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noticeInvitingTenderDTO	createdTs 1719647579231 version 8 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 19880000.00 bidValueType LUMPSUM bidValueTypeText Lumpsum tenderReceiptClose 08-08-2024 16:00:00 tenderQueryClose 22-07-2024 11:00:00 technicalBidOpen 12-08-2024 11:00:00 publishedDate 05-07-2024 18:49:38 publishedByPost KNNL_EE_DIV_MBC_GDNK publishedByUser KPE10192 - MALLAPPA bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 22-07-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson M H Totager splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08354297046 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1719647579262 version 8 createdDate None modifiedDate None tenderNumber KNNL/2024-25/LI/WORK_INDENT1124 title KADARKOPPA LIFT IRRIGATION SCHEME Survey, Investigation, Design, Supply, Installation, Testing and Commissioning of Lift Irrigation System (Head Works consisting of construction of Intake Canal, Jack well cum pump house, etc. coupled to HT Motors, Power supply including terminal bay, 110 KV Electrical Sub Station, Transmission line, Rising Main and Delivery Chamber) etc. O and M for a period of 5 years after successful commissioning of work for KADARKOPPA LIS on Turn-Key Basis. description KADARKOPPA LIFT IRRIGATION SCHEME Survey, Investigation, Design, Supply, Installation, Testing and Commissioning of Lift Irrigation System (Head Works consisting of construction of Intake Canal, Jack well cum pump house, Vertical Turbine pumps coupled to HT Motors, Power supply including terminal bay, 110 KV Electrical Sub Station, Transmission line, Rising Main and Delivery Chamber) for providing irrigation facility to suffering command from Palkimani Direct Minor to Hanumaneri distributary of GRBC covering an ICA of 8750 Ha in Mudhol, Badami and Bagalkot taluk, Bagalkot District by lifting water from Ghataprabha River near Udagatti Village including Operation and Maintenance for a period of 5 years after successful commissioning of work for KADARKOPPA LIFT IRRIGATION SCHEME on Turn-Key Basis. category WORKS categoryText Works ecv 1987929522.68 deptName Karnataka Neeravari Nigam Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 3935 locationName KNNL Division MBC Div Gaddanakeri provisionalAmount 2650000000.0 groupOverheadTotal 0.0 fileNumber 2024-25/AEE12/LOKAPUR/KADARKOPPALIS
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1719647579000 0 None None Lift Irrigation Scheme Kadararakoppa LIS Annexure 7.1 Pumping Machinery & Annexure 7.2 Pump House Lighting 376303353.49 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3408999 120435 None klisp1 Design, manufacture, supply, erection, trail running, performance testing and commissioning of vertical turbine pump of approved make conforming to IS: 1710 having specified pump output under specified operating head coupled to HT motor of adequate HP rating operating at 6.6 KV with flexible coupling, self water lubricated thrust bearings,discharge Tee with flanged end for connecting delivery pipe with all other standard accessories and safety devices and all other ancillary operations complete as per specifications, terms and conditions of contract. V T pump coupled to more than 2500 hp upto 3000 hp motor (SR Item No 7.7.4 Page No 92 of CSR 2023-24 Vol-4 (WRD-MI-KPCL)) Duty point head=126 Duty point discharge=5.0400 m3/sec Motor rating 2088.81 KW (2800 HP) x 5 ( 4 Working .1 Standby) 5 X 2800 = 14000 HP HP 22611.75 22611.75 14000.0 False None None False None False 316564500.0 0 3409000 120435 None klisp2 Providing and fixing of DI Double flanged wafer type (Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) DI Double Flanged Eccentric Butterfly Valve For PN 16.0 800mm diameter Each 740794.38 740794.38 5.0 False None None False None False 3703971.9 0 3409001 120435 None klisp3 Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances.complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For Class 300 etc. complete 800mm diameter Each 202227.1 202227.1 5.0 False None None False None False 1011135.5 0 3409002 120435 None klisp4 Supply, install, test & Commissioning Metallic dismantalling joint 830 mm Dia, PN 1.6 rating of approved make 800mm diameter Market Rate Set 216093.82 216093.82 5.0 False None None False None False 1080469.1 0 3409003 120435 None klisp5 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) delivery pipes of specified diameter and plate thickness with flanged ends wherever required and provided with 1 coat 40 micron thick zinc rich epoxy primer paint and 3 coats 100 micron thick each coat coal tar epoxy paint for inner surface and 1 coat of 40 micron thick zinc rich epoxy primer paint and 2 coats of 100 micron thick each coat coal tar epoxy paint for outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting,conveying to spot, lowering, aligning, jointing,arranging water for testing, hydraulic testing at fabrication site and after laying and jointing at specified test pressure and all other ancillary operations complete as per specifications and approved drawings. Diameter of delivery pipe : ……..mm Thickness of plate : ……mm. Note: Rate per m of pipe = Rate per tonne x Weight of pipe per m Weight of pipe per m for specified diameter and plate thickness = 0.373 x Diameter of pipe in mm x Plate (SR Item No 7.4 Page No 91 of CSR 2023-24 Vol-4 (WRD-MI-KPCL))thickness in mm / 14400 800 mm dia, 6 mm thick Rmtr 22053.65 22053.65 50.0 False None None False None False 1102682.5 0 3409004 120435 None klisp6 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded /submerged arc welded mild steel (Fe-410 grade) manifold pipe system of specified diameter and plate thickness with flanged inlets / outlets at specified locations for connecting pump delivery pipes and rising mains and provided with 1 coat of 40 micron thick zinc rich epoxy primer paint and 3 coats of 100 micron thick each coat coal tar epoxy paint for inner surface and exposed outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting, conveying to spot, lowering, aligning,jointing, arranging water for testing,hydraulic testing at fabrication site and after laying and jointing at specified test pressure and all other ancillary operations complete as per specifications and approved drawings. (excluding cost of thrust block for anchoring / encasing manifold pipe ). Diameter of manifold pipe : …….mm Thickness of plate : ……mm. Note: Rate per m of pipe= Rate per tonne x Weight of pipe per Rm Weight of pipe per m for specified diameter and plate thickness = 0.976 x Diameter of pipe in mm x Plate thickness in mm / 30000 (SR Item No 7.5 Page No 91 of CSR 2023-24 Vol-4 (WRD-MI-KPCL)) 2200 mm dia, 12 mm thick Rmtr 137875.83 137875.83 10.0 False None None False None False 1378758.3 0 3409005 120435 None klisp7 Design, fabrication, supply, erection, testing and commissioning EOT crane consisting of double girder box type construction, rail mounted end carraiges with long and cross travel arrangement, main and auxiliary hoists of specified capacity, rails, pendant control, gear boxes,electric motors, brakes, rope drums, wire ropes, sheaves, end buffer stoppers, pendant operated DSL bus bars with all accessories for main and auxiliary hoists for handling pumps and accessories inpump house including cost of all materials,machinery,labour,cutting,aligning,welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of synthetic enamel paint and all other ancillary operations complete as per specifications and approved drawings Note: 1. EOT crane Main hoist capacity = 1.25 x Maximum lifting load in tonne 2. EOT crane auxiliary hoist capacity = 10 % of main hoist 3.. Rate for EOT crane shall be based on capacity of main hoist. (SR Item No.6.38 Page No 86 of CSR 2023-24 Vol-4 (WRD-MI-KPCL) Tonne Capacity 262791.9 262791.9 20.0 False None None False None False 5255838.0 0 3409006 120435 None klisp8 Supplying, installing and commissioning electrode actuated water level transmitter of approved make with all accessoreis to protect against dry running of pump. Item No.7.13 Page No 93 of CSR 2023-24 Vol-4 (WRD-MI-KPCL) Set 240415.56 240415.56 1.0 False None None False None False 240415.56 0 3409007 120435 None klisp9 Design, fabrication, supply, assembling, testing and commissioning of HT pump panel board made of sheet metal duly painted with recess for cable entries at bottom suitable for 6.6 KV equipped with vaccum circuit breaker of suitable capacity for 3 number incoming 1600A and 8 numbers 630A outgoing of suitable capacity with aluminium bus bars of 1600 Amp metering panel, protection relays and all other accessories complete with wiring as per specifications and approved drawings. 3 numbers of complete set of HT pump panel board (6 numbers outgoing) and 2 number of complete set of Additonal VCB and fittings for bus and Auxilary supply Item No.(7.8) 7.8.1 and 7.8.2 Page No 93 of CSR 2023-24 Vol-4 (WRD-MI-KPCL) Set 8487050.88 8487050.88 1.0 False None None False None False 8487050.88 0 3409008 120435 None klisp10 Supply, installation and commissioning of soft starter for specified kW load operating at 6.6 KV with load break switch, metering, protection by-pass vaccum contactor with all accessories complete housed in painted sheet metal enclosure. Note: Rate for Soft starter set per pump = Specified kW load x Rate per 500 kW / 500 Item No.7.17 Page No 94 of CSR 2023-24 Vol-4 (WRD-MI-KPCL) Set 4782666.87 4782666.87 5.0 False None None False None False 23913334.35 0 3409009 120435 None klisp11 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. 840 KVAr Item No.13.25 Page No 155 of CSR 2023-24 Vol-5 (BWSSB,KUWSDB&RWS) Set 572418.0 572418.0 5.0 False None None False None False 2862090.0 0 3409010 120435 None klisp12 Supply and installation of floor mounting type LTAC panel of approved make fabricated from sheet metal and painted with provision for suitable incoming and specified number of outgoing feeder inlets with metering panel and all other accessories complete for auxiliary supply as per specifications. Item No.7.14 Page No 94 of CSR 2023-24 Vol-4 (WRD-MI-KPCL) Each 580050.24 580050.24 1.0 False None None False None False 580050.24 0 3409011 120435 None klisp13 Battery Set and charger: Supply and Installing of 110 V,100AH of 2 No's Plant Battery Set and 2 No's Battery's Charger including control panels, change over arrangement etc., complete along with 1 No DC distribution panel (indoor) (Market Rate) 110V,100AH Set 476047.87 476047.87 2.0 False None None False None False 952095.74 0 3409012 120435 None klisp14 Battery Set and charger: Supply and Installing of 110 V,100AH of 2 No's Plant Battery Set and 2 No's Battery's Charger including control panels, change over arrangement etc., complete along with 1 No DC distribution panel (indoor)B) BATTERY CHARGE (Market Rate) : 110 V, 100 AH (with float cum boost battery charger working on 230 V, 1 Ph AC supply as per specifications) Set 173381.88 173381.88 2.0 False None None False None False 346763.76 0 3409013 120435 None klisp15 Battery Set and charger: Supply and Installing of 110 V,100AH of 2 No's Plant Battery Set and 2 No's Battery's Charger including control panels, change over arrangement etc., complete along with 1 No DC distribution panel (indoor) C) DC distribution panel (indoor) as per technical specification comprising of earth fault indicator, indication circuit for AC mains failure, 1 no.100A SFU for I/C . 