| 1706939254000 | 0 | None | None | Roads | Package No. - 1 - RRND- (a)Construction, Improvements and Developments of Selected Roads and Selected Drains in Ward No. 16 Jalahalli ,37 Yeshwanthapura ,17 JP Park ,38 HMT ,42 Lakshmidevinagara ,69 Laggere ,73 Kottigepalya (12 Works) & Surrounding Areas, (b) Construction of New CC Road in Ward No.73 Kottigepalya (1 Work) & Surrounding Areas and (c) Providing Pathway in Ward No. 73 Kottigepalya (1 Work) & Surrounding Areas - Total (14 Works) in RR Nagar Division for the year 2023-24. | 156582832.28 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2412690 | 72203 | None | code01 | Removing and Refixing stone slabs of drains and pointing in C.M(1:3)Data rate | Sqm | 163.9 | 163.9 | 4129.84 | False | None | None | False | None | False | 676880.776 | 0 | | 2412691 | 72203 | None | code02 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m.Item as per the Direction of Engineer Incharge | Cum | 528.56 | 528.56 | 13424.78 | False | None | None | False | None | False | 7095801.7168 | 0 | | 2412692 | 72203 | None | code03 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately).Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates.as per the Direction of Engineer Incharge | Cum | 6587.9 | 6587.9 | 1349.21 | False | None | None | False | None | False | 8888460.559 | 0 | | 2412693 | 72203 | None | code04 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other.appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement & formwork to be paid separately.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.as per the Direction of Engineer Incharge | Cum | 9389.65 | 9389.65 | 2221.85 | False | None | None | False | None | False | 20862393.8525 | 0 | | 2412694 | 72203 | None | code05 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification as per the Direction of Engineer Incharge | Tonne | 86912.1 | 86912.1 | 135.65 | False | None | None | False | None | False | 11789626.365 | 0 | | 2412695 | 72203 | None | code06 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage
charges of machinery etc complete as per specifications. as per the Direction of Engineer Incharge | Sqm | 1354.1 | 1354.1 | 4.8 | False | None | None | False | None | False | 6499.68 | 0 | | 2412696 | 72203 | None | code07 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.as per the Direction of Engineer Incharge | Sqm | 280.5 | 280.5 | 4.8 | False | None | None | False | None | False | 1346.4 | 0 | | 2412697 | 72203 | None | code08 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately).Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregate.as per the Direction of Engineer Incharge | Cum | 6838.7 | 6838.7 | 0.43 | False | None | None | False | None | False | 2940.641 | 0 | | 2412698 | 72203 | None | code09 | Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in
charge. | Mtr | 38.5 | 38.5 | 340.4 | False | None | None | False | None | False | 13105.4 | 0 | | 2412699 | 72203 | None | code10 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3
