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Tender For providing of custom bid for services - taking down 32 nos old cracked pcc poles of any size refilling the pit, ramming leveling & existinghiring of crane for removal & transporation it to 2 km away from site all as directedgenerated by: hitesh kumar mandawat, department of military affairs, ministry of
Tender For providing of custom bid for services - taking down 32 nos old cracked pcc poles of any size refilling the pit, ramming leveling & existing hiring of crane for removal & transporation it to 2 km away from site all as directed
Tender For corrigendum : supply of digital radiography system type c (qty:10) - digital radiography system 50kw ceiling suspended type, single detector with all accessories as per specifications except the following, x-ray table 6 way floating table, dry imager with 2 online trays, additional detector (rate fixed for three years from the date of price bid opening), light weight lead apron with thyroid gaurd, additional workstation, x-ray trolley table (not taken for evaluation), x-ray table four way (not taken for evaluation), x-ray view box double film (not taken for evaluation), cost of one viewing station (hardware) with necessary software and ups (not taken for evaluation), fully automated full length image stitching on table and vertical bucky necessary hardware and software (not taken for evaluation), 15.12.2:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area beyond 3 sq. metres, 15.12.1:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area 3 sq. metres and below, 15.23.1:dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm, 15.3:demolishing r.c.c. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of engineer -in-charge., 15.57:dismantling aluminium / gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by engineer - in-charge, 15.7.4:demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge.in cement mortar, 15.60:disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved, 2.1.1:earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:all kinds of soil, 50.2.25.1:filling with contractors own 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, lead up to 50 m and lift up to 1.5 m as per direction of site engineer-in-charge, 2.34.1:supplying chemical emulsion in sealed containers including delivery as specified.chlorpyriphos / lindane emulsifiable concentrate of 20%, 2.35.1.1:diluting and injecting chemical emulsion for post -constructional anti-termite treatment (excluding the cost of chemical emulsion):along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:with chlorpyriphos /lindane e.c. 20% with 1% concentration, 50.4.1.1:providing and laying in position cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) up to floor five level excluding the cost of centering, shuttering, finishing for leveling coarse of floor and roof etc., 50.5.33.2:providing and laying in position machine batched and machine mixed design mix m-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the
Tender For corrigendum : supply of digital radiography system type b (qty:10) - digital radiography system 80kw ceiling suspended type, single detector with all accessories as per specifications except the following, x-ray table 6 way floating table, dry imager with 2 online trays, additional detector (rate fixed for three years from the date of price bid opening), light weight lead apron with thyroid gaurd, additional workstation, x-ray trolley table (not taken for evaluation), x-ray table four way (not taken for evaluation), x-ray view box double film (not taken for evaluation), cost of one viewing station (hardware) with necessary software and ups (not taken for evaluation), fully automated full length image stitching on table and vertical bucky necessary hardware and software (not taken for evaluation), 15.12.2:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area beyond 3 sq. metres, 15.12.1:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area 3 sq. metres and below, 15.23.1:dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm, 15.3:demolishing r.c.c. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of engineer -in-charge., 15.57:dismantling aluminium / gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by engineer - in-charge, 15.7.4:demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge.in cement mortar, 15.60:disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved, 2.1.1:earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:all kinds of soil, 50.2.25.1:filling with contractors own 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, lead up to 50 m and lift up to 1.5 m as per direction of site engineer-in-charge, 2.34.1:supplying chemical emulsion in sealed containers including delivery as specified.chlorpyriphos / lindane emulsifiable concentrate of 20%, 2.35.1.1:diluting and injecting chemical emulsion for post -constructional anti-termite treatment (excluding the cost of chemical emulsion):along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:with chlorpyriphos /lindane e.c. 20% with 1% concentration, 50.4.1.1:providing and laying in position cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) up to floor five level excluding the cost of centering, shuttering, finishing for leveling coarse of floor and roof etc., 50.5.33.2:providing and laying in position machine batched and machine mixed design mix m-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the
Tender For tender for rcc precast box , site preparation and excavation1 , site preparation and excavation2 , site preparation and excavation3 , site preparation and excavation4 , engagement of plant and machinery , rcc works , cement , sand , chips , water proofing , water and damp proofing , joining of cells1 , joining of cells2 , joining of cells3 , joining of cells4 , joining of cells5 , perforated pipes , stair case , surface of wall and painting , ventilation system , internal water supply system1 , internal water supply system2 , accessories1 , accessories2 , accessories3 , accessories4 , sewage1 , sewage2 , doors1 , doors2 , doors3 , drainage system , electrical fittings1 , electrical fittings2 , electrical fittings3 , electrical fittings4 , electrical fittings5 , flooring , fire extinguisher , furniture , air ventilation system , misc items , shed above stair case precast rcc structure box m50 grade. , site preparation, clearance and hire charges for excavator with operator in green field area, cost of muck dumping from site location, cost of wbm material 350 mm thick after compaction, cost of compaction and leveling of bottom ground before rcc, hire charges for hydra with operator for placement of cells, compactor with operator, ajax mixture machine with operator. , rcc works 1 2 4 250mm thick along with waterproofing compound. 50 cum, cement, sand, chips, laying of geo textile membrane of 200 gsm above rcc work, laying of waterproofing outside and inside layer and bituminous based water proofing layer outside, cost of application of epoxy resin based putty to prepare the surface for application of epoxy based adhesive, cost of application of layer of mortar above joints, cost of application of water based coating for damp proofing material both interior and exterior, cost of application of bituminous based chemical water proof on exterior side, ) /bid number: gem/2025/b/7025678 * /dated: 20-12-2025 & & / bid document1 / 37
Tender For -custom bid for services - tender for attending fire water, raw water and other ug line leakages at mrpl aromatic complex as per boq (bidder has to quote lumpsum price higher or lower than the sor value excluding gst as per boq).-1 1050799 earth work in excavation by manual / mechanical means below ground level in all kinds of works in all types of soils, depth 0 to 1.5 m in any work condition irrespective of magnitude of work, work place, work space, height, degree of complications, temperature, gradient including setting out, removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, construction of shoring, strutting and bracing, leveling, grading and ramming of bottoms, dewatering up to any extent of accumulated water from any source and keeping the surface dry for subsequent works, disposal or stacking of excavated material within a lead of 2km, . all complete as per standard specifications and diretction of engineer incharge, 2 1050800 earth work in excavation by manual / mechanical means below ground level in all kinds of works in all types of soils, depth 1.5m to 3.0m in any work condition irrespective of magnitude of work, work place, work space, height, degree of complications, temperature, gradient including setting out, removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, construction of shoring, strutting and bracing, leveling, grading and ramming of bottoms, dewatering up to any extent of accumulated water from any source and keeping the surface dry for subsequent works, disposal or stacking of excavated material within a lead of 2km, etc. all complete as per standard specifications and diretction of engineer incharge, 3 1050801 earth work in excavation by manual / mechanical means below ground level in all kinds of works in all types of soils, depth 3.0m to 4.5m in any work condition irrespective of magnitude of work, work place, work space, height, degree of complications, temperature, gradient including setting out, removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, construction of shoring, strutting and bracing, leveling, grading and ramming of bottoms, dewatering up to any extent of accumulated water from any source and keeping the surface dry for subsequent works, disposal or stacking of excavated material within a lead of 2km, etc. all complete as per standard specifications and diretction of engineer incharge. 4 1050802 backfilling and compacting the soil in layers of 300mm after execution of the work to proper grade and level with selected materials from available excavated soil from soil heaps within a lead of 2.00km, including re- excavating the deposited soil excavated earlier, breaking clods, loading, transportation, unloading, spreading to required level, watering, rolling and ramming by manual methods/ mechanical compactors, dressing, trimming etc. with all tools & tackles, machinaries, labour etc complete as per standard specifications and diretction of engineer incharge. 5 1050803 transporting & disposal of the surplus earth and excavated material including shrubs and vegetations from construction area to maximum lead of 2.0 km including reexcavating the deposited soil excavated earlier, loading, transportation, unloading, laying at all depths and heights, stacking, leveling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes all complete as per standard specifications and diretction of engineer incharge.(the work volume of surplus material shall be measured as the difference of volume of excavation & the volume of back filling.), 6 1050804 pumping out water including dewatering the water mixed with muck/sludge etc from the trenches, ponds and other miscellaneous areas including supply and installation of dewatering pumps by contractor with all labour, hoses, consumables fuel etc.complete as per the directions of engineer incha