12 nos. 32A SFU for O/G Item No.11.2.3 Page No.39 of CSR 2023-24 Vol-6 KPTCL (KPTCL, ESCOMs & PWD Ele) No 64465.17 64465.17 1.0 False None None False None False 64465.17 0 3409014 120435 None klisp16 Supplying of 1.1 KV Class Armoured Aluminium / copper conductor PVC insulated, extruded inner sheathed,galvanised,steel strip with glands/lugs/ferrules Item No 32.03 Page No 40 of CSR 2023-24 Vol-6 KPTCL (KPTCL, ESCOMs & PWD Ele)1). 4 core 10 sqmm Rmtr 146.21 146.21 250.0 False None None False None False 36552.5 0 3409015 120435 None klisp17 Supplying of 1.1 KV Class Armoured Aluminium / copper conductor PVC insulated, extruded inner sheathed,galvanised,steel strip with glands/lugs/ferrules Item No 32.03 Page No 40 of CSR 2023-24 Vol-6 KPTCL (KPTCL, ESCOMs & PWD Ele) 2). 4 core 25 sqmm Rmtr 222.83 222.83 250.0 False None None False None False 55707.5 0 3409016 120435 None klisp18 Supplying of 1.1 KV Class Armoured Aluminium / copper conductor PVC insulated, extruded inner sheathed,galvanised,steel strip with glands/lugs/ferrules Item No 32.03 Page No 40 of CSR 2023-24 Vol-6 KPTCL (KPTCL, ESCOMs & PWD Ele) 3). 4 core 95 sqmm Rmtr 944.12 944.12 250.0 False None None False None False 236030.0 0 3409017 120435 None klisp19 Supplying and drawing Copper control 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 (SR Item No 13.10 Page No 40 of CSR 2023-24 Vol-6 KPTCL (KPTCL, ESCOMs & PWD Ele) 1). 4 Core 16.0 Sq.mm Cables Rmtr 693.84 693.84 350.0 False None None False None False 242844.0 0 3409018 120435 None klisp20 Supplying and drawing Copper control 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 (SR Item No 13.10 Page No 40 of CSR 2023-24 Vol-6 KPTCL (KPTCL, ESCOMs & PWD Ele) 2). 4 Core 6 Sq.mm Cables Rmtr 306.03 306.03 350.0 False None None False None False 107110.5 0 3409019 120435 None klisp21 Supplying and drawing Copper control 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 (SR Item No 13.10 Page No 40 of CSR 2023-24 Vol-6 KPTCL (KPTCL, ESCOMs & PWD Ele) 3). 2 Core 10.0 Sq.mm Cables Rmtr 250.28 250.28 350.0 False None None False None False 87598.0 0 3409020 120435 None klisp22 Supplying and drawing Copper control 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 (SR Item No 13.10 Page No 40 of CSR 2023-24 Vol-6 KPTCL (KPTCL, ESCOMs & PWD Ele) 4). 2 Core 2.5 Sq.mm Cables Rmtr 116.47 116.47 350.0 False None None False None False 40764.5 0 3409021 120435 None klisp23 Supplying and drawing Copper control 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 (SR Item No 13.10 Page No 40 of CSR 2023-24 Vol-6 KPTCL (KPTCL, ESCOMs & PWD Ele) 5). 4 Core 4 Sq.mm Cables Rmtr 219.3 219.3 350.0 False None None False None False 76755.0 0 3409022 120435 None klisp24 Supplying, laying and connecting xLPE 6.6 KV(E) 3 core cable suitable for 28 KA short circuit rating with end connecters from HT panel to motor, starters, capacitor panels etc., complete as per directions. Market Rate 16.a). From HT Panel to Soft stater & motors v3 core 240 sqmm cable with end connectors Rmtr 1714.85 1714.85 300.0 False None None False None False 514455.0 0 3409023 120435 None klisp25 Supplying, laying and connecting xLPE 6.6 KV(E) 3 core cable suitable for 28 KA short circuit rating with end connecters from HT panel to motor, starters, capacitor panels etc., complete as per directions. Market Rate 16.b). From Transformer to panel 3 core 400 sqmm cable with end connectors Rmtr 2451.57 2451.57 400.0 False None None False None False 980628.0 0 3409024 120435 None klisp26 Supplying of 1.1 KV Class Armoured Aluminium / copper conductor PVC insulated, extruded inner sheathed,galvanised,steel strip with glands/lugs/ferrules From Auxiliary transformer 6.6KV/ 433V, 160 KVA to LTAC panel 3.5 core 240 sqmm (SR Item No 32.18 Page No 13 of 81 CSR 2023-24 Vol-6 ESCOM (KPTCL, ESCOMs & PWD Ele) Rmtr 1068.84 1068.84 350.0 False None None False None False 374094.0 0 3409025 120435 None klisp27 Concealed Conduit SystemSupplying heavy gauge PVC conduit pipe 25mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary (SR Item No.1.2.2, Page 2 of 105, Common SR2023-24 Volume-6 PWD Ele m 96.64 96.64 300.0 False None None False None False 28992.0 0 3409026 120435 None klisp28 Supplying heavy gauge PVC Conduit Pipe 25mm Dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. (SR Item No.1.3.2, Page 2 of 105, Common SR2023-24 Volume-6 PWD Ele m 97.88 97.88 150.0 False None None False None False 14682.0 0 3409027 120435 None klisp29 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 1100Volts as per IS-694:1990 2C X 1.5Sq.mm (SR Item No.2.5.1, Page 6 of 105, Common SR2023-24 Volume-6 PWD Ele m 65.67 65.67 200.0 False None None False None False 13134.0 0 3409028 120435 None klisp30 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 1100Volts as per IS-694:1990 4C X 1.5Sq.mm (SR Item No.2.5.3, Page 6 of 105, Common SR2023-24 Volume-6 PWD Ele m 116.47 116.47 250.0 False None None False None False 29117.5 0 3409029 120435 None klisp31 Point wiring using Copper wire with switch.Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existingplastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch (SR Item No.2.1.1, Page 5 of 105, Common SR2023-24 Volume-6 PWD Ele Each Point 353.11 353.11 24.0 False None None False None False 8474.64 0 3409030 120435 None klisp32 Point wiring using Copper wire with switch.Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existingplastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch (SR Item No.2.1.2, Page 5 of 105, Common SR2023-24 Volume-6 PWD Ele Each Point 488.17 488.17 16.0 False None None False None False 7810.72 0 3409031 120435 None klisp33 Point wiring using Copper wire with switch.Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to out let via switch (SR Item No.2.1.3, Page 5 of 105, Common SR2023-24 Volume-6 PWD Ele Each Point 706.23 706.23 10.0 False None None False None False 7062.3 0 3409032 120435 None klisp34 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 10K and complete wiring as required confirming to IEC 60898. 6-32 Amps DP. (SR Item No.5.18.4, 17 of 105, Common SR2023-24 Volume-6 PWD Ele Each 915.62 915.62 6.0 False None None False None False 5493.72 0 3409033 120435 None klisp35 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 10K and complete wiring as required confirming to IEC 60898. 50-63Amps TPN (SR Item No.5.18.9, 18 of 105, Common SR2023-24 Volume-6 PWD Ele Each 3826.03 3826.03 4.0 False None None False None False 15304.12 0 3409034 120435 None klisp36 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. III - Double Door 4Way TP &N (SR Item No.5.19.11, Page 18 of 105, Common SR2023-24 Volume-6 PWD Ele Each 5003.08 5003.08 2.0 False None None False None False 10006.16 0 3409035 120435 None klisp37 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 12" Sweep (300mm) (SR Item No.6.2.1, Page 30 of 105, Common SR2023-24 Volume-6 PWD Ele Each 3678.59 3678.59 6.0 False None None False None False 22071.54 0 3409036 120435 None klisp38 Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire. (SR Item No.13.14, Page 57 of 105, Common SR2023-24 Volume-6 PWD Ele Each 609.59 609.59 6.0 False None None False None False 3657.54 0 3409037 120435 None klisp39 Supply of round/square recess/surface mounted rollingtype LED Down light with ........W GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated prewired to mains connector & has swiveling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI should be greater than 80. Power Input: 220-240V @ 50/60Hz & Power factor should be greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 10-12W (SR Item No.11.5.2,Page 44 of 105,Common SR 2023-24 Volume-6 PWD Ele Each 1096.51 1096.51 10.0 False None None False None False 10965.1 0 3409038 120435 None klisp40 Supplying of .....feet -PVC Batten with integrated LED tube ....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI should be greater than 80. Power Input: 220-240V@ 50/60Hz & Power factor should be greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' - 20/22 W Each 814.2 814.2 2.0 False None None False None False 1628.4 0 3409039 120435 None klisp41 Supplying of .....feet -PVC Batten with integrated LED tube ....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI should be greater than 80. Power Input: 220-240V@ 50/60Hz & Power factor should be greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' - 36/40 W (SR Item No.11.3.2 and 11.3.3,Page 43 of 105,Common SR2023-24 Volume-6 PWD Ele Each 1497.42 1497.42 2.0 False None None False None False 2994.84 0 3409040 120435 None klisp42 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. Electronic stepped regulator. (SR Item No.3.14.16, Page 10 of 105,Common SR2023-24 Volume-6 PWD Ele No 348.16 348.16 10.0 False None None False None False 3481.6 0 3409041 120435 None klisp43 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 56" Sweep (1400mm) Regular model (SR Item No.6.3.2, Page 30 of 105,Common SR2023-24 Volume-6 PWD Ele Each 3755.41 3755.41 4.0 False None None False None False 15021.64 0 3409042 120435 None klisp44 Fixing a ceiling / wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. ceiling rose of approved quality with necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. (SR Item No.13.11, Page 57 of 105,Common SR2023-24 Volume-6 PWD Ele Each 390.28 390.28 4.0 False None None False None False 1561.12 0 3409043 120435 None klisp45 Supplying and Fixing 32mm dia clampsss A G I pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole ,using suitable clamps,bolts,nuts and wiring using suitable capacity wires. (SR Item No.13.2.2, Page 56 of 105, Common SR 2023-24 Volume-6 PWD Each 1604.5 1604.5 8.0 False None None False None False 12836.0 0 3409044 120435 None klisp46 Fabricating supplying and mounting MS box made out 18SWG 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 clamps 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. (SR Item No. 5.42.3, Page 20 of 105, Common SR 2023-24 Volume-6 PWD Ele Sq CM 0.47 0.47 22000.0 False None None False None False 10340.0 0 3409045 120435 None klisp47 Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc., and fixing on existing wooden or metal box using N.F. screws. (SR Item No. 3.8, Page 9 of 105, Common SR 2023-24 Volume-6 PWD Ele Sq CM 0.51 0.51 8000.0 False None None False None False 4080.0 0 3409046 120435 None klisp48 Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654. 