| 1710067046000 | 0 | None | None | Other Works | Providing External Water Supply, RCC Drain and CC Road for Construction of 346 Houses for the Slum Dwellers at Byatarayanapura Assembly Constituency, Bangalore city Under PMAY-HFA | 17289652.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2979081 | 98799 | None | code01 | Sinking of BoreWell & Raising main : Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner orSchlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test ( I.No.12.4, P.No.140, of PWD Common Schedule of Rates: 2023-24 Volume 5) | Nos | 5816.8 | 5816.8 | 1.0 | False | None | None | False | None | False | 5816.8 | 0 | | 2979082 | 98799 | None | code02 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) 0.00 Upto 50.00 Mtrs | m | 407.0 | 407.0 | 50.0 | False | None | None | False | None | False | 20350.0 | 0 | | 2979083 | 98799 | None | code03 | Above 50.00 to Upto 100.00 Mtrs | m | 510.4 | 510.4 | 50.0 | False | None | None | False | None | False | 25520.0 | 0 | | 2979084 | 98799 | None | code04 | Above 100.00 to Upto 150.00 Mtrs | m | 542.3 | 542.3 | 50.0 | False | None | None | False | None | False | 27115.0 | 0 | | 2979085 | 98799 | None | code05 | Above 150.00 to Upto 200.00 Mtrs | m | 629.2 | 629.2 | 50.0 | False | None | None | False | None | False | 31460.0 | 0 | | 2979086 | 98799 | None | code06 | Above 200.00 to Upto 250.00 Mtrs | m | 738.1 | 738.1 | 50.0 | False | None | None | False | None | False | 36905.0 | 0 | | 2979087 | 98799 | None | code07 | Above 250.00 to Upto 300.00 Mtrs | m | 814.0 | 814.0 | 50.0 | False | None | None | False | None | False | 40700.0 | 0 | | 2979088 | 98799 | None | code08 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. | m | 2126.3 | 2126.3 | 36.0 | False | None | None | False | None | False | 76546.8 | 0 | | 2979089 | 98799 | None | code09 | providing and laying at site of work MS casing caps as per IS 1239 (part II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and olars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge | Nos | 180.4 | 180.4 | 1.0 | False | None | None | False | None | False | 180.4 | 0 | | 2979090 | 98799 | None | code10 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.10 kg/m 160mm Dia | m | 1214.4 | 1214.4 | 18.0 | False | None | None | False | None | False | 21859.2 | 0 | | 2979091 | 98799 | None | code11 | 13.11 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. 20.00 HP - 135 LPM @ 350 m = 25 STG Outlet Dia - 2.00"complete page no | No | 89199.0 | 89199.0 | 1.0 | False | None | None | False | None | False | 89199.0 | 0 | | 2979092 | 98799 | None | code12 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x6 Sqm. | m | 203.5 | 203.5 | 610.0 | False | None | None | False | None | False | 124135.0 | 0 | | 2979093 | 98799 | None | code13 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments. Size: 50mm Dia | No | 1375.0 | 1375.0 | 4.0 | False | None | None | False | None | False | 5500.0 | 0 | | 2979094 | 98799 | None | code14 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments as per specifications.Size: 50mm Dia | Nos | 1402.5 | 1402.5 | 4.0 | False | None | None | False | None | False | 5610.0 | 0 | | 2979095 | 98799 | None | code15 | Supply and delivery of galvanized mild steel tubes of 6mtr standardlength heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar andother end fitted with protective cover | Each | 3355.0 | 3355.0 | 48.0 | False | None | None | False | None | False | 161040.0 | 0 | | 2979096 | 98799 | None | code16 | 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. | Sq CM | 0.38 | 0.38 | 21750.0 | False | None | None | False | None | False | 8265.0 | 0 | | 2979097 | 98799 | None | code17 | Earthing:Supplying, fixing, wiring earth electrode for grounding conducts, I.C. cutouts and other equipments on the meter board using 40mm dia 2.9 mm thick GI pipe 2.5M long buried in a pit. The pit should be filled with equal proportion of salt and charcoal 150 mm alround the pipe to complete depth. the connection from the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3 of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc. The pipe shall have 16 through holes of 12 mm dia. | Job | 4125.0 | 4125.0 | 1.0 | False | None | None | False | None | False | 4125.0 | 0 | | 2979098 | 98799 | None | code18 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter - Outdoor type 6 to 15 HP pumps | Each | 19250.0 | 19250.0 | 1.0 | False | None | None | False | None | False | 19250.0 | 0 | | 2979099 | 98799 | None | code19 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. | Kvar | 605.0 | 605.0 | 5.0 | False | None | None | False | None | False | 3025.0 | 0 | | 2979100 | 98799 | None | code20 | Fixing a shunt capacitor of upto 5 kVAR capacity with necessary clA, bolts, and nuts on existing wooden or metal board including banking of more than one capacitor. | Per KVAR | 154.0 | 154.0 | 1.0 | False | None | None | False | None | False | 154.0 | 0 | | 2979101 | 98799 | None | code21 | Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228 or 1978 and its latest amendments and with ISI Mark of 6 or 10 or 16 or 20 or 25 or 40 Amps with scalable box. | Per 3 Poles | 1265.0 | 1265.0 | 1.0 | False | None | None | False | None | False | 1265.0 | 0 | | 2979102 | 98799 | None | code22 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. | Job | 7150.0 | 7150.0 | 1.0 | False | None | None | False | None | False | 7150.0 | 0 | | 2979103 | 98799 | None | code23 | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. | Job | 1595.0 | 1595.0 | 1.0 | False | None | None | False | None | False | 1595.0 | 0 | | 2979104 | 98799 | None | code24 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. | m | 148.5 | 148.5 | 20.0 | False | None | None | False | None | False | 2970.0 | 0 | | 2979105 | 98799 | None | code25 | Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. | m | 93.5 | 93.5 | 5.0 | False | None | None | False | None | False | 467.5 | 0 | | 2979106 | 98799 | None | code26 | Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work.3.5 x 16 sqmm | m | 297.0 | 297.0 | 25.0 | False | None | None | False | None | False | 7425.0 | 0 | | 2979107 | 98799 | None | code27 | Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. 3.5x10 Sqmm (I.No.44.2, P.No.164, | Each | 495.0 | 495.0 | 1.0 | False | None | None | False | None | False | 495.0 | 0 | | 2979108 | 98799 | None | code28 | Supplying & fixing of Porcelain fuse channel with cut out onexisting wooden/panel using necessary nuts, bolts and washers.32A. | Each | 241.0 | 241.0 | 3.0 | False | None | None | False | None | False | 723.0 | 0 | | 2979109 | 98799 | None | code29 | 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 Electric SR 2023-24 volume-6- Item no.5.35 Pg no.19) | Each | 5705.0 | 5705.0 | 1.0 | False | None | None | False | None | False | 5705.0 | 0 | | 2979110 | 98799 | None | code30 | Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N. F. screws..( | Sq CM | 0.35 | 0.35 | 6750.0 | False | None | None | False | None | False | 2362.5 | 0 | | 2979111 | 98799 | None | code31 | Supply and delivery at site Accessories for Single Phase pumpset like SS Groove Nipples,SS Studs & Nuts,Screw Clips &water proof Insulation Tape etc complete with ISI mark. | Set | 4950.0 | 4950.0 | 1.0 | False | None | None | False | None | False | 4950.0 | 0 | | 2979112 | 98799 | None | code32 | Earth work excavation for pipelines/cables by Manual means upto 600 mmtrench width, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, removal of stumps andother deleterious matter, including dressing of excavated surfaces,disposingoff or leveling the excavated earth or sorting & stacking the selected earth forreuse in a radius of 50 m. Filling available excavated earth (excluding rock)in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering and liftupto 1.5 m including cost of labour, tools, usage& other appurtenances requiredto complete the work. | Cum | 532.4 | 532.4 | 1.2 | False | None | None | False | None | False | 638.88 | 0 | | 2979113 | 98799 | None | code33 | Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. | Each | 5270.1 | 5270.1 | 2.0 | False | None | None | False | None | False | 10540.2 | 0 | | 2979114 | 98799 | None | code34 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. 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 and lift
upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.1.6.1 In all kinds of soils. Depth upto 1.50m | Cum | 532.4 | 532.4 | 101.25 | False | None | None | False | None | False | 53905.5 | 0 | | 2979115 | 98799 | None | code35 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE Grade PE80-PN8.0,63mm dia | m | 240.9 | 240.9 | 200.0 | False | None | None | False | None | False | 48180.0 | 0 | | 2979116 | 98799 | None | code36 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 176.0 | 176.0 | 101.25 | False | None | None | False | None | False | 17820.0 | 0 | | 2979117 | 98799 | None | code37 | Providing and fixing brass bib cock of approved quality : 20 mm nominal bore | Each | 335.5 | 335.5 | 5.0 | False | None | None | False | None | False | 1677.5 | 0 | | 2979118 | 98799 | None | code38 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC | m | 416.9 | 416.9 | 15.0 | False | None | None | False | None | False | 6253.5 | 0 | | 2979119 | 98799 | None | code39 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 32mm nominal Dia pipes. | m | 612.7 | 612.7 | 100.0 | False | None | None | False | None | False | 61270.0 | 0 | | 2979120 | 98799 | None | code40 | 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 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m | Cum | 112.2 | 112.2 | 1776.32 | False | None | None | False | None | False | 199303.104 | 0 | | 2979121 | 98799 | None | code41 | 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 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6230.4 | 6230.4 | 120.76 | False | None | None | False | None | False | 752383.104 | 0 | | 2979122 | 98799 | None | code42 | 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 | Cum | 7303.06 | 7303.06 | 126.88 | False | None | None | False | None | False | 926612.2528 | 0 | | 2979123 | 98799 | None | code43 | 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 | Cum | 9389.66 | 9389.66 | 87.4 | False | None | None | False | None | False | 820656.284 | 0 | | 2979124 | 98799 | None | code44 | 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. h.All other type of structures | Tonne | 86912.1 | 86912.1 | 11.7854 | False | None | None | False | None | False | 1024293.86334 | 0 | | 2979125 | 98799 | None | code45 | Providing and laying 100mm thick pre-cast cover slabs over drains &Rain pit of width not exceeding 800 mm using M20 concrete reinforcedwith Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. | Sqm | 1020.8 | 1020.8 | 972.4 | False | None | None | False | None | False | 992625.92 | 0 | | 2979126 | 98799 | None | code46 | Dismantling of cement concrete pavement by mechanical meansusing pneumatic tools, breaking to pieces not exceeding 0.02 m3in volume and stock piling at designated locations and disposal ofdismantled materials and stacking serviceable and unserviceablematerials separately | Cum | 619.3 | 619.3 | 1332.84 | False | None | None | False | None | False | 825427.812 | 0 | | 2979127 | 98799 | None | code47 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/ Kankar/Moorum. (Tipper 18 m3) | Cum | 95.7 | 95.7 | 3212.144 | False | None | None | False | None | False | 307402.1808 | 0 | | 2979128 | 98799 | None | code48 | Taking output 18 t load and lead 10 km, 180 t.km | T.Km | 8.8 | 8.8 | 32121.44 | False | None | None | False | None | False | 282668.672 | 0 | | 2979129 | 98799 | None | code49 | Providing, laying, spreading and compacting graded stone aggregate towet 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 Grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2814.9 | 2814.9 | 856.16 | False | None | None | False | None | False | 2410004.784 | 0 | | 2979130 | 98799 | None | code50 | Construction of un-reinforced plain cement concrete pavementusing RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90kg/m3 (75:25 proportion) as per approved mix design procedureand thickness as per design, over a prepared sub base. Thesuperplastisiser confirming to IS 9103-1999 Reaffirmed-2008,Coarse aggregates and Fine aggregate confirming to IS:383-2016,transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the form work). Spreadingthe concrete with shovels, rackers and compacted using needle,suitable plate vibrator and finished in a continuous operationincluding provision of separation membrane and Hessian clothfinishing to lines and grades complete including cost of allmaterials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cuttingshall be paid seperately | Cum | 7451.4 | 7451.4 | 1044.25 | False | None | None | False | None | False | 7781124.45 | 0 | | 2979131 | 98799 | None | code51 | BESCOM Deposit (This item not included GST amount and Bescom deposit payment based on Bescom payment vochers, receipts, Challens). | LS | 25000.0 | 25000.0 | 1.0 | False | None | None | False | None | False | 25000.0 | 0 |
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