| 1726654535000 | 0 | None | None | Other Works | Development of Road (CC Road, Drain, Bridge Construction and Installation of Street Light) from Kudligi Sandur State Highway to Gulelakkamma Temple in Kudligi Town Panchayat Limits | 21175432.67 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4022508 | 155936 | None | KDL001 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer (PWD Common Sr- 2023-24. Vol-3, Itm Code 2.5 (ii a) P No 9 ) | Sqm | 412.65 | 412.65 | 43.2 | False | None | None | False | None | False | 17826.48 | 0 | | 4022509 | 155936 | None | KDL002 | Scarifying: Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (PWD Common Sr- 2023-24. Vol-3, Itm Code 3.5 P No 17 ) | Sqm | 6.3 | 6.3 | 962.5 | False | None | None | False | None | False | 6063.75 | 0 | | 4022510 | 155936 | None | KDL003 | Earth work excavation: Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Common 2023-2024 PWD SR (Vol-1) Item No. 1.14.1, P.No-8) | Cum | 107.1 | 107.1 | 3107.37 | False | None | None | False | None | False | 332799.327 | 0 | | 4022511 | 155936 | None | KDL004 | Removal of Unserviceable: Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (PWD Common Sr- 2023-24. Vol-3, Itm Code 3.1 P No 17 ) | 17 Sets | 89.25 | 89.25 | 1790.25 | False | None | None | False | None | False | 159779.8125 | 0 | | 4022512 | 155936 | None | KDL005 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction (PWD Common Sr- 2023-24. Vol-3 Itm Code 3.7 P No 17 ) | Cum | 110.25 | 110.25 | 895.13 | False | None | None | False | None | False | 98688.0825 | 0 | | 4022513 | 155936 | None | KDL006 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (PWD Common Sr- 2023-24. Vol-1 . Page no:7. Item No: 1.8) | Cum | 497.7 | 497.7 | 1936.0 | False | None | None | False | None | False | 963547.2 | 0 | | 4022514 | 155936 | None | KDL007 | By Mix in place Method 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 By Plant Mix Method (PWD Common 2023-2024 PWD SR (Vol-3) Item No. 4.1 (v), P.No-23) | Cum | 2611.35 | 2611.35 | 1193.5 | False | None | None | False | None | False | 3116646.225 | 0 | | 4022515 | 155936 | None | KDL008 | 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 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 . (PWD Common 2023-2024 PWD SR (Vol-3) Item No. 16.28, P.No-149) | Cum | 7091.7 | 7091.7 | 1193.5 | False | None | None | False | None | False | 8463943.95 | 0 | | 4022516 | 155936 | None | KDL009 | Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (PWD Common Sr- 2023-24. Vol-3, Itm Code 3.6, P No 17) | Cum | 517.65 | 517.65 | 976.5 | False | None | None | False | None | False | 505485.225 | 0 | | 4022517 | 155936 | None | KDL010 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. (PWD Common Sr- 2023-24. Vol-5, Itm Code 16.28.1, P No 198) | Each | 8577.45 | 8577.45 | 33.0 | False | None | None | False | None | False | 283055.85 | 0 | | 4022518 | 155936 | None | KDL011 | Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.(PWD Common Sr 2023-24. Vol-3 . Page no:65. Item No: 8.8) | Sqm | 10187.1 | 10187.1 | 1.0 | False | None | None | False | None | False | 10187.1 | 0 | | 4022519 | 155936 | None | KDL012 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD Common Sr- 2023-24. Vol-1. Page no: 15,Item No: 2.1.3) | Cum | 6288.45 | 6288.45 | 164.91 | False | None | None | False | None | False | 1037028.2895 | 0 | | 4022520 | 155936 | None | KDL013 | Supplying, fitting and placing TMtr 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. All other type of structures Vol-1, Item No.- 2.11h, Page No.- 18 | Tonne | 82961.55 | 82961.55 | 14.04 | False | None | None | False | None | False | 1164780.162 | 0 | | 4022521 | 155936 | None | KDL014 | Providing and laying in position 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Page no:16 item no:2.4.2) Vol-1 | Cum | 6639.15 | 6639.15 | 407.45 | False | None | None | False | None | False | 2705121.6675 | 0 | | 4022522 | 155936 | None | KDL015 | Providing Formwork, Centering & Scaffolding 35% Percentage on finished rate of concrete per m3: (Page no:16 item no:2.4.2) Vol-1 for Formwork, Centering & Scaffolding | Cum | 2323.7 | 2323.7 | 407.45 | False | None | None | False | None | False | 946791.565 | 0 | | 4022523 | 155936 | None | KDL016 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works 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.