6Amps 3/5 Way (SR Item No.3.1.2, Page 8 of 105, Common SR 2023-24 Volume-6 PWD Ele Each 182.13 182.13 40.0 False None None False None False 7285.2 0 3409047 120435 None klisp49 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 @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT should be greater than 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire should be greater than IK08. Power Factor should be greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting 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 & 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. ED Light fixture with 40W System Power consumption. LED Efficiency should be greater than 130lm/w, nominal CRI should be 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 above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. LED Streetlight 40watts (SR Item No.11.8.2, Page 46 of 105, Common SR 2023-24 Volume-6 PWD Ele Each 4985.74 4985.74 8.0 False None None False None False 39885.92 0 3409048 120435 None klisp50 Supplying of 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975. 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) (SR Item No.32.07, Page 13 of 81, Common SR 2023-24 Volume-6 PWD Ele Km 172901.21 172901.21 0.025 False None None False None False 4322.53025 0 3409049 120435 None klisp51 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified (SR Item No.51.04 Page No 23 of 81 CSR 2023-24 Vol-6 ESCOM (KPTCL, ESCOMs & PWD Ele) Nos 2691.11 2691.11 20.0 False None None False None False 53822.2 0 3409050 120435 None klisp52 Supply, installation and commissioning of Load Break Switch with HRO fuses, CBCT and ELR in painted sheet metal enclosure with operating console complete for use along with Power Factor capacitor bank as per specifications, terms and conditions of contract. Item No.7.10 Page No 93 CSR 2023-24 Vol-4 (WRD-MI-KPCL) Set 578142.18 578142.18 5.0 False None None False None False 2890710.9 0 3409051 120435 None klisp53 Supplying, installing, testing and commissioning of Dewatering Pump, including cost of all materials, machinery, labour, etc., complete with all leads and lifts.(20 HP) Market Rate Nos 173342.0 173342.0 2.0 False None None False None False 346684.0 0 3409052 120435 None klisp54 Supplying and installing Temperature scanner suitable for operating at 110 V DC or 230 V AC mounted in a duly painted sheet metal enclosure provided with NO / NC relays for transmitting signal to VCBs for tripping with audiable alarm for both windings and bearings RTDs with all other accessories for satifactory functioning of the system etc., complete as per specifications, terms and conditions of contract.Item No.7.12 Page No 93 of CSR 2023-24 Vol-4 (WRD-MI-KPCL) Set 118299.72 118299.72 5.0 False None None False None False 591498.6 0 3409053 120435 None klisp55 Supply and installation of Auxiliary transformer 6.6 KV / 433 Volts 160 KVA copper wound, insulating oil filled with all accessories complete as per specifications..Item No.7.15 Page No 94 of CSR 2023-24 Vol-4 (WRD-MI-KPCL) Set 496095.6 496095.6 2.0 False None None False None False 992191.2 0 3409054 120435 None klisp56 Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make, body and seat ring of bronze, PN 1.6 class conforming to IS: 14845 of specified diameter with all fixtures including cost of all materials, machinery, labour etc., complete with all leads and lifts. 400 mm diameter Market Rate Set 106082.0 106082.0 5.0 False None None False None False 530410.0 0 3409055 120435 None klisp57 Supplying, fixing and commissioning of Pressure Relief Valve of pressure rating PN 1.6 as per IS 1538 (set pressure 4-5kg/cm2) including cost of all materials, labour, loading, unloading etc. and with all lead and lifts etc. complete and as directed by Engineer - In - Charge. 400 mm diameter Market Rate Set 321668.0 321668.0 1.0 False None None False None False 321668.0 0 1719647579000 0 None None Lift Irrigation Scheme Kadarakoppa LIS-Annexure 8.1 Electrical Sub Station 59598097.35 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409056 120436 None klises1 POWER TRANSFORMER : Power Transformer 2 X 11 MVA, 110/6.6 KV Delta / Star, Dynll, 3 Ph, 50Hz, Oil type OLTC Power Transformer with RTCC Panel & built in AVR, As per IS-2026 Stds with fittings & accessories and Supply of Nitrogen Injection Fire Protection System (NIFPS)(Market Rate : Universal Power) Market Rate for 11 MVA No 16789518.02 16789518.02 2.0 False None None False None False 33579036.04 0 3409057 120436 None klises2 POWER TRANSFORMER : Power Transformer 2 X 11 MVA, 110/6.6 KV Delta / Star, Dynll, 3 Ph, 50Hz, Oil type OLTC Power Transformer with RTCC Panel & built in AVR, As per IS-2026 Stds with fittings & accessories and Supply of itrogen Injection Fire Protection System (NIFPS)(Market Rate : Universal Power Supply, Erection & ommissioning of Nitrogen Injection Fire Extinguishing System for Power Transformer below 100 MVA No 1414485.77 1414485.77 2.0 False None None False None False 2828971.54 0 3409058 120436 None klises3 110 KV SF-6 Circuit Breaker 110 kV, 40 kA class, SF-6 Circuit Breaker with terminal connector suitable for Al. tube/conductor with spring/semi pneumatic/pneumatic type operating echanism and mounting structure etc., as per technical specification Item No.3.3 Page No.27 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 941642.48 941642.48 3.0 False None None False None False 2824927.44 0 3409059 120436 None klises4 110 kV Isolator 110 kV, 1250 A, 40 kA double break electrically cum manually operated isolators with solid core insulator, terminal connector suitable for Al. tube/conductor, marshalling box etc., complete as per technical specification a) Upright with Earth Switch (Live Point Height Item No.9.9.1 Page No.36 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) 4600 mm) Set 499629.23 499629.23 1.0 False None None False None False 499629.23 0 3409060 120436 None klises5 110 kV Isolator 110 kV, 1250 A, 40 kA double break electrically cum manually operated isolators with solid core insulator, terminal connector suitable for Al. tube/conductor, marshalling box etc., complete as per technical specification b) Upright without Earth Switch (Live Point Height 4600 mm) Item No.9.9..2 Page No.36 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) Set 426168.92 426168.92 4.0 False None None False None False 1704675.68 0 3409061 120436 None klises6 Metering Equipments (i) Current Transformer: Oil filled Current Transformer 0.2s class with terminal connector suitable for Al. tube/conductor with marshalling box etc., complete as per technical specification. 110 kV Class : 400-200/1-1-1 A Item No.5.2.6 Page No.31 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 195065.68 195065.68 3.0 False None None False None False 585197.04 0 3409062 120436 None klises7 Metering Equipment (ii) ETVM for metering (main and check meter) Item No.53.02 Page No.23 of 81 Common SR 2023-24 Volume-6 ESCOM ( KPTCL, ESCOMs & PWD Ele) No 24736.64 24736.64 2.0 False None None False None False 49473.28 0 3409063 120436 None klises8 ETVM meter Box Suitable for 2 ETV meters Item No.55.04 Page No.25 of 81 of Common SR 2023-24 Volume-6 ESCOM ( KPTCL, ESCOMs & PWD Ele) No 4514.92 4514.92 1.0 False None None False None False 4514.92 0 3409064 120436 None klises9 Voltage Transformer Single phase,oil filled outdoor type VT with terminal connector suitable for AI tube/conductor with marshalling box etc complete as per technical specification.110 kV/sqrt3/110 V/sqrt3-110 V/sqrt3-110 V/sqrt3 Item No.7.2 Page No.33 Common SR 2023-24 Volume-6 KPTCL(KPTCL,ESCOMs & PWD Ele) No 213055.96 213055.96 3.0 False None None False None False 639167.88 0 3409065 120436 None klises10 Protection CTs Oil filled Current Transformer 0.2s class with terminal connector suitable for Al. tube/conductor with marshalling box etc., complete as per technical specification.110 kV Class : 400-200/1-1-1 A Item No.5.2.6 Page No.31 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 195065.68 195065.68 9.0 False None None False None False 1755591.12 0 3409066 120436 None klises11 BUS PT Single phase, oil filled, outdoor type VT with terminal connector suitable for Al. tube/conductor with marshalling box etc complete as per technical specification. 110 kV/sqrt3 / 110 V/sqrt3 - 110 V/sqrt3 - 110 V/sqrt3 Item No.7.2 Page No.33 Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 213055.96 213055.96 3.0 False None None False None False 639167.88 0 3409067 120436 None klises12 96 kV Metal Oxide with surge counter Arrestor class : Discharge Class 2 (Station Low Duty (SL)) Item No.8.4 Page No.33 Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 52622.81 52622.81 9.0 False None None False None False 473605.29 0 3409068 120436 None klises13 Control & Relay Panel: a) 110 kV Panel for Overhead Line - Type 1L Item No.16.4.7 Page No.42 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 1719167.02 1719167.02 1.0 False None None False None False 1719167.02 0 3409069 120436 None klises14 Control & Relay Panel: b) 110 kV Transformer Panel - Type 1T1 Item No.16.4.10 Page No.42of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 2527230.43 2527230.43 2.0 False None None False None False 5054460.86 0 3409070 120436 None klises15 110 KV Station Structures: (i) Fabrication, galvanising and supply of High Tensile Steel tower materials 1T1 (0.986MT) = (6 x 0.986MT=5.92MT) MT 191491.18 191491.18 5.916 False None None False None False 1132861.82088 0 3409071 120436 None klises16 110 KV Station Structures: (ii) Station Structure Beam suitable for 1B1, without under hung isolator (0.521MT) = (3x0.521MT=1.56MT) Item No.18.1 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material) Sl No.ii.A Page No.246 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)( For MT ) MT 191491.17 191491.17 1.56 False None None False None False 298726.2252 0 3409072 120436 None klises17 110 KV Mounting Structures: (i) Isolators: 110 KV Isolators (0.726 * 5Nos) MT MT 191491.17 191491.17 3.63 False None None False None False 695112.9471 0 3409073 120436 None klises18 110 KV Mounting Structures: (ii) Current Transformers: For 110 KV CTs (0.146 * 12Nos) MT MT 191491.17 191491.17 1.76 False None None False None False 337024.4592 0 3409074 120436 None klises19 110 KV Mounting Structures: (iii) Voltage Transformers/ CVTs For 110 KV VT ( 0.137 * 6Nos) MT MT 191491.17 191491.17 0.82 False None None False None False 157022.7594 0 3409075 120436 None klises20 110 KV Mounting Structures: (iv)Lightning Arrester For 30 KV LAs (0.105 * 9Nos) MT MT 191491.17 191491.17 0.945 False None None False None False 180959.15565 0 3409076 120436 None klises21 110 KV Mounting Structures: (v) Pedestal Insulator For 110 kV PI (0.127 *6Nos) MT item No.18.1 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material) Sl No.ii.A Page No.246 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)( For MT ) MT 191491.17 191491.17 0.762 False None None False None False 145916.27154 0 3409077 120436 None klises22 Supply of galvanized Bolts & Nuts for above all (Station & Mounting structures) Sl No. 18.3 Page No.43 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) Sl No.ii.A Page No.246 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)( For MT ) MT 176904.42 176904.42 1.02 False None