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Tender For tender for proposed furnishing, electrical and data cabling work of interiors of central bank of india, dno : 7-40, boddirathi street, mustabada, vedurupavuluru, gannavaram mandal, krishna district, andhra pradesh
Tender For tender for carrying out furnishing, carpentry, electrical lan cabling, air conditioning and other miscellaneous allied works for bo: rajabazar joypur punjab national bank at po-joypur rajabazar, cachar, assam
Tender For mgsy/25-26/balia/01 - construction of h.l rcc bridge ( 8 x 21.750 m) in between t01 se sonwarsha path under shamho akha kurha block in the district of begusarai, 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. up to 3.00 m depth ., providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. as per morth clause no. - 1200&, plain cement concrete in open foundation complete as per drawing and technical specifications pcc grade m -15 below abutment well cap, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification rcc m-35 in well curb, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well bottom plug, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rcc m-25 in well steining, providing plain cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , pcc m-25 in well intermediate plug, well sinking as per technical specification, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), for 7.00 m dia well :; pier, depth 0.00m to 3.00 m (clay soil), depth 3.00m to 10.00 m (sandy soil), depth 10.00m to 20.00 m (sandy soil), depth 20.00m to 30.00 m (sandy soil), sand filling in wells complete as per drawing and technical specifiction. as per morth clause no. - 1207, providing cement concrete /reinforced cement concrete with batching plant, transit mixer and concrete pump as per drawing and technical specification , rccm-35 in well cap, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 67.622+155.612 =223.234 t, confirmatory boring at abutment and pier location, back filling behind abutment, wing wall and return wall complete as per drawing and technical specification, providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification., plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsheight upto 5m , rcc grade m30, plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications ,rcc grade m30 , height 5m to 10m, supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical , reinf , qty = 23.851+24.330+1.762+0.313+1.289+1.139 =, 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 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., furnishing and placing reinforced/prestressed ceme
Tender For mgsy/25-26/teghra/01 - construction of h.l rcc bridge ( 6 x 21.750 m) in alapur to pasopur & l021 to pakthaul , ( khijir chak abm kirtoul ke bich balan nadi par pul ) under teghra block in the district of begusarai, 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. up to 3.00 m depth ., levelling course for pile cap , providing and laying of pcc m15 levelling course 100mm thick below the pile cap., providing and laying reinforced cement concrete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 , rcc grade m -35 in pile cap, bored cast in situ piles r.c.c m-35 , pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lift and lead up to 1200 m, supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawing and technical specifications , tmt in foundation , refer bbs ,qty = 54.273+16.411+74.929+ 29.651= 175.264, 6mm thick. steel liner as per drawing and technical specification ., providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. well. assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth @ rs. 3768.00 for each island., pile load test on single vertical pile in accordance with is:2911(part-iv) 1985, a) initial load test @ 2.5 times load on 1 pile, b) routine load test @ 1.5 times load on 2% pile, c) lateral load test, confirmatory boring at abutment and pier location, back filling behind abutment, wing wall and return wall complete as per drawing and technical specification, providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of morth specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification., plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsheight upto 5m , rcc grade m30, plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications ,rcc grade m30 , height 5m to 10m, supplying, fitting and placing hysd bar reinforcement in sub-structure complete as per drawing and technical , reinf qty = 20.810+28.454+1.762+0.313+1.289+1.139 =53.77, 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 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., furnishing and placing reinforced/prestressed cement concrete in super-structure as per drawing and technical specificatio,rcc grade m 30, height 5m to 10m, reinforeced cement concrete m30 grade approach slab including reinforcement and formwork complete as per drawing and technical specification, pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, construction of rcc railing of m30 grade in-situ with 20 mm nominal size aggregate, 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 b
Tender For construction of proposed pref-fab structure on terrace of state consumer disputes redressal commission, patna for the year 2022-23. including civil, electrical, water supply & sanitary, fire fighting, furniture and furnishing etc. all complete job as per direction of e/i on turnkey basis for the year 2022-23 at daroga rai path, patna for the year 2022-2023 (scope of work, detailed specification and construction site as per attached sheet on website)