fixed and finsihed in line as per direction of Engineer in charge. (300x300x150mm size) | Mtr | 413.6 | 413.6 | 1338.8 | False | None | None | False | None | False | 553727.68 | 0 | | 2412700 | 72203 | None | code11 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.Painting Two Coats on New Concrete Surfaces.Item No.8.1,Page No.66, Vol III SR 23-24 | Sqm | 119.9 | 119.9 | 473.88 | False | None | None | False | None | False | 56818.212 | 0 | | 2412701 | 72203 | None | code12 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drain age of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.as per the Direction of Engineer Incharge | Sqm | 1287.0 | 1287.0 | 7813.24 | False | None | None | False | None | False | 10055639.88 | 0 | | 2412702 | 72203 | None | code13 | Providing & laying precast drain cover slab of 230 mm thickness in CM 1:3 including cost of all materials, labour, curing, transportation, loading, unloading etc, complete as per the directions of the Engineer In Charge.( 1.8 x 0.60 x 0.23) (Approved Data rate) | Sqm | 4356.0 | 4356.0 | 416.88 | False | None | None | False | None | False | 1815929.28 | 0 | | 2412703 | 72203 | None | code14 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 880.0 | 880.0 | 1100.43 | False | None | None | False | None | False | 968378.4 | 0 | | 2412704 | 72203 | None | code15 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.Dismantling of Cement Concrete Pavement .as per the Direction of Engineer Incharge | Cum | 762.66 | 762.66 | 248.56 | False | None | None | False | None | False | 189566.7696 | 0 | | 2412705 | 72203 | None | code16 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of & other appurtenances required to complete the workIn all kinds of soils upto 300 mm depth..as per the Direction of Engineer Incharge | Cum | 247.86 | 247.86 | 8072.76 | False | None | None | False | None | False | 2000914.2936 | 0 | | 2412706 | 72203 | None | code17 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. Granular Sub-Base Plant Mix Method. Materia.as per the Direction of Engineer Incharge | Cum | 2735.7 | 2735.7 | 5937.94 | False | None | None | False | None | False | 16244422.458 | 0 | | 2412707 | 72203 | None | code18 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.as per the Direction of Engineer Incharge | Cum | 5412.0 | 5412.0 | 4035.87 | False | None | None | False | None | False | 21842128.44 | 0 | | 2412708 | 72203 | None | code19 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 7429.4 | 7429.4 | 4006.04 | False | None | None | False | None | False | 29762473.576 | 0 | | 2412709 | 72203 | None | code20 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Wet Mix Macadam (Plant mix method) . | Cum | 2814.9 | 2814.9 | 2962.28 | False | None | None | False | None | False | 8338521.972 | 0 | | 2412710 | 72203 | None | code21 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means.Prime Coat over WMM/WBM. | Sqm | 45.1 | 45.1 | 12879.46 | False | None | None | False | None | False | 580863.646 | 0 | | 2412711 | 72203 | None | code22 | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. | Cum | 10393.9 | 10393.9 | 643.97 | False | None | None | False | None | False | 6693359.783 | 0 | | 2412712 | 72203 | None | code23 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broo.Tack coat on Bituminous surface . | Sqm | 13.2 | 13.2 | 12879.46 | False | None | None | False | None | False | 170008.872 | 0 | | 2412713 | 72203 | None | code24 | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site,
laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects as per the Direction of Engineer Incharge | Cum | 12049.4 | 12049.4 | 386.4 | False | None | None | False | None | False | 4655888.16 | 0 | | 2412714 | 72203 | None | code25 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. .as per the Direction of Engineer Incharge | Sqm | 583.0 | 583.0 | 501.09 | False | None | None | False | None | False | 292135.47 | 0 | | 2412715 | 72203 | None | code26 | SUPPLYING AND FIXING OF LEG PRESS DOUBLE OF SAFE AREA : 2.8MTR X 1.5MTR, CENTER PIPE : 100 NB GI B-CLASS PIPE, SEAT FRAME : 32 NB GI B-CLASS Pipe, BLOCK REST : LLDP Plastic, PIPE CAP : Nylon 66 injection moulded, BEARING HOUSING AND PIN: Seamless Pipe & Round Bar, BEARINGS : PREMENENT SEALED OF REPUTED MAKE (FAG/SKF), STOPER : PU ROD, NUT BLOTS CAP: Nylon 66 injection moulded, NUT BOLTS : HIGH TENSILE STELL, GALVANISED NUT BOLTS, POWDER COAT : DONE BY PURE POLYURETANE POWDER WITH 70-80 MICRON THICKNESS AS PER ENGINEER IN CHARGE OF THE WORK. | Nos | 90000.0 | 90000.0 | 2.0 | False | None | None | False | None | False | 180000.0 | 0 | | 2412716 | 72203 | None | code27 | SUPPLYING AND FIXING OF FUN WALKER DOUBLE OF SAFE AEA : 3MTR X 2MTR, MAIN FRAME : 100 NB GI B-Class Pipe, LEG FRAME:32 NB GI B-CLASS Pipe, HANDLE FRAME :25 NB GI B- CLASS Pipe, FOOT REST: LLDP Plastic, PIPE CAP : Nylon 66 injection moulded, BEARING CAP : Nylon 66 injection moulded, BEARING HOUSING AND PIN : SEAMELESS Pipe & Round Bar, NUT BOLT CAP : Nylon 66 injection moulded, BEARING: PERMANANT SEALED OF REPUTED MAKE (FAG/SKF), NUT BOLTS : HIGH TENSILE STEEL, GALVANISED NUT BOLTS, POWDER COAT : DONE BY PURE POLYURETANE POWDER WITH 70-80 MICRON THICKNESS AS PER ENGINEER INCHARGE OF THE WORK | Nos | 150000.0 | 150000.0 | 2.0 | False | None | None | False | None | False | 300000.0 | 0 | | 2412717 | 72203 | None | code28 | SUPPLYING AND FIXING OF PENDULUM DOUBLE OF SAFE AEA : 2.5MTR X 1MTR, MAIN FRAME : 100 NB GI B-Class Pipe, LEG FRAME:40 NB GI B-CLASS Pipe, HANDLE FRAME :25 NB GI B- CLASS Pipe, SEAT: LLDP Plastic, PIPE CAP : Nylon 66 injection moulded, BEARING CAP : Nylon 66 injection moulded, BEARING HOUSING AND PIN : SEAMELESS Pipe & Round Bar, NUT BOLTS CAP : Nylon 66 injection moulded, BEARING: PERMANANT SEALED OF REPUTED MAKE (FAG/SKF), NUT BOLTS : HIGH TENSILE STEEL, GALVANISED NUT BOLTS, POWDER COAT : DONE BY PURE POLYURETANE POWDER WITH 70-80 MICRON THICKNESS AS PER ENGINEER INCHARGE OF THE WORK | Nos | 90000.0 | 90000.0 | 2.0 | False | None | None | False | None | False | 180000.0 | 0 | | 2412718 | 72203 | None | code29 | SUPPLYING AND FIXING OF SHOULDER PRESS DOUBLE OF SAFE AEA : 4MTR X 2.5MTR OF CENTRE PIPE: 100 NB GI B-Class Pipe, SEAT FRAME : 32 NB GI B-Class Pipe, HANDLE FRAME:32 NB & 15 NB GI B-CLASS Pipe, Handle Cover : TPEE injection moulded, SEAT REST: LLDP Plastic, PIPE CAP : Nylon 66 injection moulded, BEARING CAP : Nylon 66 injection moulded, BEARING HOUSING AND PIN : SEAMELESS Pipe & Round Bar, NUT BOLTS CAP : Nylon 66 injection moulded, BEARING: PERMANANT SEALED OF REPUTED MAKE (FAG/SKF), NUT BOLTS : HIGH TENSILE STEEL, GALVANISED NUT BOLTS, NUT BOLT CAP : Nylon 66 injection moulded, POWDER COAT : DONE BY PURE POLYURETANE POWDER WITH 70-80 MICRON THICKNESS AS PER ENGINEER INCHARGE OF THE WORK | Nos | 180000.0 | 180000.0 | 2.0 | False | None | None | False | None | False | 360000.0 | 0 | | 2412719 | 72203 | None | code30 | SUPPLYING AND FIXING OF CYCLE TWO WAY OF SAFE AEA : 2.5MTR X 1MTR, MAIN FRAME : 100 NB GI B-Class Pipe, ARM FRAME:40 NB GI B-CLASS Pipe, HANDLE FRAME :20 NB GI B- CLASS Pipe, SEAT: LLDP Plastic, PIPE CAP : Nylon 66 injection moulded, BEARING CAP : Nylon 66 injection moulded, BEARING HOUSING AND PIN : SEAMELESS Pipe & Round Bar, NUT BOLTS CAP : Nylon 66 injection moulded, BEARING: PERMANANT SEALED OF REPUTED MAKE (FAG/SKF), NUT BOLTS : HIGH TENSILE STEEL, GALVANISED NUT BOLTS, POWDER COAT : DONE BY PURE POLYURETANE POWDER WITH 70-80 MICRON THICKNESS AS PER ENGINEER INCHARGE OF THE WORK | Nos | 105000.0 | 105000.0 | 2.0 | False | None | None | False | None | False | 210000.0 | 0 | | 2412720 | 72203 | None | code31 | SUPPLYING AND FIXING OF TAI CHI SPINNER DOUBLE OF SAFE AEA : 2MTR DIA, MAIN FRAME : 100 NB GI B-Class Pipe, HANDLE FRAME:32 NB GI B-CLASS Pipe, SPINNING RING: LLDP Plastic, PIPE CAP : Nylon 66 injection moulded, BEARING CAP : Nylon 66 injection moulded, BEARING HOUSING AND PIN : SEAMELESS Pipe & Round Bar, NUT BOLTS CAP : Nylon 66 injection moulded, BEARING: PERMANANT SEALED OF REPUTED MAKE (FAG/SKF), NUT BOLTS : HIGH TENSILE STEEL, GALVANISED NUT BOLTS, POWDER COAT : DONE BY PURE POLYURETANE POWDER WITH 70-80 MICRON THICKNESS AS PER ENGINEER INCHARGE OF THE WORK | Nos | 90000.0 | 90000.0 | 2.0 | False | None | None | False | None | False | 180000.0 | 0 | | 2412721 | 72203 | None | code32 | SUPPLYING AND FIXING OF TWISTER THREE WAY OF SAFE AEA : 2.5 MTR DIA, MAIN FRAME : 100 NB GI B-Class Pipe, ARM FRAME:32 NB GI B- CLASS Pipe, HANDLE FRAME:20 NB GI B-CLASS Pipe, TWISTER DISC: LLDP Plastic, PIPE CAP : Nylon 66 injection moulded, BEARING CAP : Nylon 66 injection moulded, BEARING HOUSING AND PIN : SEAMELESS Pipe & Round Bar, NUT BOLTS CAP : Nylon 66 injection moulded, BEARING: PERMANANT SEALED OF REPUTED MAKE (FAG/SKF), NUT BOLTS : HIGH TENSILE STEEL, GALVANISED NUT BOLTS, POWDER COAT : DONE BY PURE POLYURETANE POWDER WITH 70-80 MICRON THICKNESS AS PER ENGINEER INCHARGE OF THE WORK | Nos | 90000.0 | 90000.0 | 2.0 | False | None | None | False | None | False | 180000.0 | 0 | | 2412722 | 72203 | None | code33 | SUPPLYING AND FIXING OF CHEST PRESS DOUBLE OF SAFE AEA : 4MTR X 2.5MTR OF CENTRE PIPE: 100 NB GI B-Class Pipe, SEAT FRAME : 32 NB GI B-Class Pipe, HANDLE FRAME:32 NB & 15 NB GI B-CLASS Pipe, Handle Cover : TPEE injection moulded, SEAT REST: LLDP Plastic, PIPE CAP : Nylon 66 injection moulded, BEARING HOUSING AND PIN : SEAMELESS Pipe & Round Bar, BEARING: PERMANANT SEALED OF REPUTED MAKE (FAG/SKF), NUT BOLTS CAP : Nylon 66 injection moulded, NUT BOLTS : HIGH TENSILE STEEL, GALVANISED NUT BOLTS, POWDER COAT : DONE BY PURE POLYURETANE POWDER WITH 70-80 