None False None False 180442.5084 0 3409078 120436 None klises23 i) Rigid bus: Aluminium Tube conforming to 6340 WP of IS- 5082/1969 (BS1600 - Sch. 40) of following sizes of 75 mm size Sl No. 36.1.2.4 Page No.56 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) m 1489.28 1489.28 200.0 False None None False None False 297856.0 0 3409079 120436 None klises24 ii) Taps: Straight taps made of 63 mm Aluminium Tube (BS-1600) of 1750 mm vertical height for vertical portion and cross bus on 110 kV side with rounded off end.Sl No. 36.2.3 Page No.56 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 4628.9 4628.9 12.0 False None None False None False 55546.8 0 3409080 120436 None klises25 iii) 7/3.15 mm G.I. Wire for ground conductor Sl No. 20.8 Page No.44 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) Main Bus/Cross Bus as above using Single Lynx Conductor Sl No. 25 Page No.122 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) per bay 1 m 109.03 109.03 100.0 False None None False None False 10903.0 0 3409081 120436 None klises26 Main bus/Cross Bus as above using single lynx conductor Sl No. 25 Page No.122 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) Per Bay 9123.99 9123.99 1.0 False None None False None False 9123.99 0 3409082 120436 None klises27 Insulators i) Solid Core Bus Post Insulator 110 kV Sl No. 21.1.3 Page No.45 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 15486.26 15486.26 6.0 False None None False None False 92917.56 0 3409083 120436 None klises28 ii) Disc Insulator 90 kN Sl No.21.2.3 Page No.45 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 734.73 734.73 6.0 False None None False None False 4408.38 0 3409084 120436 None klises29 Wedge Connector Clamps for Lynx Conductor (Post Insulators-6, SF-6 Breaker-18 (3 x 6Nos), Transformer HT Terminals-6, Isolators-6 x 5 =30, CT-12, PT-6, LA-9 etc.,) Sl No.47.8.3 Page No.70 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 1056.87 1056.87 87.0 False None None False None False 91947.69 0 3409085 120436 None klises30 Control cable: i.19 Core 2.5 Sq mm Sl No. 13.16, 13.1, 13.6 13.15, 13.8, 13.7,13.9,13.14 Page No.40 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) m 650.47 650.47 500.0 False None None False None False 325235.0 0 3409086 120436 None klises31 Control cable: ii.2 Core 2.5 Sq mm Sl No. 13.16, 13.1, 13.6 13.15, 13.8, 13.7,13.9,13.14 Page No.40 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) m 116.47 116.47 300.0 False None None False None False 34941.0 0 3409087 120436 None klises32 Control cable: iii. 4 Core 2.5 Sq mm Sl No. 13.16, 13.1, 13.6 13.15, 13.8, 13.7,13.9,13.14 Page No.40 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) m 175.94 175.94 600.0 False None None False None False 105564.0 0 3409088 120436 None klises33 Control cable: iv.14 Core 2.5 Sq mm Sl No. 13.16, 13.1, 13.6 13.15, 13.8, 13.7,13.9,13.14 Page No.40 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) m 516.66 516.66 600.0 False None None False None False 309996.0 0 3409089 120436 None klises34 Control cable: v.4 Core 6 Sq mm Sl No. 13.16, 13.1, 13.6 13.15, 13.8, 13.7,13.9,13.14 Page No.40 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) m 306.03 306.03 1400.0 False None None False None False 428442.0 0 3409090 120436 None klises35 Control cable: vi.4 Core 4 Sq mm Sl No. 13.16, 13.1, 13.6 13.15, 13.8, 13.7,13.9,13.14 Page No.40 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) m 219.3 219.3 600.0 False None None False None False 131580.0 0 3409091 120436 None klises36 Control cable: vii. 4 Core 10 Sq mm Sl No. 13.16, 13.1, 13.6 13.15, 13.8, 13.7,13.9,13.14 Page No.40 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) m 464.63 464.63 200.0 False None None False None False 92926.0 0 3409092 120436 None klises37 Control cable: viii. 10 Core 2.5 Sq mm Sl No. 13.16, 13.1, 13.6 13.15, 13.8, 13.7,13.9,13.14 Page No.40 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) m 387.81 387.81 200.0 False None None False None False 77562.0 0 3409093 120436 None klises38 Fire Fighting Equipments with necessary mounting Stands: A).Foam type extinguisher Fire Fighting Equipments with necessary mounting Stands: i.50 Litre capacity Sl No.51.1.1, 51.1.2 ,51.4, 51.5.2 , 51.7.1, 51.7.2 Page No.74 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 12528.77 12528.77 2.0 False None None False None False 25057.54 0 3409094 120436 None klises39 Fire Fighting Equipments with necessary mounting Stands: ii.9 Litre capacity Sl No.51.1.1, 51.1.2 ,51.4, 51.5.2 , 51.7.1, 51.7.2 Page No.74 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 5102.2 5102.2 2.0 False None None False None False 10204.4 0 3409095 120436 None klises40 Fire Fighting Equipments with necessary mounting Stands: B).Water Type (Gas Pressure Type) 9.0 Liters Sl No.51.1.1, 51.1.2 ,51.4, 51.5.2 , 51.7.1, 51.7.2 Page No.74 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 3101.22 3101.22 4.0 False None None False None False 12404.88 0 3409096 120436 None klises41 Fire Fighting Equipments with necessary mounting Stands: C). Carbon Dioxide Type, 4.5 Liters capacity Sl No.51.1.1, 51.1.2 ,51.4, 51.5.2 , 51.7.1, 51.7.2 Page No.74 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 10768.15 10768.15 4.0 False None None False None False 43072.6 0 3409097 120436 None klises42 Fire Fighting Equipments with necessary mounting Stands: D). Sand Type Sl No.51.1.1, 51.1.2 ,51.4, 51.5.2 , 51.7.1, 51.7.2 Page No.74 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) Fire Fighting Equipments with necessary mounting Stands: i.G.I.Bucket 9 Ltr.capacity Sl No.51.1.1, 51.1.2 ,51.4, 51.5.2 , 51.7.1, 51.7.2 Page No.74 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 747.12 747.12 12.0 False None None False None False 8965.44 0 3409098 120436 None klises43 Fire Fighting Equipments with necessary mounting Stands: ii.Steel Stands Sl No.51.1.1, 51.1.2 ,51.4, 51.5.2 , 51.7.1, 51.7.2 Page No.74 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 2926.52 2926.52 4.0 False None None False None False 11706.08 0 3409099 120436 None klises44 RCC Pole - 9 Mtr Long, 145 Kg WL (Item No 1.01 Page No..3 of 81 of Common S R 2023-24 Volume-6 ESCOMs (KPTCL,ESCOMs&PWDEle) No 10146.17 10146.17 4.0 False None None False None False 40584.68 0 3409100 120436 None klises45 POLES & HIGH MAST LIGHT Fabrication, Supplying, Erection, Testing and Commissioning of...... ms long Polygon high mast with Single/Multiple telescopic sections having, (minimum overlap distance of .5 times of top section) thickness as per BSEN 10025 grades 355 JO/ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/s as per IS 875 part (as per GA Drawing). Base plate as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per S 2629, and welded as per BS 5135 Single L-Seam joint The mast shall have 2 Way head frame with die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush ress-fitted with separate guides for 2 runs of 5 mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5 mm2 EPR insulated PCP heathed trailing power cable housed inside the bottom shaft of mast with door having locking arrangement The mast shall have manual/power tool (Suitable reversible geared motor operating on 230/415V, 50Hz, shall be provide above 15 Mtr mast) The mast shall have lantern of 2 segments, suitable dia with max load carrying capacity as per S 1239. The mast shall be erected on existing RCC footing. 12 m/12.5 m - Top 100 mm and Bottom 310 mm dia Sl No.4.5.1 Page No.13 Common SR 2023-24 Volume-6 PWD (KPTCL,ESCOMs & PWD Ele) Each 162309.0 162309.0 2.0 False None None False None False 324618.0 0 3409101 120436 None klises46 a) Supply of LED Streetlight 70W 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 @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT reater than 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor reater than0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting 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 & 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.Sl No.11.8.3 Page No.46 Common SR 2023-24 Volume-6 PWD (KPTCL,ESCOMs & PWD Ele) Each 7424.08 7424.08 4.0 False None None False None False 29696.32 0 3409102 120436 None klises47 b) 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 2Core 6 Sq mm Sl No.2.5.21 Page No.7 Common SR 2023-24 Volume-6 PWD (KPTCL,ESCOMs & PWD Ele) m 242.84 242.84 250.0 False None None False None False 60710.0 0 3409103 120436 None klises48 c) Supplying and fixing sheet metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 200 x 200 x 65 mm Sl No.1.4.7 Page No.2 of 105 Common SR 2023-24 Volume-6 PWD (KPTCL,ESCOMs & PWD Ele) Each 431.17 431.17 12.0 False None None False None False 5174.04 0 3409104 120436 None klises49 d) Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.63Amps Sl No.5.7.3 Page No.14 of 105 Common SR 2023-24 Volume-6 PWD (KPTCL,ESCOMs & PWD Ele) Each 496.84 496.84 12.0 False None None False None False 5962.08 0 3409105 120436 None klises50 e) Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.32Amps Sl No.5.7.2 Page No.14 of 105 Common SR 2023-24 Volume-6 PWD (KPTCL,ESCOMs & PWD Ele) Each 298.59 298.59 8.0 False None None False None False 2388.72 0 3409106 120436 None klises51 f) Supplying and fixing PVC conduit pipe and accessories of approved guage of open conduit system 25 mm dia 2 mm thick Sl No.1.1.2 Page No.2 of 105 Common SR 2023-24 Volume-6 PWD (KPTCL,ESCOMs & PWD Ele)) m 100.35 100.35 250.0 False None None False None False 25087.5 0 3409107 120436 None klises52 Ground mat A).Supplying and laying of MS flats, of various sizes, welding and applying ACB paint to welded portion and covering with sodium bentonite clay, as per the drawing/standard specifications and consolidation. i) 50 mm X 6 mm MS flats Sl No.26 b Page No.123 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) m 500.56 500.56 600.0 False None None False None False 300336.0 0 3409108 120436 None klises53 Ground mat B).Grounding of equipment with various sizes, G.I. Flat and connecting Equipment to the earthmat/ground pit. Each point of earthing with all formation works like bending, twisting, drilling of holes and connecting by welding (inclusive of all T&P and consumables) to the earthmat/ ground pit/ point of earth connection,all the materials supplied by the contractor. 