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Tender For state scheme (nabard)/25-26/jhanjharpur/01 - 1) construction of hl rcc bridge in karhara to malleh road over bhutia balan river-ch-2.10 km, 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 reinforced concrete pile head complete as per drawing and 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 sub structure with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design upto 5 m 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 the full height compacted., providing rcc m 30 grade & super structure :-- furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach slab:-- reinforced cement concrete approach slab including
Tender For state scheme (nabard) /25-26/tikari /01 - 1) name of work: construction of high level rcc bridge over morahar river in between mahiyarpur to kurmawaan, 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 diasmeter all complete job as per specifiactions and direction of e/l, 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 reinforced concrete pile head complete as per drawing and 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 m30 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 height, 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. elastomeric bearing & pad, 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 the full height compacted., providing rcc m 30 grade & super structure :--furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach s
Tender For corrigendum : custom bid for services -offloading of packing activities of hrm-1. scope of work: vendor has to supply packing material such as wood, metal straps, nails, packing tools, manpower etc necessary for packing of the finish material (metal round bars and flats). 2. wood: the wood material shall be of high quality which is used for all export consignments packing. the thick ness of the wooden blanks shall be minimum 20mm and the wood material shall be placed to avoid metal contact. 3. packing: material shall be picked inside-box in such a way that material to metal contact shall bot be there ( providing groove kind of structure / support with wood). bubble wrap / gunny cloth shall be placed to avoid metal contact. 4. closing the box: boxes after packing the material shall be nailed. 5. metal strap: packed boxes shall be strapped with high tensile steel strapping and placing the material, packing slip in polythene sheet on the wooden box. width of the metal straps used shall be of inch, 1 inch, 2 inch based on the requirement. the wooden box shall have minimum 100 mm height at the bottom for free movement of fork lift / slings or any other material handling devises. 6. man power: party has to engage 4 trained resources (manpower) as and when the packing activity is on. packing intimation (no of boxes and size of the boxes) will be informed by midhani to the party two days prior to the packing requirement. party has to record the details of material (grade, heat no, qty nos/kgs, dc nos etc) while packing and submit to midhani along with the bill). 7. the minimum weight to be packed per box considered is 300 kg and maximum weight per box is 3000 kgs. 8. price: price shall be quoted per kg basis (including of all above work)..
Tender For corrigendum : installation of play equipments in the park of mdh, pgi, sector-12, chandigarh - straight slide : providing & fixing of 15 x 1.83 x 7 straight slide made up of high density 6mm emulsion fibre with iron ladder and supporting steel structure powder coated with 100-110 micron thickness grouted with foundation work including freight charges, taxes etc. complete in all respect to the entire satisfaction of engineer incharge., fibre slide (waved) - providing & fixing of 15 x 1.83 x 7 fiber slide made up of high density 6mm emulsion fibre with iron ladder and supporting steel structure powder coated with 100-110 micron thickness grouted with foundation work including freight charges, taxes etc. complete in all respect to the entire satisfaction of engineer incharge., double swing: providing & fixing of 10 x 7.5 double swing made up of supporting steel structure powder coated with 100-110 micron thickness grouted with foundation work including freight charges, taxes etc. complete in all respect to the entire satisfaction of engineer incharge., see-saw: providing & fixing of 8 x 4 x 2 see-saw made up of supporting steel structure powder coated with 100-110 micron thickness having 4 seater of high density 6mm emulsion fibre grouted with foundation work including freight charges, taxes etc. complete in all respect to the entire satisfaction of engineer incharge.
Tender For supply of complete structure and construction material of cp - cement in polythene bags 50 kgs each 43 opc , sand coarse , crushed stone aggregate 20mm graded , crushed stone aggregate 40mm graded , rr stone boulders , tmt steel bar 8 mm dia , tmt steel bar 10 mm di , tmt steel bar 12 mm dia , tmt steel bar 16 mm dia , app based polymeric membrane minimum weighing 3kg oblique sqm and minimum 3mm thick reinforced with polyster non wove fabric , 75mm dia pvc pipe for weep hole , scantling 3 x 3 inch seasoned first class hard wood 2 point 30 mtr long , shuttering plywood of size 8 x 4 feet and 12mm thickness , binding wire 20 gauge zero point 9mm annealed , nails 2 inch for shuttering , nails 3 inch for shuttering , nails 4 inch for shuttering , water proofing compound , quick setting compound , ms door pre fabricated , loophole of size 600 mm x 500 mm , bitumen vg 10 , 10mm thick ms plate as in one layer on roof , 20mm thick ms plate as in two layers on roof , shredded rubber 150 mm , lime , primer for synthetic paint , synthetic enamel paint light brown shade , synthetic enamel paint medium brown shade , synthetic enamel paint dark brown shade , paint brush , lighting conductor complete set , cut off machine 14 inch , tile cutter make bosch for ply cutting , working goggle 1 as per sample , ppgi sheet zero point 60 mm thick of size 10 x 03 feet , durmut 5 kg with 5 feet wooden handle , concrete vibration machine petrol needle , hand gloves rubber best quality , pan motor tasala 18 dia made of steel , phawrah with handle midium size , shovel with handle , measuring tape 5 mtr rectractable grade a1 16 , measuring tape 10 mtr rectractable grade a1 16 , wiremess for seiving sand 1 mtr width 15 mtr roll , axes picks 3 kg head with handle , crow bar hexagonal 1200mm long x 40mm dia , gum boot various size , spirit level 10 inch long , nylon mason thread 100m long , mild steel single hand double wheel barrow to carry upto wheel barrow 200 kg weight , rock drill machine bit 48mm thick , rock drill machine bit 32mm thick , plumbob steel with lasing , water level pipe for mason work transparents , hammer 10 kg with handle , tmt bar bending frame , tmt bar bending handle , wooden gurmala of size 8 x 4 inch , aluminium study of size 3 x 2 inch and 6 feet long , steel gurmala of size 8 x 4 inch , hdpe tirpal of size 30 x 30 feet , steel bucket 15 ltr , iron cutter blade 14 feet , iron cutter blade 4 feet , hexa blade double side , portable hydraulic concrete mixer machine conforming to is 12119 to 1987 to provide an uniform mix for a reliable operation
Tender For corrigendum : on turnkey basis construction of mild steel pipe barrel type well drop syphon structure at rd 28005 m of rajghat left bank canal in down stream of lower orr dam , as per detailed scope of work but not limited to that.
Tender For tender for execution of earth work concrete works and other related works of overground bunker maintenance bays of chp under packageii excluding roofing structure steel works along with sheeting at mcl hingula area talcher