Latest pump foundation repair Tenders | Government pump foundation repair Tenders

State Government

CTN :40563876

07 Jun, 2025 NA

Delhi - Delhi

Tender For strengthening of ms foundation of pump-set at old sultanpuri oht bps.

Central Government/Public Sector

CTN :40577106

02 Jul, 2025 NA

Ghaziabad - Uttar Pradesh

Tender For supply of clear space pneumatic power hammer -150 kg (3cwt) (complete assembly with installation & commissioning) as per specification attached in annexure-a, with anvil block, electric motor-15 kw, motor starter, foundation bolts, ancher plates. foundation mat and spares as under 1.asbestos tape packing -01 s et(02 nos) 2.ram piston rings-01 set (02 nos.) 3.control valve set-01 set 4.pump piston rings-01set (02 nos ) 5.pump trunk rings-01 set ( 02 nos.) [ warranty period: 30 months after the date of delivery ]

State Government

CTN :40563989

06 Jun, 2025 11.78 Lacs

Delhi - Delhi

Tender For maintenance of street light high mast diesel generator set and pump house on delhi pwd roads under pwd emd south west sub div ii najafgarh new delhi sh repairing of foundation of diesel generator set diesel tank smoke exhaust pipe and silencer and eot crane

Central Government/Public Sector

CTN :40563669

16 Jun, 2025 14.83 Lacs

Sohagpur - Madhya Pradesh

Tender For construction of foundation/ platform for 06 nos ht pump (1000gpm), 06 nos ht pump (1500gpm) and 6 nos lt pumps and laying of haulage track line for shifting of above said pumps in ug at khairaha ug

Central Government/Public Sector

CTN :40577293

13 Jun, 2025 27.01 Lacs

Korba - Chhattisgarh

Tender For construction of 04 nos. rcc pump foundation and starter foundation for resting industrial pumps at kocp of kusmunda area.

Central Government/Public Sector

CTN :40299228

14 Jun, 2025 81.1 Thousand

Bathinda - Punjab

Tender For corrigendum : new pump foundation for diesel engine pump in raw water plant

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 :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

CTN :40423805

05 Jun, 2025 NA

Darjeeling - West Bengal

Tender For corrigendum : construction of hardened amn bkr (30 mt ) under the aor of hq 27 mtn div - part i :concrete , plastering work and water proofing compoundpart ii : reinforcementpart iii : centering shuttering & formwork, pre-fabricated mild steel door of size 1100x1700mm outer frame made out of isa 40x40x6mm and door shutter frame of isa 35x35x5mm and all as stiffner of isa 30x30x3mm as per drawing, app bitumen membrane sheet of grade 2504 thickness 3.0mm type film, size 20mx1m, minumum weight 2.25kg/sqm,, polythene membrane sheet of grade 2504 thickness 150micron, hdpe sand bag of size 34 x14 inside insulated interlocking stitch weight of the bag is42-45 gram/bag, anti freezing compound approved by accepting officer / confirming to latest is standards, water proofing compound in 1 kg packing,, pre-fab steel jally made up of isa 30x30x3mm frame and cover frame made of 25x25x3mm and 10 mm dia bars in jally @ 25mm centre to centre bothways welded to frame of size 900x900mm complete all as per rfp & drg ., pre painted cgi sheet 2100mm x 800mm x 0.63mm,, 50mm thk pcc jumbo interlocking coloured tiles,each tile covering and area of 0.0264sqm (0.12mx 0.22m), confirming to is- 15658-2006, alkaline pipe 50mm dia., fire resistance paint for internal surface., fire resistance primer for internal wall surfaces, synthetic enamels painting to steel surfaces as specified., red oxide primer., bitumen 80/20 grade,, structural steel ismb300, 6.60 mtr length (roof beam), shs 75x75x5mm 6.60 mtr length (roof beam), deck sheet-1.0mm tr-80 grade,350, 12mm thick ms base plate of size 0.30x0.30 mtr (column), 5mm thick ms plate of size 0.300x 0.40 mtr(90 degree angle), anchor bolt of 20mm dia,0.45mtr length, hdpe pipe(rain water pipe) 75mm dia best quality, hdpe hose pipe 25mm dia (bore) corrosion resistant for water supply pumping water with min thickness of 0.25mm with working pressure 14.22 psi and bursting pressure 28.44 psi., 1hp petrol water pump of capacity 35cc 4 stroke pertol engine 25mm self priming water pump set. make : kirloskar, crompton, honda and quivalent., fire extinguisher a/b/c type portable net 2 kg capactiy cylindrical isi marked (bis 15683 : 2006 range > 2 mtrs (minimum) with discharge pipe & nozzle complete and suitable bucket for hanging on wall., lighting conductors set complete with all accessories as per details given below:-(a) zinc & alloy coated safe earthing electrode (76.3mm dia) 2mtr long with back filled compound conduct lite - 2 bags cpri approved.(b) air terminal four pointed aluminium rod 12mm dia and 600mm long fitted on gi pipe.(c) gi pipe med grade 06 mtr long 40mm dia. make: tata/ jindal/ bansal.(d) epoxy insulator with screw 10 nos.(e) copper cable 35 sqmm multi-stranded single core. make : plaza/ havells/ rallison/ isi-10 r/m.(f) testing points terminal box made out of gun metal or phosphorous of size 75 x 75 x 25mm with screw.(g) nut & bolts 2" x 1/2" - 08 nos(h) foundation nuts & bolts 16mm x 400mm - 4 nos(j) frp earthing pit with cover -01 nos(k) copper lugs 35 sqmm for connection of cable with nut & bolt of suitable size - 02 nos, electric earthing set complete with items as given below :-(a) gi earthing plate 600mm x 600mm x 6mm thick with two nos holes - 01 no.(b) gi pipe15mm dia light grade for the protection of gi wire, make : tata/jindal/prakash - 8 mtr.(c) gi pipe 20mm light grade for watering, make : tata/jindal/prakash - 1.2 mtr.(d) gi wire 4mm dia - 02 kgs.(e) gi funnel with wire mesh suitable for 20mm dia gi pipe - 1 no(f) common salt - 50 kgs.(g) frp earthing pit with cover - 01 no.(h) gi nut bolt with washer of size 10mm dia 25mm long - 2 nos. (h) charcoal - 50 kgs., supply and installation solar lantern model no ms122 solar lantern contains battery , solar pannel, led bulbs and automatic charging of working time 25 hours and led life time 40000 hrs , solar pannel of 5w li-ion type battery 2200 mah capacity of volt 7.4v, supply and installation luminous solar inverter