50 mmX 6 mm Sl No.26 f Page No.123 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) m 415.06 415.06 800.0 False None None False None False 332048.0 0 3409109 120436 None klises54 Ground mat C).Providing 25mm dia M.S.rod 1.05 Mtr. Long earthmat spikes including heating, bending top 50mm over lap flattening and making spike edge at one end driving into the earth below the ground level and welding the rod with ground mat flat.Sl No.26 g Page No.124 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) m 561.27 561.27 32.0 False None None False None False 17960.64 0 3409110 120436 None klises55 Ground mat D).Grounding of equipments by providing cast iron pipe of 100 mm ID 13 mm thickness, 2.75 metres long with 2 part clamp out of G.I. Flat 50 X 6 mm continuously welded alround the pipe using cast iron welding electrodes as per drawing including the cost of excavation (All materials to be supplied by the contractor) Sl No.6 c Page No.115 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) Set 20174.64 20174.64 32.0 False None None False None False 645588.48 0 3409111 120436 None klises56 Ground mat E).Supplying & Providing 450 mm dia 450 mm height 1.5" to 2" thick hume pipe collar (non pressure type) for earth pits including all lead and lifts etc., Sl No.26 i Page No.124 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) Each 1857.26 1857.26 30.0 False None None False None False 55717.8 0 3409112 120436 None klises57 Maintenance Tools and Plant A).Ring spanner set Sl No.35 Page No.53 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) Set 1090.32 1090.32 1.0 False None None False None False 1090.32 0 3409113 120436 None klises58 Maintenance Tools and Plant B).Pipe wrench 24 inches size Sl No.35 Page No.53 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 1548.75 1548.75 1.0 False None None False None False 1548.75 0 3409114 120436 None klises59 Maintenance Tools and Plant C).Pipe wrench 18 inches size Sl No.35 Page No.53 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 857.39 857.39 1.0 False None None False None False 857.39 0 3409115 120436 None klises60 Maintenance Tools and Plant D).Double end spanner- 12 nos. per set Sl No.35 Page No.53 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) Set 1027.13 1027.13 1.0 False None None False None False 1027.13 0 3409116 120436 None klises61 Maintenance Tools and Plant E).Hack saw frame B185 Sl No.35 Page No.53 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 449.76 449.76 1.0 False None None False None False 449.76 0 3409117 120436 None klises62 Maintenance Tools and Plant F).Hydraulic crimping tools upto 1000 sqmm Sl No.35 Page No.53 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 76834.12 76834.12 1.0 False None None False None False 76834.12 0 3409118 120436 None klises63 Maintenance Tools and Plant G).Rubber hand gloves 15 kV tested Sl No.35 Page No.53 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) Pair 363.03 363.03 1.0 False None None False None False 363.03 0 3409119 120436 None klises64 Maintenance Tools and Plant H).Rechargeable 5 W LED Hand Torch Sl No.35 Page No.53 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 1584.68 1584.68 1.0 False None None False None False 1584.68 0 3409120 120436 None klises65 Maintenance Tools and Plant I).Insulated cutting plier 12 inch size Sl No.35 Page No.53 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 486.93 486.93 1.0 False None None False None False 486.93 0 3409121 120436 None klises66 Maintenance Tools and Plant J).Insulated cutting plier 8 inch size Sl No.35 Page No.53 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 292.4 292.4 1.0 False None None False None False 292.4 0 3409122 120436 None klises67 Maintenance Tools and Plant K).Line live tester AC/ DC 500 V Sl No.35 Page No.53 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 385.33 385.33 1.0 False None None False None False 385.33 0 3409123 120436 None klises68 Maintenance Tools and Plant L).screw driver 18 '' Sl No.35 Page No.53 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 276.29 276.29 1.0 False None None False None False 276.29 0 3409124 120436 None klises69 Maintenance Tools and Plant M).screw driver 12 '' Sl No.35 Page No.53 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 92.93 92.93 1.0 False None None False None False 92.93 0 3409125 120436 None klises70 Maintenance Tools and Plant N).Hammer 8 lbs Sl No.35 Page No.53 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 615.78 615.78 1.0 False None None False None False 615.78 0 3409126 120436 None klises71 Maintenance Tools and Plant O).Hammer 2 lbs Sl No.35 Page No.53 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 308.51 308.51 1.0 False None None False None False 308.51 0 1719647579000 0 None None Lift Irrigation Scheme Kadarakoppa LIS Annexure 8.1.1 Substation civil works 5680589.26 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409127 120437 None kliselcivil1 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 machinery & other appurtenances required to complete the work. (SR Item No.1.12, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 99.75 99.75 1486.8 False None None False None False 148308.3 0 3409128 120437 None kliselcivil2 SITE SURFACING & JELLY SPREADING a)Supplying and providing jelly in the station yard of uniform thickness of 100 mm including the cost of materials, labour charges, required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineerin-charge of works as per the standard procedure.(SR Item No.1,Page No 158, KPTCL,ESCOMS PWD Electrical Vol - 6 for 2023 -2024) Cum 1861.65 1861.65 472.0 False None None False None False 878698.8 0 3409129 120437 None kliselcivil3 SITE SURFACING & JELLY SPREADING b) Supplying and providing stone dust in the station yard or wherever required including watering, ramming, consolidating and dressing. The rate includes the cost of material, labour charges, required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineer-in-charge of works as per the standard procedure.(SR Item No.2,Page No 158, KPTCL,ESCOMS PWD Electrical Vol - 6 for 2023 -2024) Cum 1756.65 1756.65 413.0 False None None False None False 725496.45 0 3409130 120437 None kliselcivil4 EQUIPMENT FOUNDATION 110 KV Station structure fabricated out of galvanised iron. Column type 1T1 with peak., 110 KV Isolators , 110 KV Current Transformer, NCT's, 110KV Lightning Arrestors, Pedestal insulators 110kv, For High pedestal insulators for 110 KV side , Power Transformer Foundation, 110KV Circuit Breaker Foundation, Cable Ducts,Inspection Chambers ,Oil sump pit & Storm Water Drains . 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 (SR Item No.1.14.1, page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 111.44 111.44 561.18 False None None False None False 62537.8992 0 3409131 120437 None kliselcivil5 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 (SR Item No.1.15.1, page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 396.57 396.57 336.71 False None None False None False 133529.0847 0 3409132 120437 None kliselcivil6 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work (SR Item No.1.16.1, page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 586.49 586.49 224.48 False None None False None False 131655.2752 0 3409133 120437 None kliselcivil7 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.6, page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 6555.15 6555.15 78.77 False None None False None False 516349.1655 0 3409134 120437 None kliselcivil8 Providing and laying in position Reinforced cement concrete for al 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 6652.8 6652.8 98.61 False None None False None False 656032.608 0 3409135 120437 None kliselcivil9 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 (SR Item No.2.11, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) t 82961.55 82961.55 10.85 False None None False None False 900132.8175 0 3409136 120437 None kliselcivil10 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. (SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 279.3 279.3 2782.15 False None None False None False 777054.495 0 3409137 120437 None kliselcivil11 Construction of platform with size stone, cement concert for erection of AuxilaryTransformer/Metering cubicle/Heavy Structure Equipment.Construction of platform (1.5x1.5x1.2) Mtr in size stone, for erection of transformers/Heavy equipment including all materials, labour.Excavation of (1.5x1.5x1) Mtr pit for foundation providing and laying cement concrete 1:4:8 for foundation laid in 10 cm thick layers, well compacted curing etc., complete providing and construction of stone masonary 0.9 Mtr below ground level and 1.2 Mtr above ground level neatly hammer dressed in cement morter 1:6. Providing and Laying cement concrete slab 1.5x1.5x0.10 Mtr with cement concrete of 1:2:4 mix forming & cutting complete, providing pointing to stone masonary in cement morter 1:3 after racking joint & nisely lining curing etc., plastering the concrete surfaces in cement morter 1:4 including smooth randering curing etc.,curing at every stages completely.(SL No.61, Item No.4.06.,Page No 2 of 14, KPTCL,ESCOMS PWD Electrical Vol - 6 for 2021 -202) No 31879.05 31879.05 2.36 False None None False None False 75234.558 0 3409138 120437 None kliselcivil12 SWITCH YARD FENCING a)Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineerin- charge. (Made of G.I. wire of dia 4 mm) (SR Item No.11.8, Page 95 of Common SR Vol-2 for 2023-24-Common SOR) Sqm 843.15 843.15 651.36 False None None False None False 549194.184 0 3409139 120437 None kliselcivil13 SWITCH YARD FENCING b) Providing and fixing RCC precast fencing pole of size 0.15mx0.15mx2.0m casted in M 20 with 20mm down size aggregates making holes for drawing barbed wire at 30 cm c/c using 8 mm dia vertical 4 TMT steel rods and 6 mm dia stirups at 15 cm c/c fixed 1.5 m above Ground level using steel moulding , curing , transportation to work spot including excavation in all types of soil, fixing in plain cement concrete M15 using 20 mm downsize aggregate including aligning to plumb and line providing including cost of all materials, labour,usage charges of machinery complete.(SR Item No.11.62, Page 96 of Common SR f Works Vol-2 for 2023-24-Common SOR) Each 1139.25 1139.25 110.92 False None None False None False 126365.61 0 1719647579000 0 None None Lift Irrigation Scheme Kadarakoppa LIS Annexure 8.1.2 Fire wall 230928.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409140 120438 None klisbaffle1 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.Depth upto 3 m (SR Item No.1.14.1, Page 8 of Common SR Vol-1, 2023-24) Cum 131.51 131.51 6.0 False None None False None False 789.06 0 3409141 120438 None klisbaffle2 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.