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Tender For supply foundation chemical, anchor bolts, carry out core drilling of foundation holes in concrete floor and anchoring the foundation bolt using chemical anchoring grout
Tender For cleaning of existing garland drains, cutting new garland drains, provision of concrete pipe culverts and pump foundation under monsoon preparation works of north urimari project, barka-sayal area.
Tender For earth work excavation pccm10 for foundation m25 concrete for abutment girder retains tmt fe 550 steel reinforcement and approach road etc.only for catogary-ii(a) communities only
Tender For installation of obstacle training equipment at cisf unit tld iv ps - earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m. as directed. the item includes necessary trimming the sides of trenches, levelling, dressingand ramming the bottom, bailing out water as required complete.(a) depth of excavation not exceeding 1,500 mm, earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m. as directed. the item includes necessary trimming the sides of trenches, levelling, dressingand ramming the bottom, bailing out water as required complete (b) depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring., cement concrete with graded jhama khoa (30 mm size) excluding shuttering in ground floor and foundation- 1:3:6 proportion, ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground flooras per relevant is codes(b) river bazree, m.s. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle,channel sections conforming to is: 226, is: 808 & sp (6)- 1964 connected to one another with bracket,gussets, cleats as per design, direction of engineerincharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding electrodes of approved make and brand conforming to is:814- 2004, haulage, hoisting and erection all complete. the rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.i) for structural members of specified sections weighing less than 22.5 kg./m, (a) priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc, (a) painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary (b) on steel or other metal surface :with other than higloss of approved quality-(iv) two coats (with any shade except white), filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)(b) do - by fine sand, supply and fixing of manila rope/ monkey rope., reinforcement for reinforced concrete work in all sorts of structures including distribution bars ,stirrups, binders etc. initial straightening and removal of loose rust ( if necessary), cutting to requisite length hooking and bending to correctshape, placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction.(a) for works in foundation,basement and upto roof of ground floor/upto 4m) (i)tor steel/mild steel iii. others manufacturers not specified
Tender For supply of supply, installation, testing, and commissioning of 125 kva diesel generator set as per the technical specification attached. duly dismantling the existing 50kva dg set for ers , supply and laying of 3.5 x 150 sqmm aluminium armoured cable with glands and termination for ers territory. , supply and laying of 3.5 x 95 sqmm aluminium armoured cable with glands and termination for ers territory. , earth pit with earth chamber, 2x2 copper plate with 1.5 inch dia with 2mtr long gi pipe b class and suitable size of trench, compound, termination, for ers territory. , supply and laying of 1.5 x 4 core ug cable for using ats function, for ers territory. , 25x3 swg copper strip for using earth conductor, for ers territory. , gsb generator switch board with 200 a mccb as incomer and 2nos 125a mccb as out going with suitable size of busbar and enclosure, for ers territory. , double compression gland for ers territory. , 16 sq.mm copper wire for ers territory. , 16 mm, 4 inch exhaust pipe extension with ms pipe for ers territory. , removal of existing amf panel and fixing of 2nos ats panel for ers territory. , supply of 100 amps ats panel for ers territory , existing dg foundation extension workfor ers territory. , electrical inspectorate scheme preparation, site inspection fee, testing, etc for ers territory. , supply of 15kva diesel generator 3 phase i o, including trasportation, loading and unloading for sbc , supply of 25kva diesel generator 3 phase i o, including trasportation, loading and unloading for sbc , supply of 50 kva diesel generator 3 phase i o, including trasportation, loading and unloading for sbc , supply of materials for provision of concrete foundation for dg set as per site requirement for sbc , installation of concrete foundation for dg set as per site requirement for sbc , installation of dg set on the foundation for dg set for sbc , supply and termination of power cable on amf panel, dg sets and ac main distribution panel for dg set including trenching and laying as per site requirement for sbc , supplying and installation of earthing material for three pits for dg set for sbc
Tender For supply and installation of open gym equipment(s) under mlalads fund in different parks under municipal corporation of delhi - supply and installation of open gym equipment(s) under mlalads fund in different parks under municipal corporation of delhi, seated puller /pull chair made from c class g.i pipe. dimensions: - 1900mm (length) x 740mm (width) x 1920mm. (height). safe area:- 1.2mtr x 3mtr. seated puller equipment made up of c class g.i. pipe of different nb.nb stands for nominal bore sizes i.e. internal diameter of pipe in millimeters. the center pipe is of 100nb made from c class g.i. pipe. bottom support is of m.s. round plate of dia 250 mm & 10mm thickness welded. all linkages are made up of 25nb c class g.i. pipe. the handle frame is of 32nb c class g.i. pipe. the seat frame is of 32nb c class g.i. pipe. to build structure bushes are used which are made from seamless pipe of 60mm o.d. and 5mm thickness as well as 60mm diameter solid bar bush used. the foundation used for fixing is a structure and made from center pipe of g.i. of 80 nb c class. welded with m.s. round plate of dia 250 mm & 10mm thick. main pipe supported with 25 mm x 25mm m.s. angles of 3 mm thickness and 20mm x 40mm crc square pipes of 3mm thickness. foundation cover closing cap is made from injection moulded plastic lldpe / hdpe. the seats and back rests are fitted on the outer frames are made up of m.s. sheet of size 330 mm x 300 mmx2mm thickness and deep drawn and pressed in tools and dies to have uniform radius of 20 mm with no sharp edges.closing caps are made up of from injection moulded plastic