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Tender For provisions included in this estimate are demolishing brick work rcc 1 1 2 3 for foundation and columns steel renforcement for rcc work centering and shuttering for rcc work solid block work for compound wall 12mm thick plastering work priming c
Tender For ca no ge(u)/chm-61/2025-26 periodical/ routine maintenance of water supply assets such as rewinding of motor, foundations and connected accessories in pumping installations under age em-ii of ge (u) chandimandir
Tender For supply of stone aggregate single size 20 mm nominal size , coarse sand zone iii , portland cement 0. 2225 cum , cement concrete block 40 cm by 30 cm by 20 cm , rr stone , ms pipe ms square tube ms tee ms foundation bolts 16 sqmm dia ms flat , acrylic exterior paint , acrylic exterior primer , painting brush 6 inch 5 inch and 4 inch , ready mixed pink or grey primer , synthetic enamel paint , 60 mm puf pannel for roof with 0. 50 mm thick ppgi , 6mm thick polycorbonate sheet on roofing , iron cutter bladge 100mm , iron cutter bladge 300mm , welding rod , self drilling screw 40mm , 1 mm thick ms sheet steel door shutter
Tender For corrigendum : overhauling repairs to water turbine driven horizontal pumping unit at achoora gurez of misd hajin. - overhauling/major mechanical repairs/replacements of damaged non-functional mini water driven turbine (damaged by heavy snow slide) coupled with 03 cusec horizontal pumping unit. the job comprises of following works: pump sidei. engaging of labours in the machine drive chamber by way of moving of boulders and other trash till the machine chamber be cleaned and washed., ii. temporary oiling the turbine and pumping unit on machine chamber side till the the mechanism of machinery is free from rust and dust, then decoupling the pumping unit from the turbine coupling and genset from belting. using skilled labour and other tools and tackles., iii. dismantling of 8 x8 horizontal pumping unit from its existing pump foundation to machine floor smoothly without any hammer stroke using skilled job knowing personnel., iv. dismantling of the pumping unit parts at machine floor,removing of defective rotating kit assembly from the pump body using proper tools to be arranged by firm., v. shifting of the dismantled kit assembly with the allied accessories and defective chain pulley block to road side upto the lead of 150 m by head loading and then loading the rotating kit assembly in private load carrier to be arranged by the firm and shifting to workshop for conducting necessary repairs., vi. complete servicing of rotating kit cum bearing housing at workshop using diesel oil till the whole bearing assembly and rotating parts are washed and cleaned and free from rust and dirt. the job includes dismantling of bearing housing and removing of defective parts like damaged shaft, broken bearings and other items smoothly. the job includes removing of broken bolts from the bearing housing, re-tapping the damaged holes and providing and fitting of new holes., vii. repairs to impeller shaft of the pump by way of rebuilding the damaged portion using arc welding and then machining, polishing, threading completely till the size of the shaft is brought to required specifications. the job further includes providing and fitting of check nut as per sample., viii. manufacturing/providing and fitting of gm bush to suction part and gm cooling ring, gm gland with bolts. the job includes casting, machining, finishing to proper dimensions., ix. providing and fitting of high pressure gasket on suction side and delivery side., providing and fitting of ht bolts of assorted size, xi. rebuilding the wearing ring seats of suction and coupling end plates using ci welding electrodes. the job includes machining and finishing to proper dimensions., xii. repairs to defaced/ damaged impeller shoulder ring seats using ci welding electrodes. . the job includes machining and finishing to proper dimensions., providing and fitting of taper roller bearing on coupling side and gland side. the job includes greasing of bearing xiv. 32315, xv. 32314, xvi. assembling of bearing housing with rotating kit at workshop to check the rotating kit assembly is free from any obstacles and loading and shifting to site in private load carrier to be arranged by the firm including haltage and retun back of workers, turbine side:- repairs to turbine side by way of:complete cleaning and washing of turbine chamber by way of removing of boulders and other trash from the turbine by engaging of labours.complete servicing/ washing/oiling of turbine assembly in turbine chamber till the assembly of turbine and guide vanes are free from the rust and dust and then complete oil washing the guide vanes, guide hinges and outer body of turbineproviding and fitting if turbine shaft gm bush bearingtesting of turbine assembly on no-load decoupled from pump assembly by way of charging of turbine chamber to check the vibration, sound, rpm, setting of turbine guide vanes, hinges to ensure smooth functionre-installation of pumping unit by way of fitting of rotating kit assemblycomplete painting by black japa