(SR Item No.1.15.1, Page 8 of Common SR Vol-1, 2023-24) Cum 620.17 620.17 5.0 False None None False None False 3100.85 0 3409142 120438 None klisbaffle3 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work (SR Item No.1.16, Page 9 of Common SR Vol-1, 2023-24) Cum 692.07 692.07 3.0 False None None False None False 2076.21 0 3409143 120438 None klisbaffle4 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.1, Page 15 of Common SR Vol-1, 2023-24) Cum 7735.08 7735.08 0.17 False None None False None False 1314.9636 0 3409144 120438 None klisbaffle5 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (SR Item No.5.4, Page 9 of Vol-2, 2023-224 Cum 7915.98 7915.98 13.31 False None None False None False 105361.6938 0 3409145 120438 None klisbaffle6 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(SR Item No.6.8, Page 14 of Vol-2, 2023-24) Cum 9873.6 9873.6 11.98 False None None False None False 118285.728 0 1719647579000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure 8.2 Terminal bay 7349420.04 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409146 120439 None klistb1 110 KV SF-6 Circuit Breaker 110 kV, 40 kA class, SF-6 Circuit Breaker with terminal connector suitable for Al. tube/conductor with spring/semi-pneumatic/pneumatic type operating mechanism and mounting structure etc., as per technical specification Item No.3.3 Page No.27 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) Set 941642.48 941642.48 1.0 False None None False None False 941642.48 0 3409147 120439 None klistb2 Lightning Arrester 96 kV Metal Oxide with surge counter Arrestor class : Discharge Class 2 (Station Low Duty (SL)) Item No.8.4 Page No.33 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 52622.8 52622.8 3.0 False None None False None False 157868.4 0 3409148 120439 None klistb3 110 kV Isolator:110 kV, 1250 A, 40 kA double break electrically cum manually operated isolators with solid core insulator, terminal connector suitable for Al. tube/conductor, marshalling box etc., complete as per technical specification a) Upright with Earth Switch (Live Point Height4600 mm) Item No.9.9.1 Page No.36 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) Set 499629.23 499629.23 1.0 False None None False None False 499629.23 0 3409149 120439 None klistb4 110 kV Isolator:110 kV, 1250 A, 40 kA double break electrically cum manually operated isolators with solid core insulator, terminal connector suitable for Al. tube/conductor, marshalling box etc., complete as per technical specification b) Upright without Earth Switch (Live Point Height4600 mm) Item No.9.9..2 Page No.36 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) Set 426168.92 426168.92 1.0 False None None False None False 426168.92 0 3409150 120439 None klistb5 Terminal Clamps for Single Lynx Conductor to (Post Insulators-6, SF-6 Breaker-6, Isolators-6 x 2 =12, CT-3, LA-3 etc.,) Item No.47.7.8 Page No.69 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 664.1 664.1 30.0 False None None False None False 19923.0 0 3409151 120439 None klistb6 Current Transformer: Oil filled Current Transformer 0.2s class with terminal connector suitable for Al. tube/conductor with marshalling box etc., complete as per technical specification.110 kV Class : 400-200/1-1-1 A Item No.5.2.6 Page No.31 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 195065.68 195065.68 3.0 False None None False None False 585197.04 0 3409152 120439 None klistb7 Relay & Protection Panels 110 kV Panel for Overhead Line - Type 1L Item No.16.4.7 Page No.42 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) Set 1719167.02 1719167.02 1.0 False None None False None False 1719167.02 0 3409153 120439 None klistb8 110 KV Station Structures (i) Fabrication, galvanising and supply of High Tensile Steel tower materials 1T1 (0.986MT) = (6 x 0.986MT=5.92MT) Item No.18.1 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material) MT 191491.17 191491.17 1.392 False None None False None False 266555.70864 0 3409154 120439 None klistb9 110 KV Station Structures (ii) Station Structure Beam suitable for 1B1, without under hung isolator (0.521MT) = (3x0.521MT=1.56MT) Sl No.ii.A Page No.246 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)( For MT ) MT 191491.17 191491.17 0.368 False None None False None False 70468.75056 0 3409155 120439 None klistb10 110 KV Mounting Structures: (i) Isolators:110 KV Isolators (0.726 * 5Nos) MT Item No.18.1 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material)Sl No.ii.A Page No.246 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)( For MT ) MT 191491.17 191491.17 0.5 False None None False None False 95745.585 0 3409156 120439 None klistb11 110 KV Mounting Structures:(ii) Current Transformers:For 110 KV CTs (0.146 * 3Nos) MT Item No.18.1 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material)Sl No.ii.A Page No.246 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)( For MT ) MT 191491.17 191491.17 0.27 False None None False None False 51702.6159 0 3409157 120439 None klistb12 110 KV Mounting Structures: (iii)Lightning Arrester :For 30 KV LAs (0.105 * 3Nos) MT Item No.18.1 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material)Sl No.ii.A Page No.246 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)( For MT ) MT 191491.17 191491.17 0.246 False None None False None False 47106.82782 0 3409158 120439 None klistb13 110 KV Mounting Structures:(iv) Pedestal Insulator For 110 kV PI (0.127 *3Nos) MT Item No.18.1 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material)Sl No.ii.A Page No.246 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)( For MT ) MT 191491.17 191491.17 0.246 False None None False None False 47106.82782 0 3409159 120439 None klistb14 Supply of galvanized Bolts & Nuts for above all (Station & Mounting structures) Sl No. 18.3 Page No.43 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) Sl No.ii.A Page No.246 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)( For MT ) MT 176904.42 176904.42 0.224 False None None False None False 39626.59008 0 3409160 120439 None klistb15 i) Rigid bus: Aluminium Tube conforming to 6340 WP of IS- 5082/1969 (BS1600 - Sch. 40) of following sizes of 75 mm size Sl No. 36.1.2.4 Page No.56 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) Rmtr 1489.28 1489.28 100.0 False None None False None False 148928.0 0 3409161 120439 None klistb16 ii) Taps: Straight taps made of 63 mm Aluminium Tube (BS-1600) of 1750 mm vertical height for vertical portion and cross bus on 110 kV side with rounded off end.Sl No. 36.2.3 Page No.56 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 4628.9 4628.9 6.0 False None None False None False 27773.4 0 3409162 120439 None klistb17 iii) 7/3.15 mm G.I. Wire for ground conductor Sl No. 20.8 Page No.44 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) Rmtr 109.03 109.03 100.0 False None None False None False 10903.0 0 3409163 120439 None klistb18 Main Bus/Cross Bus as above using Single Lynx Conductor Sl No. 25 Page No.122 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) Per Bay 9123.99 9123.99 1.0 False None None False None False 9123.99 0 3409164 120439 None klistb19 Insulators i) Solid Core Bus Post Insulator 110 kV Sl No. 21.1.3 Page No.45 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 734.73 734.73 3.0 False None None False None False 2204.19 0 3409165 120439 None klistb20 Insulators ii.) Disc Insulator 90 kN Sl No.21.2.3 Page No.45 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 734.73 734.73 12.0 False None None False None False 8816.76 0 3409166 120439 None klistb21 C - Type Wedge Connectors Lynx to Lynx ACSR Conductor.Sl No.47.10.7 Page No.70 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 1698.67 1698.67 20.0 False None None False None False 33973.4 0 3409167 120439 None klistb22 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 A).2C X 1.5 Sqmm Sl No.2.5.1,2.5.9 Page No.6 of 105 Common SR 2023-24 Volume-6 PWD Ele (KPTCL,ESCOMs & PWD Ele) Sl No. 13.1, 13.14, 13.8, 13.16, 13.6, Page No.40 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele Rmtr 65.67 65.67 300.0 False None None False None False 19701.0 0 3409168 120439 None klistb23 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 B).2C X 2.5 Sq. mm Sl No.2.5.1,2.5.9 Page No.6 of 105 Common SR 2023-24 Volume-6 PWD Ele (KPTCL,ESCOMs & PWD Ele) Sl No. 13.1, 13.14, 13.8, 13.16, 13.6, Page No.40 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele Rmtr 116.45 116.45 350.0 False None None False None False 40757.5 0 3409169 120439 None klistb24 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 C).10C x 2.5 Sq.mm Sl No.2.5.1,2.5.9 Page No.6 of 105 Common SR 2023-24 Volume-6 PWD Ele (KPTCL,ESCOMs & PWD Ele) Sl No. 13.1, 13.14, 13.8, 13.16, 13.6, Page No.40 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele Rmtr 387.81 387.81 500.0 False None None False None False 193905.0 0 3409170 120439 None klistb25 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 D).4C x 6 Sq.mm Sl No.2.5.1,2.5.9 Page No.6 of 105 Common SR 2023-24 Volume-6 PWD Ele (KPTCL,ESCOMs & PWD Ele) Sl No. 13.1, 13.14, 13.8, 13.16, 13.6, Page No.40 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele Rmtr 306.03 306.03 500.0 False None None False None False 153015.0 0 3409171 120439 None klistb26 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 E).19C x 2.5 Sq.mm Sl No.2.5.1,2.5.9 Page No.6 of 105 Common SR 2023-24 Volume-6 PWD Ele (KPTCL,ESCOMs & PWD Ele) Sl No. 13.1, 13.14, 13.8, 13.16, 13.6, Page No.40 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele Rmtr 650.47 650.47 200.0 False None None False None False 130094.0 0 3409172 120439 None klistb27 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 F).4C x 2.5 Sq.mm Sl No.2.5.1,2.5.9 Page No.6 of 105 Common SR 2023-24 Volume-6 PWD Ele (KPTCL,ESCOMs & PWD Ele) Sl No. 13.1, 13.14, 13.8, 13.16, 13.6, Page No.40 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele Rmtr 183.37 183.37 200.0 False None None False None False 36674.0 0 3409173 120439 None klistb28 A).Grounding of equipment with various sizes, G.I. Flat and connecting Equipment to the earthmat/ground pit. Each point of earthing with all formation works like bending, twisting, drilling of holes and connecting by welding (inclusive of all T&P and consumables) to the earthmat/ ground pit/ point of earth connection,all the materials supplied by the contractor.50 mmX 6 mm Sl No.26 f Page No.123 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) Rmtr 415.06 415.06 150.0 False None None False None False 62259.0 0 3409174 120439 None klistb29 B).Grounding of equipments by providing cast iron pipe of 100 mm ID 13 mm thickness, 2.75 metres long with 2 part clamp out of G.I. Flat 50 X 6 mm continuously welded alround the pipe using cast iron welding electrodes as per drawing including the cost of excavation (All materials to be supplied by the contractor) Sl No.6 c Page No.115 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) Set 20174.64 20174.64 12.0 False None None False None False 242095.68 0 3409175 120439 None klistb30 C) Supplying & Providing 450 mm dia 450 mm height 1.5" to 2" thick hume pipe collar (non pressure type) for earth pits including all lead and lifts etc.Sl No.26 i Page No.124 Common SR 2023-24 Volume-6 KPTCL (KPTCL,ESCOMs & PWD Ele) No 1857.26 1857.26 12.0 False None None False None False 22287.12 0 3409176 120439 None klistb31 Rearrangement of exisiting equipments in existing substation like 110 KV existing tower, 110 KV PT , 11 KV no.of lines, fencing, extension of bus to be shifted for extension of 110 KV Terminal bay Job 1239000.0 1239000.0 1.0 False None None False None False 1239000.0 0 1719647579000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure 8.2.1 Terminal Bay Civil works 1444532.71 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409177 120440 None klistc1 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 machinery & other appurtenances required to complete the work.