| 1724224535000 | 0 | None | None | Water supply/sewage lines | Drilling of borewell, installing a motor pump,construction of jalakumbh and lying of pipeline at ward No 02 Siddharth Nagar in Ghatakamble Galli TMC Limit. | 419870.42 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3825342 | 145672 | None | 001 | 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 or Schlumbergers’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. CSR 2023-24 Volume V (P No: 140 I.No: 12.4)
| Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 3825343 | 145672 | None | 002 | 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 ) Borewell depth of 0 to 50 m CSR 2023-24 Volume V (P No: 139 I.No: 12.1.1)
| Mtr | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | | 3825344 | 145672 | None | 003 | 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 ) Borewell depth of 50 to 100 m CSR 2023-24 Volume V (P No: 139 I.No: 12.1.2)
| Mtr | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | | 3825345 | 145672 | None | 004 | 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 ) Borewell depth of 100 to 150 m CSR 2023-24 Volume V (P No: 139 I.No: 12.1.3)
| Mtr | 517.65 | 517.65 | 50.0 | False | None | None | False | None | False | 25882.5 | 0 | | 3825346 | 145672 | None | 005 | 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. CSR 2023-24 Volume V (P No: 143 I.No: 12.32)
| Mtr | 2029.65 | 2029.65 | 8.0 | False | None | None | False | None | False | 16237.2 | 0 | | 3825347 | 145672 | None | 006 | Providing and fixing MS casing collars 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 colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments. CSR 2023-24 Volume V (P No: 143 I.No: 12.33)
| Each | 157.5 | 157.5 | 1.0 | False | None | None | False | None | False | 157.5 | 0 | | 3825348 | 145672 | None | 007 | 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 colars 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. CSR 2023-24 Volume V (P No: 143 I.No: 12.34)
| Each | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | | 3825349 | 145672 | None | 008 | Providing, supplying to work site, 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, as per necessary amendments and instructions of engineer in charge of work. TARO ,Texmo, V.Gaurd ,ATALANTA, SUGUNA, CRI, KIRLOSKAR and Other Equivaluent Pumps For 3.00 HP - 90 LPM @ 66 m = 10 STG Outlet Dia - 2.00" CSR 2023-24 Volume V (P No: 151 I.No: 13.11.5
| Each | 29518.65 | 29518.65 | 1.0 | False | None | None | False | None | False | 29518.65 | 0 | | 3825350 | 145672 | None | 009 | 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. 1x3x2.5 m2 CSR 2023-24 Volume V (P No: 154 I.No: 13.22.2)
| Mtr | 89.25 | 89.25 | 155.0 | False | None | None | False | None | False | 13833.75 | 0 | | 3825351 | 145672 | None | 010 | Supplying, laying and jointing HDPE pipes of specified grade andconforming to IS 4984-2016 with latest ammendments and conveyingto work site including loading and unloadingat both destinations androlling and lowering into trenches, laying true to line and jointing ofpipes and specials For Grade PE80 PN 6.0 40 mmdia( MR)with ISI mark with its latest amendments. CSR 2023-24 Volume V (P No: 95 I.No: 9.1)
| Mtr | 126.0 | 126.0 | 155.0 | False | None | None | False | None | False | 19530.0 | 0 | | 3825352 | 145672 | None | 011 | Supply and delivery at site Stringing of heavy duty Naylone/PP rope with ISI etc complete suitable for Single phase Pumpsets. CSR 2023-24 Volume V (P No: 155 I.No:13.31) | Mtr | 42.0 | 42.0 | 160.0 | False | None | None | False | None | False | 6720.0 | 0 | | 3825353 | 145672 | None | 012 | Supply and delivery at site 50mm(2”) dia heavy duty CI adopter set complete suitable for UPVC Column pipes for Submersible pump sets CSR 2023-24 Volume V (P No: 155 I.No:13.29)
| Set | 1627.5 | 1627.5 | 1.0 | False | None | None | False | None | False | 1627.5 | 0 | | 3825354 | 145672 | None | 013 | 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 in charge of work. CSR 2023-24 Volume V (P No: 156 I.No:13.32)
| Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 3825355 | 145672 | None | 014 | Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments Size 63 mm CSR 2023-24 Volume V (P No: 154 I.No:13.23.1)
| Each | 436.8 | 436.8 | 1.0 | False | None | None | False | None | False | 436.8 | 0 | | 3825356 | 145672 | None | 015 | Supply and delivery at site of brand new best make gate valve as per IS778/1984 with ISI Mark and as per its latest amendments Size 50 mm CSR 2023-24 Volume V (P No: 154 I.No:13.24.1)
| Each | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 3825357 | 145672 | None | 016 | 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 Size 50 mm CSR 2023-24 Volume V (P No: 154 I.No:13.25.1)
| Each | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 3825358 | 145672 | None | 017 | 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. Electrical Protection Like single Phase preventer, under voltage over Voltage, 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 for out door 3UP to 6HP pumps CSR 2023-24 Volume V (P No: 154 & 155 I.No:13.23.2)
| Each | 10027.5 | 10027.5 | 1.0 | False | None | None | False | None | False | 10027.5 | 0 | | 3825359 | 145672 | None | 018 | 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. CSR 2023-24 Volume V (P No: 155 I.No:13.25)
| Kvar | 577.5 | 577.5 | 1.0 | False | None | None | False | None | False | 577.5 | 0 | | 3825360 | 145672 | None | 019 | Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. CSR 2023-24 Volume V (P No: 155 I.No:13.26)
| Per 3 Poles | 1207.5 | 1207.5 | 1.0 | False | None | None | False | None | False | 1207.5 | 0 | | 3825361 | 145672 | None | 020 | 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. CSR 2023-24 Volume V (P No: 156 I.No:13.24)
| Job | 1522.5 | 1522.5 | 1.0 | False | None | None | False | None | False | 1522.5 | 0 | | 3825362 | 145672 | None | 021 | 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 specifications with testing of as per instructions of engineer in charge of work 3.5x 6 sqmm.CSR 2023-24 Volume V (P No: 156 I.No:13.35.2)
| Mtr | 168.0 | 168.0 | 15.0 | False | None | None | False | None | False | 2520.0 | 0 | | 3825363 | 145672 | None | 022 | 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 in charge of work. 3.5x6 Sqm CSR 2023-24 Volume V (P No: 156 I.No:13.38.1)
| Each | 393.75 | 393.75 | 1.0 | False | None | None | False | None | False | 393.75 | 0 | | 3825364 | 145672 | None | 023 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia CSR 2023-24 Volume V (P No: 157 I.No:13.39) .
| Job | 3937.5 | 3937.5 | 1.0 | False | None | None | False | None | False | 3937.5 | 0 | | 3825365 | 145672 | None | 024 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. CSR 2023-24 Volume 2 (P No: 77 I.No:11.2) .
| Kg | 128.14 | 128.14 | 31.32 | False | None | None | False | None | False | 4013.3448 | 0 | | 3825366 | 145672 | None | 025 | For Electrical charges ( Registering ,Deposite ,bond Meter ,Test report and Bond papers
| LS | 15000.0 | 15000.0 | 1.0 | False | None | None | False | None | False | 15000.0 | 0 | | 3825367 | 145672 | None | 026 | 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. Vol-1 P.No.5/I No.1.4.1
| Cum | 195.3 | 195.3 | 1.54 | False | None | None | False | None | False | 300.762 | 0 | | 3825368 | 145672 | None | 027 | 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( M10) Using 40 mm nominal size graded crushed coarse aggregates Vol-1 P No.15/I No.2.1.3
| Cum | 5448.0 | 5448.0 | 0.77 | False | None | None | False | None | False | 4194.96 | 0 | | 3825369 | 145672 | None | 028 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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. .Vol-1 P No.16/I.No.2.3.1 (Including Form work 3%)
| Cum | 6287.84 | 6287.84 | 3.5 | False | None | None | False | None | False | 22007.44 | 0 | | 3825370 | 145672 | None | 029 | 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.All other type of structures .CSR 2023-24 Volume 1 (P No: 18 I.No:2.11 (h) )