(Page No.7, Item No. 1.9) Vol-1 | Cum | 279.3 | 279.3 | 261.84 | False | None | None | False | None | False | 73131.912 | 0 | | 4022524 | 155936 | None | KDL017 | Providing and laying in position 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Page no:16 item no:2.4.3) Vol-1 | Cum | 6652.8 | 6652.8 | 3.0 | False | None | None | False | None | False | 19958.4 | 0 | | 4022525 | 155936 | None | KDL018 | Providing Formwork, Centering & Scaffolding 35% Percentage on finished rate of concrete per m3: (Page no:16 item no:2.4.3) Vol-1 for Formwork, Centering & Scaffolding | Cum | 2328.48 | 2328.48 | 3.0 | False | None | None | False | None | False | 6985.44 | 0 | | 4022526 | 155936 | None | KDL019 | Fabricating, supplying and erection of . ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for . m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom . mm , top . mm with 3 mm thick, suitable base plate and 4Nos of.long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended. 9m - Top 75 mm and Bottom 165 mm dia. (PWD ELE SR 2023-24 Page No 12 no 4.4.7). | Each | 21525.0 | 21525.0 | 20.0 | False | None | None | False | None | False | 430500.0 | 0 | | 4022527 | 155936 | None | KDL020 | Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable to out door luminaries and mounted on Octogonal pole using necessery bolts,nuts etc., complete as per technical data. (43/5.18)Single Arm Bracket with 2000 mm Standard 40/50 mm dia( PWD ELE SR 2023-24 Page No 13 no 4.6.3) | Each | 2730.0 | 2730.0 | 20.0 | False | None | None | False | None | False | 54600.0 | 0 | | 4022528 | 155936 | None | KDL021 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT Greater than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 and LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency greater than1301m/w, nominal CRI greater than 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned. LED Streetlight 70W (PWD ELE SR 2023-24 Page No 46. I no 11.8.3 ) | Each | 6291.6 | 6291.6 | 20.0 | False | None | None | False | None | False | 125832.0 | 0 | | 4022529 | 155936 | None | KDL022 | Fixing halogen/metal hallide/SVL/IL/LED flood light fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. (114/17.5) 9PWD ELE SR 2023-24 Page No 56. I no13.5) | Each | 170.1 | 170.1 | 20.0 | False | None | None | False | None | False | 3402.0 | 0 | | 4022530 | 155936 | None | KDL023 | 1.1 kV, LT Aerial Bunched Cable, XLPE insulation confirming to IS-14255: 1995, 3x16 + 1x25 + 1x16 Sqmm Street light (Insulated Messenger cum Neutral)( ESCOMs SR 2023-24, Page No 18. Ino 42.08) | Km | 114205.35 | 114205.35 | 1.5 | False | None | None | False | None | False | 171308.025 | 0 | | 4022531 | 155936 | None | KDL024 | Accessories for ABC Cables as per NF-33, as per IS-13573 for Joints & Terminations Suspension Clamp suitable for insulated Messsenger wire of size 25 to 95 Sqmm ( ESCOMs SR 2023-24, Page No 18. Ino 43.01) | Nos | 372.75 | 372.75 | 40.0 | False | None | None | False | None | False | 14910.0 | 0 | | 4022532 | 155936 | None | KDL025 | LABOUR for Aerial Bunched Conductor & Accessories Stringing of 1.1 kV grade Aerial Bunched 3 Core cable of XLPE insulation of size (3x95) (Phase Conductor) + (1x70)
(Insulated Messenger Neutral) + (1x16) (Street Light Control)
(ESCOMs SR 2023-24, Page No 53. I no 24.03 ) | Km | 34764.45 | 34764.45 | 1.5 | False | None | None | False | None | False | 52146.675 | 0 | | 4022533 | 155936 | None | KDL026 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS-694:2010. 4C x 2.5 mm2, (PWD ELE SR 2023-24 Page No 6. I no 2.5.9) | Mtr | 155.4 | 155.4 | 250.0 | False | None | None | False | None | False | 38850.0 | 0 | | 4022534 | 155936 | None | KDL027 | Providing and fixing perforated 50 mm dia. GI pipes A class in drilled holes for drainage including cost of all materials, machinery, labour, making perforations, providing flap valve and jointing etc.,complete with all leads and lifts. (For Dam and Allied works) GI Pipe 50 mm Dia. (KPCL SR 2023-24 Page No 176. I no 9). | Mtr | 570.15 | 570.15 | 100.0 | False | None | None | False | None | False | 57015.0 | 0 | | 4022535 | 155936 | None | KDL028 | Fabricating supplying and mounting MS box made out .SWG suitable for floor/wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 14 SWG. ( PWD ELE SR 2023-24 Page No 20. I no 5.42.1) | Sq