(SR Item No.1.12, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR Cum 117.71 117.71 410.0 False None None False None False 48261.1 0 3409178 120440 None klistc2 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.(SR Item No.1.17.1, page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 324.62 324.62 30.55 False None None False None False 9917.141 0 3409179 120440 None klistc3 Earth work excavation for pipeline trenches in Soft rock (without requiring blasting) 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 & bonding rods at every 100 mm whevere necessary as directed, removal of slumps 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 and all other appurtenances to complete in the following strata..(SR Item No.1.19.1, page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 562.51 562.51 18.7476 False None None False None False 10545.712476 0 3409180 120440 None klistc4 Earth work excavation for pipeline trenches in Hard rock (requiring blasting) 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 & bonding rods at every 100 mm whevere necessary as directed, removal of slumps 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 and all other appurtenances to complete in the following strata. (SR Item No.1.21.1, page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 828.89 828.89 12.4984 False None None False None False 10359.798776 0 3409181 120440 None klistc5 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. (SR Item No.2.1.5, page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 7735.08 7735.08 142.284 False None None False None False 1100578.12272 0 3409182 120440 None klistc6 Providing and laying in position Reinforced cement concrete for al 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) (SR Item No.2.4.3, page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 7850.3 7850.3 14.98 False None None False None False 117597.494 0 3409183 120440 None klistc7 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 (SR Item No.2.11, page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) t 97894.63 97894.63 1.34 False None None False None False 131178.8042 0 3409184 120440 None klistc8 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.(SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 329.57 329.57 48.835 False None None False None False 16094.55095 0 1719647579000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure 8.3 Transmission Line 34932901.21 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409185 120441 None klistl1 i) Supply and Erection of Towers 110 kV DC 'A' Type : A Normal (942.96 Kgs high tensile steel per tower) including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc., complete and as directed by Engineer-In-Charge.Item No.18.1 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material)Item No.DA (NT) Page No.184 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) MT 192027.65 192027.65 10.37 False None None False None False 1991326.7305 0 3409186 120441 None klistl2 ii) Supply and Erection of Towers 110 kV DC 'A' Type : A - Normal (1911 Kgs mild steel per tower) including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc., complete and as directed by Engineer-In-Charge.Item No.18.2 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material)Item No.DA (NT) Page No.184 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) MT 175536.56 175536.56 21.02 False None None False None False 3689778.4912 0 3409187 120441 None klistl3 11 No's for 6.5 Kmi) Supply and Erection of Towers 110 kV DC 'A' Type A .3 Mtr Extension (1259.4 Kgs high tensile steel per tower) including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc., complete and as directed by Engineer-In-Charge.Item No.18.1 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material)Item No.DA (3 BE) Page No.184 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) MT 192027.65 192027.65 2.22 False None None False None False 426301.383 0 3409188 120441 None klistl4 A Type Normal Towers ii) Supply and Erection of Towers 110 kV DC 'A' Type A .3 Mtr Extension (2243.88 Kgs mild steel per tower) including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc., complete and as directed by Engineer-In-Charge.Item No.18.2 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material)Item No.DA (3 BE) Page No.184 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) MT 175536.56 175536.56 4.49 False None None False None False 788159.1544 0 3409189 120441 None klistl5 A.3 Type Towers 2 No's for 6.5 Kmi) Supply and Erection of Towers 110 kV DC 'B' Type : B Normal (1587.90 Kgs high tensile steel per tower) including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc., complete and as directed by Engineer-In-Charge.Item No.18.1 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material) Item No.DB (NT) Page No.184 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) MT 192027.65 192027.65 3.18 False None None False None False 610647.927 0 3409190 120441 None klistl6 A.3 Type Towers ii) Supply and Erection of Towers 110 kV DC 'B' Type : B Normal (2058.68 Kgs mild steel per tower) including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc., complete and as directed by Engineer-In-Charge. Item No.18.2 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material) Item No.DB (NT) Page No.184 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) MT 175536.56 175536.56 4.12 False None None False None False 723210.6272 0 3409191 120441 None klistl7 B Type Normal Towers 2 No's for 6.5 Kmi) Supply and Erection of Towers 110 kV 'DC 'C' Type: C Mtr Extension (2044.90 Kgs high tensile steel per tower) including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc., complete and as directed by Engineer-In-Charge.Item No.18.1 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material) Item No.DC (NT) Page No.184 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) MT 192027.65 192027.65 4.09 False None None False None False 785393.0885 0 3409192 120441 None klistl8 B Type Normal Towers ii) Supply and Erection of Towers 110 kV 'DC 'C' Type: C Mtr Extension (1862.02 Kgs mild steel per tower) including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc., complete and as directed by Engineer-In-Charge.Item No.18.2 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material)Item No.DC (NT) Page No.184 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) MT 175536.56 175536.56 3.72 False None None False None False 652996.0032 0 3409193 120441 None klistl9 C Type Normal Towers 2 No's for 6.5 Kmi)Supply and Erection of Towers 110 kV DC 'D' Type: D (2969.89 Kgs high tensile steel per tower) including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc., complete and as directed by Engineer-In-Charge.Item No.18.1 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material) Item No.DD (NT) Page No.184 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) MT 192027.65 192027.65 5.94 False None None False None False 1140644.241 0 3409194 120441 None klistl10 C Type Normal Towers ii)Supply and Erection of Towers 110 kV DC 'D' Type: D (1649.00 Kgs mild steel per tower) including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc., complete and as directed by Engineer-In-Charge.Item No.18.2 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele)(for material)Item No.DD (NT) Page No.184 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) MT 175536.56 175536.56 3.3 False None None False None False 579270.648 0 3409195 120441 None klistl11 D Type Normal Towers = 2 No's for 6.5 KmSupply and fixing of stub templates and aligning dismantling and transportaion of templates from one location to another location for 110 kV including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc., complete and as directed by Engineer-In-Charge.(SR Item No 11.4 Page No.4 Vol 6 Distribution BESCOM - Part-VI - 33 kV Material) No 114920.97 114920.97 10.0 False None None False None False 1149209.7 0 3409196 120441 None klistl12 Supply and fixing of Galvanised Bolts & Nuts including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc., complete and as directed by Engineer-In-Charge.Item No.18.3 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) sheet :110 kV DC Tower (Design Code: KPTCL-1D-AQUS),Page No.184 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) MT 176904.42 176904.42 2.98 False None None False None False 527175.1716 0 3409197 120441 None klistl13 Supplying and fixing G.I. Angle iron 45 x 45 x 5 mm (1 m length) with cleats, bolt & nuts as per specification and fixing above 0.5 m length each at inner and outer surface of the tower to facilitate running of barbed wire Item No.2.a Page No.113 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) Set 5105.92 5105.92 19.0 False None None False None False 97012.48 0 3409198 120441 None klistl14 Supplying and fixing barbed wire as per specification Item No.2.b Page No.113 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) Rmtr 94.16 94.16 950.0 False None None False None False 89452.0 0 3409199 120441 None klistl15 Tower accessories a) Number Plates/Circuit Plates Item No.19.2 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) Nos 493.12 493.12 19.0 False None None False None False 9369.28 0 3409200 120441 None klistl16 Tower accessories b) Danger Plates/Caution Plates (1 no. per tower) Item No.19.3 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) Nos 493.12 493.12 19.0 False None None False None False 9369.28 0 3409201 120441 None klistl17 Tower accessories c) Phase Plates (set of 6 per tower) Item No.19.1 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) Set 621.98 621.98 19.0 False None None False None False 11817.62 0 3409202 120441 None klistl18 Tower accessories d) Earth Bond 300 mm Long (all A type tower) Item No.19.5 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) Nos 581.09 581.09 13.0 False None None False None False 7554.17 0 3409203 120441 None klistl19 Tower accessories e) Earth Bond 450 mm Long (all B.C.D type tower) Item No.19.4 Page No.43 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) Nos 666.58 666.58 6.0 False None None False None False 3999.48 0 3409204 120441 None klistl20 Tower accessories: Supply and fixing of Grounding of tower with GI Pipe including the cost of GI pipe including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc., complete and as directed by Engineer-In-Charge.