| Tonne | 82961.55 | 82961.55 | 0.1012 | False | None | None | False | None | False | 8395.70886 | 0 | | 3825371 | 145672 | None | 030 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. SR 2023-24 Page No123 I No 13.34 (Volume-II)
| Ltr | 9.45 | 9.45 | 4000.0 | False | None | None | False | None | False | 37800.0 | 0 | | 3825372 | 145672 | None | 031 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Vol-2 P No.41 /I.No.8.1.2
| Sqm | 206.85 | 206.85 | 8.4 | False | None | None | False | None | False | 1737.54 | 0 | | 3825373 | 145672 | None | 032 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Vol-2 P No.46/I No.8.30
| Sqm | 142.8 | 142.8 | 9.0 | False | None | None | False | None | False | 1285.2 | 0 | | 3825374 | 145672 | None | 033 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe of 50mm dia. Vol-5 P No.142/I No.3.6 N020F ( Add 12% for Basic rate w.e.f 02.01.2023)
| Mtr | 576.58 | 576.58 | 4.0 | False | None | None | False | None | False | 2306.32 | 0 | | 3825375 | 145672 | None | 034 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe of 20mm dia Vol-5 P No.142/I No.3.2 N020B .( Add 12% for Basic rate w.e.f 02.01.2023)
| Mtr | 219.45 | 219.45 | 4.0 | False | None | None | False | None | False | 877.8 | 0 | | 3825376 | 145672 | None | 035 | Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any.For 20 mm dia GI collar. Vol-5 P No.143/I No.6.2 N090B Vol-5
| Each | 85.05 | 85.05 | 8.0 | False | None | None | False | None | False | 680.4 | 0 | | 3825377 | 145672 | None | 036 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for:For 50 mm dia GI elbow. Vol -5 P No.144/I No.7.6 N100F
| Each | 229.95 | 229.95 | 8.0 | False | None | None | False | None | False | 1839.6 | 0 | | 3825378 | 145672 | None | 037 | Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any.For 50 mm dia GI TEE. Vol -5 P No.145/I No.9.6 N120F
| Each | 256.2 | 256.2 | 8.0 | False | None | None | False | None | False | 2049.6 | 0 | | 3825379 | 145672 | None | 038 | Providing and fixing PTMT bib cock of approved quality and colour.15mm nominal bore, 86 mm long, weighing not less than 88 g. Vol -2 P No.118/I No.13.17.1
| Each | 155.4 | 155.4 | 8.0 | False | None | None | False | None | False | 1243.2 | 0 | | 3825380 | 145672 | None | 039 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade. Vol -3 P No.53/I No.8.3
| cm | 1.26 | 1.26 | 4000.0 | False | None | None | False | None | False | 5040.0 | 0 | | 3825381 | 145672 | None | 040 | 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. CSR. 2023-24 Vol-3 P.No.12 /I No2.19
| Cum | 591.15 | 591.15 | 10.8 | False | None | None | False | None | False | 6384.42 | 0 | | 3825382 | 145672 | None | 041 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work CSR 2023-24 Volume 3 (P No: 17 I.No: 3.1 )
| Cum | 89.25 | 89.25 | 10.8 | False | None | None | False | None | False | 963.9 | 0 | | 3825383 | 145672 | None | 042 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, caution lights,bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required ,utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m Vol -1 P No.10/I No. 1.17.1
| Cum | 203.7 | 203.7 | 54.0 | False | None | None | False | None | False | 10999.8 | 0 | | 3825384 | 145672 | None | 043 | 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. 63mm dia 6 Kg/m2 Vol-5 P No.139/I No. 12.1M150A (-7% for basic rate as per w.e.f 02.-01-2023)
| Mtr | 118.16 | 118.16 | 163.0 | False | None | None | False | None | False | 19260.08 | 0 | | 3825385 | 145672 | None | 044 | 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. Vol-1 P No.7/I No.1.10
| Cum | 128.1 | 128.1 | 54.0 | False | None | None | False | None | False | 6917.4 | 0 | | 3825386 | 145672 | None | 045 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super lasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, 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 PWD Common DSR 2023-24 Volume 1 (Page No.15,I.No. 2.3.1)
| Cum | 6804.0 | 6804.0 | 10.8 | False | None | None | False | None | False | 73483.2 | 0 |
|