Tender For a/r & m/o of lwss ner dhangu in gp kasarla in tehsil balh distt. mandi (h.p). (sh:- c/o foundation block for pumping machinery (lwss chalah chakkar, lwss chikkar ka gohar, lwss dohandi nagchala and lwss ner dhangu = 8 nos.). rs. 315135 /- only
Tender For construction work of protection wall, pick-up stand, office renovation, stage, parking stand, childern playing equipment, speaker equipment, tiranga flag foundation, cctv camera, fire hydrant system, led street light, cement concrete road with tri-mix and paving block road as per various area of dhari, dist.: amreli under swarnim jayanti mukhya mantri saheri vikash yojana year-2024-25 and 25-26 and 15 percentage vivekadhin yojana year-2025-26. (second attempt)
Tender For akankshi nagar yojanantargat nagar panchayat payagpur men block parisar ke andar khali bhoomi par adhyayan kendra ki sthapna hetu library ka nirman karya. - earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil. as per dsr no.-2.8.1, filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m as per dsr no.-2.25, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per dsr no.-4.1.8, supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per dsr no.-2.27, treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration. as per dsr no.-2.35.3.1, reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). as per dsr no.-5.2.2, reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per dsr no.-5.3, ground floor, first floor, as per dsr no.-5.3b, as per dsr no.-5.3b, providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per dsr no.-5.1.2, centering and shuttering including strutting, propping etc. and removal of form for. as per dsr no.-5.9, foundations, footings, bases of columns, etc. for mass concrete. as per dsr no.-5.9.1, lintels, beams, plinth beams, girders, bressumers and cantilevers. as per dsr no.-5.9.5, columns, pillars, piers, abutments, posts and struts. as per dsr no.-5.9.6, brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in. as per dsr no.-6.1.1 & 6.1.2, cement mortar 1:4 (1 cement : 4 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) as per dsr no.-4.10, providing & applying a coat of residual petroleum bitumen of grade of vg-10 of approved
Tender For tender for gram panchaayat saimaree mein muktidhaam ka nirmaan kaary. - boring of 300mm3.5 met depth doubble under reamed pile in black cotton soil i/c all etc., rc.c. in 1:2:4 cement sand & 20mm. gauge stone grit.in pile (dsr no. 5.1.3), rc.c. in 1:2:4 cement sand & 20mm. gauge stone grit.in beam (dsr no. 5.1.3), rc.c. in 1:1.5:3 cement sand & 20mm. gauge stone grit.in columns (dsr no. 5.2.2), m150 class brick work with 1/4 c/sand morter in foundation (dsr no. 6.3.2), rc.c. in 1:2:4 cement sand & 20mm. gauge stone grit.inbeam (dsr no. 5.3 (a)), rc.c. in 1:2:4 cement sand & 20mm. gauge stone grit.in slab beem (dsr no. 5.3 (a)), rc.c. in 1:2:4 cement sand & 20mm. gauge stone grit.in slab (dsr no. 5.3 (a)), ms iron work in plain work such as rainforcementin rcc (dsr no. 5.22.1), 12mmthick plaster work with 1:4 c/sand morter i/c all etc (dsr no. 13.1.1), e/w work filling in room by 1km tt out of side to work site, laying 4cm thick dpc with p/s 13 mm stone grit (dsr no. 11.3), finishing wall with acrylic smooth exiterior water proof paint (dsr no. 13.46), providing , laying spreading and compacting stone dust in blanket coat compacted thickness on a prepared base and compacting with power roller including all materials,machinery,labour& t& p etc.complete, construction of granular sub-base by providing wellgraded material spreading in uniform layers with motor grader 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, supply and laying of 80mm th paver block rubber mould interlocking, supply & fixing sign board/photograph
Tender For corrigendum : making of t.w foundation and others at tajpur of egra-ii block piped water supply scheme under midnapore mechanical division phe dte. in the dist. of purba medinipur.