lldpe / hdpe.pins used of diameter 25mm and 17mm are made up from sae 8620 bright material. the bearings used are of 6205 2rs1 and 6203 2rs1 permanent lubricated sealed bearing of reputed brand.high tensile steel with galvanized nuts & bolts are used for assembly.thecirclips used for assembly are of a16. the gym equipment shall be finished smooth with a primer coating of atleast 40 micron followed by epoxy based powder coating with polyster powder coating of at least 60 to 70 micron thickness using akzonobel/ berger make paints or its equivalent paints. the holding down/fixing of gym equipments shall be emboded in cement concrete in the ratio of 1:2:4 (1cement : 2 coarse sand :4 stone agg. 20mm nominal size), cross trainer /elliptical exerciserdimensions: - 1320mm (length) x 600mm (width) x 1750mm. (height). safe area: - 1.77 x 1.2mtr. cross trainer equipment made from c class g.i. pipe of different nb.nb stands for nominal bore sizes i.e. internal diameter of pipe in millimeters. the main frame pipes are of 80nb c class g.i. pipe with single bend pipe with 250mm radius. the bottom support of m.s. round plate of dia 250 mm & 10mm thick. the handle frame is made up of 25nb c class g.i. pipe. the foundation used for fixing is a structure and made from center pipe of g.i. of 80 nb c class welded with m.s. round plate of dia 250 mm & 10mm thick. main pipe supported with 25 mm x 25mm m.s. angles of 3 mm thickness and 20mm x 40mm crc square pipes of 3mm thickness. to build structure bushes are used which are made from m.s. seamless pipe of 60mm od with 5 mm thickness. the footrests are made from injection moulded plastic lldpe / hdpe. closing caps are made up of injection moulded plastic lldpe / hdpe. pins used of diameter 35mm, 25mm, and 17mm are made up from sae 8620 bright .the bearings used are of 6007 2rs1 62052rs1 and 62032rs1 permanent lubricated sealed bearing of reputed brand. high tensile steel with galvanized nuts and bolts are used for assembly. the gym equipment shall be finished smooth with a primer coating of atleast 40 micron followed by epoxy based powder coating with polyster powder coating of at least 60 to 70 micron thickness using akzonobel/ berger make paints or its equivalent paints. the holding down/fixing of gym equipments shall be emboded in cement concrete in the ratio of 1:2:4 (1cement : 2 coarse sand :4 stone agg
Tender For cleaning of existing garland drains, cleaning of sedimentation pond, cutting new garland drains, provision of concrete pipe culverts and pump foundation under monsoon preparation works of urimari project, barkasayal area.
Tender For laying of plain lime concrete, filling of sand in foundation trench, mending the broken pillars, roof beams and roof slabs, procurement of new sand stone blocks, resetting the removed structural members of kameshwaralaya
Tender For removing pcc /shahabad slabs from the side lining of canal, providing cohesive non-swelling (cns) soil lining to canals using soil from borrow area, earth work excavation for foundation by mechanical means, providing and laying insitu vibrated m-15 grade cement concrete for side lining of canal, m10 for foundation, m20 for sub structures, providing and filling murrum/gravelly soil (cns soil) for foundation and supplying s&s rcc spun / vibrated cast pipes (reinforced) pipes np-3 class.
Tender For tender for supply of earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth , 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m , as directed by engineer-in-charge. all kinds of soil , 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 , complete as per directions of engineer-in-charge. , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level 1-3-6 (1 cement - 3 coarse sand (zone-iii) -6 graded stone aggregate 20 mm nominal size) , complete as per directions of engineer-in-charge. , 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)- 3 graded stone aggregate 20 mm nominal size) , complete as per directions of engineer-in-charge. , steel reinforcement for r.c.c. work including straightening , cutting , bending , placing in position and binding all complete above plinth level and below plinth level.thermo-mechanically treated bars of grade fe-500d or 550d , complete as per directions of engineer-in-charge. , centering and shuttering including strutting , propping etc. and removal of form as per directions of engineer-in-charge at all leads and lifta) in foundations , footings , bases of columns , etc.complete as per directions of engineer-in-charge. , centering and shuttering including strutting , propping etc. and removal of form as per directions of engineer-in-charge at all leads and liftb) in superstructure columns , lintels , beams , plinth beams , roofs etc. , complete as per directions of engineer-in-charge. , dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete , complete as per directions of engineer-in-charge. , supplying and filling in plinth with sand under floors , including watering , ramming , consolidating and dressing complete , complete as per directions of engineer-in-charge. , demolishing r.c.c. work manually or by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer - in- charge. , neat cement punning , providing and grouting of pockets with cementitious grout non shrink of approved make by suitable means free flowing pump curing etc complete as per directions of engineer in charge the payment shall be made on the basis of actual weight of approved grout used as per directions of engineer in charge , structural steel work riveted , bolted or welded in built up sections , and framed work like purlins , frames , trusses etc. including cutting , hoisting , fixing in position and applying two coats of synthetic enamel paint over a coat of approved steel primer , complete as per directions of engineer-in-charge.. , providing , laying and jointing glazed stoneware pipes of 150mm dia pipe of class sp1with stiff mixture of cement mortar in the proportion of 1ratio1 1 cement 1 fine sand including testing of joints etc complete as per directions of engineer in charge , constructing masonry chamber 120x120x100 cm inside , in brick work in cement mortar 1-4 (1 cement - 4 coarse sand) for sluice valve , with c.i. surface box 100 mm top diameter , 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and rcc top slab 1-2-4 mix (1 cement - 2 coarse sand - 4 graded stone aggregate 20 mm nominal size) , ic necessary excavation , foundation concrete 1-5-10 (1 cement -5 fine sand - 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1-3 (1 cement - 3 coarse sand) 12 mm