CM | 0.53 | 0.53 | 100000.0 | False | None | None | False | None | False | 53000.0 | 0 | | 4022536 | 155936 | None | KDL029 | Supplying and fixing angle iron frame work fabricated out of M.S angle iron … and M.S. flat …. With bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint ( 32.9a) 40x40x6 mm (PWD ELE SR 2023-24 Page No 20. I no 5.41.1) | Rmtr | 325.25 | 325.25 | 25.0 | False | None | None | False | None | False | 8131.25 | 0 | | 4022537 | 155936 | None | KDL030 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. ( PWD ELE SR 2023-24 Page No 19. I no 5.38) | Each | 540.75 | 540.75 | 10.0 | False | None | None | False | None | False | 5407.5 | 0 | | 4022538 | 155936 | None | KDL031 | Supplying anf fixing of 4 pole power contractor with No / NC contacts on existing wood / panel board using necessary bolts, nuts, washers and wirng etc., complete with AC-3 rating and as per IS -13947. 65 A (PWD ELE SR 2023-24 Page No 16. I no 5.14.5) | Each | 10648.05 | 10648.05 | 4.0 | False | None | None | False | None | False | 42592.2 | 0 | | 4022539 | 155936 | None | KDL032 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials, and C Type curve, indicator ON/OFF, energy cross-3 with short circuit breaking capacity of 10 K and complete wiring as required confirming to IEC 60898. 50-63 A TPN (PWD ELE SR 2023-24. Page No 18 I no 5.18.9) | Each | 3242.4 | 3242.4 | 5.0 | False | None | None | False | None | False | 16212.0 | 0 | | 4022540 | 155936 | None | KDL033 | Supplying and fixing of 63 Amps Porcelain fuse channel with cut out on existing wooden / panel using necessary nuts, bolts, and washer etc., complete. 63 Amps (PWD ELE SR 2023-24 Page No 14. I no 5.7.3) | Each | 421.05 | 421.05 | 10.0 | False | None | None | False | None | False | 4210.5 | 0 | | 4022541 | 155936 | None | KDL034 | Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. (PWD ELE SR 2023-24 Page No 21 I no 5.48) | Each | 5085.15 | 5085.15 | 4.0 | False | None | None | False | None | False | 20340.6 | 0 | | 4022542 | 155936 | None | KDL035 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5 sqmm (PWD ELE SR 2023-24 Page No 5. I no 2.3.3). | Mtr | 44.1 | 44.1 | 250.0 | False | None | None | False | None | False | 11025.0 | 0 | | 4022543 | 155936 | None | KDL036 | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter. (PWD ELE SR 2023-24 Page No 19 I no 5.35) | Each | 5990.25 | 5990.25 | 3.0 | False | None | None | False | None | False | 17970.75 | 0 | | 4022544 | 155936 | None | KDL037 | Supplying fixing andwiring earth electrode for groundingof lifts, transformers, DGsetsetc. using 40mmdia2.9mm thick2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a C C chamber of 400x400x400mmwith a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts.(PWD ELE SR 2023-24 Page No 54 I no 12.57) | Nos | 4468.8 | 4468.8 | 5.0 | False | None | None | False | None | False | 22344.0 | 0 | | 4022545 | 155936 | None | KDL038 | GI/Copper strips for grounding connections, using necessary fixing materials as required. 25 x 6 mm GI strip ( PWD ELE SR 2023-24 Page No 54 I no 12.58.3) | Mtr | 134.4 | 134.4 | 25.0 | False | None | None | False | None | False | 3360.0 | 0 | | 4022546 | 155936 | None | KDL039 | Open Conduit System : Supplying heavy gauge PVC conduit pipe . dia . mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 40 mm dia 2.5 mm thick (PWD ELE SR 2023-24 Page No 2 I no 1.1.4) | Mtr | 156.45 | 156.45 | 100.0 | False | None | None | False | None | False | 15645.0 | 0 | | 4022547 | 155936 | None | KDL040 | 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 (PWD Vol I Commom SR 2023-24 Page No 5 I no 1.4.1) | Cum | 254.1 | 254.1 | 13.5 | False | None | None | False | None | False | 3430.35 | 0 | | 4022548 | 155936 | None | KDL041 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse.aggregates 2.1.1 Mix 1:4:8 Using 40 mm (PWD Vol I Commom SR 2023-24 Page No 15 I no 2.1.2) | Cum | 5947.2 | 5947.2 | 1.69 | False | None | None | False | None | False | 10050.768 | 0 | | 4022549 | 155936 | None | KDL042 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using le vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (PWD Vol I Commom SR 2023-24 Page No 15 I no 2.2.1) | Cum | 6915.7 | 6915.7 | 11.76 | False | None | None | False | None | False | 81328.632 | 0 |
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