(SR Item No.11.A,Page No 12 of 27 of Vol 6 Transmission KPTCL - Part-II - Labour Charges Set 6220.4 6220.4 38.0 False None None False None False 236375.2 0 3409205 120441 None klistl21 Conductor: LYNX ACSR (6.5 Km*3 ) = 19.5 Km = 19500 Meter Item No.20.5 Page No.44 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) (SR Item No.8.A.ii,Page No 9 of 27, KPTCL,ESCOMS PWD Electrical Vol - 6 for 2021 -2022) m 245.23 245.23 19500.0 False None None False None False 4781985.0 0 3409206 120441 None klistl22 Conductor & Earth Wire: 7/3.15 mm G.I. Wire for ground conductor (6.5 Km*1.05 ) = 6.82 Km = 6825 Meter Item No.20.8 Page No.44 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) m 109.03 109.03 6825.0 False None None False None False 744129.75 0 3409207 120441 None klistl23 Hardware for Transmission Line Work: a) Double Tension Clamps with arcing horns for LYNX ACSR Item No.46.2 Page No.67 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 5787.37 5787.37 15.0 False None None False None False 86810.55 0 3409208 120441 None klistl24 Hardware for Transmission Line Work: b) Single Tension Clamps with arcing horns for LYNX ACSR Item No.46.1 Page No.67 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 2033.2 2033.2 28.0 False None None False None False 56929.6 0 3409209 120441 None klistl25 Hardware for Transmission Line Work: c) Double Suspension Clamps with arcing horns for LYNX ACSR Item No.46.4 Page No.67 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 4710.68 4710.68 16.0 False None None False None False 75370.88 0 3409210 120441 None klistl26 Hardware for Transmission Line Work: d) Single Suspension Clamps with arcing horns for LYNX ACSR Item No.46.3 Page No.67 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 2469.33 2469.33 24.0 False None None False None False 59263.92 0 3409211 120441 None klistl27 Hardware for Transmission Line Work: e) M.S.C. Joints for LYNX ACSR Item No 46.6 Page No.67 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 827.65 827.65 76.0 False None None False None False 62901.4 0 3409212 120441 None klistl28 Hardware for Transmission Line Work: f) Pre-formed Armour Rods for LYNX ACSR Item No 46.7 Page No.67 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 1564.86 1564.86 39.0 False None None False None False 61029.54 0 3409213 120441 None klistl29 Hardware for Transmission Line Work: g) Repair Sleeves for LYNX ACSR Item No 46.8 Page No.67 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 733.49 733.49 19500.0 False None None False None False 14303055.0 0 3409214 120441 None klistl30 Hardware for Transmission Line Work: h) Vibration Damper for LYNX ACSR Item No 46.9 Page No.67 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 1256.35 1256.35 114.0 False None None False None False 143223.9 0 3409215 120441 None klistl31 Conductor & Earth Wire: Supply and fixing of 120KN insulators along with hardware for LYNX ACSR including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc Item No.21.2.2 Page No.45 Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 993.68 993.68 522.0 False None None False None False 518700.96 0 3409216 120441 None klistl32 Conductor & Earth Wire: Supply and fixing of 90 KN insulators along with hardware for LYNX ACSR including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc Item No21.2.3 Page No.45 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 734.73 734.73 448.0 False None None False None False 329159.04 0 3409217 120441 None klistl33 Hardware for Earthwire: Welding of bolts and nuts Item No 1.1 e Page No.113 of Common SR 2023-24 Volume-6 KPTCL ( KPTCL, ESCOMs & PWD Ele) No 27.26 27.26 6650.0 False None None False None False 181279.0 0 1719647579000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure 8.3.1 110Kv Transmission Line Civil Works 12494834.65 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409218 120442 None klistlcivil1 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.(SR Item No.1.17.1, page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 324.62 324.62 540.1 False None None False None False 175327.262 0 3409219 120442 None klistlcivil2 Earth work excavation for pipeline trenches in Soft rock (without requiring blasting) 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 & bonding rods at every 100 mm whevere necessary as directed, removal of slumps 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 and all other appurtenances to complete in the following strata.(SR Item No.1.19.1, page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 562.51 562.51 324.06 False None None False None False 182286.9906 0 3409220 120442 None klistlcivil3 Earth work excavation for pipeline trenches in Hard rock (requiring blasting) 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 & bonding rods at every 100 mm whevere necessary as directed, removal of slumps 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 and all other appurtenances to complete in the following strata.(SR Item No.1.21.1, page 10 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 828.89 828.89 216.04 False None None False None False 179073.3956 0 3409221 120442 None klistlcivil4 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. Mix 1:2:64(M15) Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.6, page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 7735.08 7735.08 121.96 False None None False None False 943370.3568 0 3409222 120442 None klistlcivil5 Providing and laying in position Reinforced cement concrete for al 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)(SR Item No.2.4.3, Page 16 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 7850.3 7850.3 696.92 False None None False None False 5471031.076 0 3409223 120442 None klistlcivil6 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 (SR Item No.2.11, Page 18 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) t 97894.63 97894.63 55.75 False None None False None False 5457625.6225 0 3409224 120442 None klistlcivil7 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.(SR Item No.1.9, Page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24-Common SOR) Cum 329.57 329.57 261.31 False None None False None False 86119.9367 0 1719647579000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure 5 Construction of intake channel 15485909.2 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409225 120443 None klisint1 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 (Common SR item No 1.14.2 in Vol-1,Pg.no.8 for 2023-24) Cum 131.5 131.5 10113.75 False None None False None False 1329958.125 0 3409226 120443 None klisint2 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 3 m to 6 m (Common SR item No 1.14.3 in Vol-1,Pg.no.8 for 2023-24) Cum 153.75 153.75 7392.0 False None None False None False 1136520.0 0 3409227 120443 None klisint3 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 above 6 m (Common SR item No 1.14.3 in Vol-1,Pg.no.8 for 2023-24) Cum 192.92 192.92 2788.5 False None None False None False 537957.42 0 3409228 120443 None klisint4 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 Depth exceeding 6 m, but not exceeding 7.5 m (Common SR item No 1.15.3 in Vol-1,Pg.no.8 for 2023-24) Cum 683.73 683.73 2788.5 False None None False None False 1906581.105 0 3409229 120443 None klisint5 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 Depth exceeding 7.5 m, but not exceeding 9 m(Common SR item No 1.15.3 in Vol-1,Pg.no.8 for 2023-24) Cum 717.92 717.92 1122.0 False None None False None False 805506.24 0 3409230 120443 None klisint6 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 Depth exceeding 9 m, but not exceeding 10.5 m(Common SR item No 1.15.3 in Vol-1,Pg.no.8 for 2023-24) Cum 753.81 753.81 1122.0 False None None False None False 845774.82 0 3409231 120443 None klisint7 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 Depth exceeding 10.5 m, but not exceeding 12 m(Common SR item No 1.15.3 in Vol-1,Pg.no.8 for 2023-24) Cum 791.51 791.51 748.0 False None None False None False 592049.48 0 3409232 120443 None klisint8 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 (M15) Using 20 mm nominal size graded crushed coarse aggregates(Common SR item No 2.1.6 in Vol-1,Pg.no.15 for 2023-24) Cum 7735.08 7735.08 151.83 False None None False None False 1174417.1964 0 3409233 120443 None klisint9 Form work for staging (Foundation works) (Common SR item No 2.6.1 in Vol-1,Pg.no.16 for 2023-24) Cum 231.1 231.1 151.83 False None None False None False 35087.913 0 3409234 120443 None klisint10 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 requirement of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Template wall @ every 15 m interval (Common SR item No 2.4.2 in Vol-1,Pg.no.16 for 2023-24) Cum 7850.31 7850.31 3.31 False None None False None False 25984.5261 0 3409235 120443 None klisint11 Formwork For Staging (For Sub structure) (Common SR item No 2.6.1 in Vol-1,Pg.no.16 for 2023-24) Cum 785.04 785.04 3.31 False None None False None False 2598.4824 0 3409236 120443 None klisint12 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 f. Steel for Canal & Allied Works (Common SR item No 2.11 in Vol-1,Pg.no.18 for 2023-24) t 111522.39 111522.39 9.31 False None None False None False 1038273.4509 0 3409237 120443 None klisint13 Providing and fixing 20 mm thick 100 mm depth tarfelt expansion joint filler board for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts.(Common SR item No 3.37 in Vol-4,Pg.no.53 for 2023-24) m 106.56 106.56 110.42 False None None False None False 11766.3552 0 3409238 120443 None klisint14 Providing and constructing size stone pitching using 200 to 250 mm size stones with pin headers at 2 per sqm set in CM 1 : 5 proportion by volume with pointing joints in CM 1 : 3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints,finishing,curing and all other ancillary operations complete.(Common SR item No 3.45 in Vol-4,Pg.no.55 for 2023-24) Sqm 1053.15 1053.15 3637.14 False None None False None False 3830453.991 0 3409239 120443 None klisint15 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii) 200 m stone (precast) (Common SR item No 8.16 Vol-3 in Page 67 for 2023-24) Each 1043.24 1043.24 2.0 False None None False None False 2086.48 0 3409240 120443 None klisint16 Providing and fixing 200 x 200 x 750 mm roughly dressed boundary / demarcation / chainage / arrow stones including cost of all materials, labour, engraving marks, excavating pit, fixing in position, murum filling with all other ancillary operations complete.(Common SR item No 8.7 in Vol-4,Pg.no.120 for 2023-24) Each 334.53 334.53 12.0 False None None False None False 4014.36 0 3409241 120443 None klisint17 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii)Ordinary kilometer stone (precast) (Common SR item No 8.16 Vol-3 in Page 67 for 2023-24) Each 3626.56 3626.56 1.0 False None None False None False 3626.56 0 3409242 120443 None klisint18 Providing and fixing GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes and all other ancillary operations complete.(Common SR item No 3.29.2 Vol-4 (Part-I) in Page 52 for 2023-24) 50 mm diameter and 225 mm long Each 313.47 313.47 115.0 False None None False None False 36049.05 0 3409243 120443 None klisint19 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.(Common SR item No 710.1.4 of IRC:78 & 2200 Vol-3 in Page 117 for 2023-24) Cum 3316.81 3316.81 653.4 False None None False None False 2167203.654 0 1719647579000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure 6 Construction of Jackwell cum Pump House 140316790.97 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409244 120444 None klisjp1 Clearing and Grubbing Road Land: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.(Common SR 2023-24 - Item no 2.5, Pg 9 of Vol-3) