and soffits of stairs up to floor two level instead of plastering on walls. ii cement mortar 1gem4 1 cement gem 4 sand, providing 15 mm thick cement plaster in single coat on fair side brickperconcrete walls for interior plastering up to floor two level and finished even and smooth including fini

CTN :40936332

14 Jul, 2025 53.72 Lacs

Berhampur - Odisha

Tender For supplying all labour, material and t&p for laying of pipe lines, supplying & fiting of sluice valves, construction of valve chamber, providing fhtc in connection with pws to tumbagada, andanda & sapuakhata under patrapur block. - annexure - a, laying of pipe lines, fiting of sluice valves construction of valve chamber providing fhtc in connection with pws to tumbagada, supplying all labour and t&p for earth work in all kinds of soil within 50 m initial lead and 1.5 m initial lift including rough dressing and leveling etc., in foundation and plinth as per direction of engineer in-charge., supplying all material, labour , t&p for laying of following od hdpepipes conforming to is 4984-2016 and specials of the following outside diameter and class-4 to class-5 and jointing by fusion welding method including testing etc. all complete as per direction of engineer-in-charge, 160mm dia o.d. hdpe. pipe (including pipe cost) pe100, pn-06, 110mm dia o.d. hdpe. pipe (including pipe cost) pe100, pn-06, 90mm dia o.d. hdpe. pipe (including pipe cost) pe100, pn-06, supplying all labour, t&p for filling in pipe line trenches with excavated materials including watering etc., all complete including proper care to the laid pipe lines to prevent damages of pipes and specials as per the direction of engineer-in-charge., supplying all labour, materials, and t&p for drilling perfectly horizontal bore of required dia so as to accommodate following size hdpe. pipe line into the hole including inserting the pipe with out disrupting the traffic or cutting road including jointing with water main pipe lines etc, (excluding cost of pvc pipe) and as per the direction of engineer-in-charge, 160 mm dia hdpe pipe, supplying all labour and t&p for cutting cement concrete road for taking pipe line etc., complete and as per direction of engineer-in-charge., supplying all materials, labour t&p for making good to the damages of cutting of cement concrete road for taking pipe line and with 40 mm size crusher broken metal concrete etc., cc (1:4:8) of thickness 0.10 mtr and top 12 mm size crusher broken chip;s concrete cc(1:2:4) of thickness 0.075 mtrs including all cost, conveyance, royality of materials including watering, curing and ramming etc., all complete and as per specification and direction of engineer-in-charge, supplying all materials, labour and t&p for fixing of following sizes of c.i. sluice / non return valves with double flanged ends for water works purpose for following nominal diameter including cost of nuts and bolts, rubber insertion as per specification etc., complete., 150 mm dia c.i s.v, 150 mm dia c.i n.r.v, 100 mm dia c.i s.v, 80 mm dia c.i s.v, supplying all materials, labour and t&p for fixing of 15mm to 25 mm dia single air valve including fitting of required pvc service saddle for water works purpose for following diameter, including drilling the water main as per specification etc., complete., supplying all materials, labour, t&p for construction of brick masonry sluice valve and non return valve chambers of internal size 90x90x120cm with all lead royalty etc. such as earth work excavation, bed concrete with c.c. (1:4:8), kb brick in c.m. (1:6), 12mm cement plaster with c.m. (1:4), rcc cover slab with cc 1:2:4 etc., and as per approved p.h. drawing and design etc., complete and direction of engineer-in-charge., supplying all materials, labour and t&p for fabricating, fitting and fixing with specials at the required site using hot dip galvanized pipes of medium class and standard weight of reputed make (tata / zindal make) confirming to is 1239(p.1)2004/is:1161 of the following dia including cutting the pipes and flanges drilling the bolt holes matching the pipes flanges and jointing with proper gradient and alignment, welding with using electrodes, fitting, fixing using mobile diesel generator set etc., complete as per direction of engineer-in-charge to be used to cross drainage work incl

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