MICRON THICKNESS AS PER ENGINEER INCHARGE OF THE WORK | Nos | 180000.0 | 180000.0 | 2.0 | False | None | None | False | None | False | 360000.0 | 0 | | 2412723 | 72203 | None | code34 | SUPPLYING AND FIXING OF FUN ROVER OF SAFE AEA : 2.5MTR X 1.5MTR, MAIN FRAME : 80 NB GI B-Class Pipe, SEAT FRAME:80 NB GI B-CLASS Pipe, HANDLE FRAME: 32NB GI B- CLASS PIPE, SEAT: LLDP Plastic, PIPE CAP : Nylon 66 injection moulded, BEARING CAP : Nylon 66 injection moulded, BEARING HOUSING AND PIN : SEAMELESS Pipe & Round Bar, NUT BOLTS CAP : Nylon 66 injection moulded, BEARING: PERMANANT SEALED OF REPUTED MAKE (FAG/SKF), NUT BOLTS : HIGH TENSILE STEEL, GALVANISED NUT BOLTS, POWDER COAT : DONE BY PURE POLYURETANE POWDER WITH 70-80 MICRON THICKNESS AS PER ENGINEER INCHARGE OF THE WORK | Nos | 62000.0 | 62000.0 | 2.0 | False | None | None | False | None | False | 124000.0 | 0 | | 2412724 | 72203 | None | code35 | SUPPLYING AND FIXING OF FUN RIDER OF SAFE AEA : 2.5MTR X 1.5MTR, MAIN FRAME : 80 NB GI B-Class Pipe, SEAT FRAME:80 NB GI B-CLASS Pipe, HANDLE FRAME: 32NB GI B- CLASS PIPE, SEAT: LLDP Plastic, PIPE CAP : Nylon 66 injection moulded, BEARING CAP : Nylon 66 injection moulded, BEARING HOUSING AND PIN : SEAMELESS Pipe & Round Bar, NUT BOLTS CAP : Nylon 66 injection moulded, BEARING: PERMANANT SEALED OF REPUTED MAKE (FAG/SKF), NUT BOLTS : HIGH TENSILE STEEL, GALVANISED NUT BOLTS, POWDER COAT : DONE BY PURE POLYURETANE POWDER WITH 70-80 MICRON THICKNESS AS PER ENGINEER INCHARGE OF THE WORK | Nos | 150000.0 | 150000.0 | 2.0 | False | None | None | False | None | False | 300000.0 | 0 | | 2412725 | 72203 | None | code36 | SUPPLYING AND FIXING OF STEP TRAINER OF SAFE AEA : 3MTR X 1.5MTR, MAIN FRAME : 100 NB GI B-Class Pipe, BOTTOM FRAME:40 NB GI B-CLASS Pipe, HANDLE FRAME: 32NB &15 NB GI B- CLASS PIPE, Handle cover: TPEE injection moulded, FOOTREST: LLDP Plastic, PIPE CAP : Nylon 66 injection moulded, BEARING CAP : Nylon 66 injection moulded, BEARING HOUSING AND PIN : SEAMELESS Pipe & Round Bar, NUT BOLTS CAP : Nylon 66 injection moulded, BEARINGS: PERMANANT SEALED OF REPUTED MAKE (FAG/SKF), NUT BOLTS : HIGH TENSILE STEEL, GALVANISED NUT BOLTS, POWDER COAT : DONE BY PURE POLYURETANE POWDER WITH 70-80 MICRON THICKNESS AS PER ENGINEER INCHARGE OF THE WORK | Nos | 181500.0 | 181500.0 | 2.0 | False | None | None | False | None | False | 363000.0 | 0 | | 2412726 | 72203 | None | code37 | SUPPLYING AND FIXING OF ROLLING BARREL DOUBLE OF SAFE AEA : 2.8MTR X 1.5MTR OF CENTRE PIPE: 100 NB GI B-Class Pipe, SEAT FRAME : 32 NB GI B-Class Pipe, BACK REST: LLDP Plastic, SEAT REST: LLDP Plastic, FOOT REST: LLDP Plastic, PIPE CAP : Nylon 66 injection moulded, BEARING CAP : Nylon 66 injection moulded, BEARING HOUSING AND PIN : SEAMELESS Pipe & Round Bar, BEARING: PERMANANT SEALED OF REPUTED MAKE (FAG/SKF), NUT BOLTS CAP : Nylon 66 injection moulded, NUT BOLTS : HIGH TENSILE STEEL, GALVANISED NUT BOLTS, POWDER COAT : DONE BY PURE POLYURETANE POWDER WITH 70-80 MICRON THICKNESS AS PER ENGINEER INCHARGE OF THE WORK | Nos | 144000.0 | 144000.0 | 2.0 | False | None | None | False | None | False | 288000.0 | 0 |
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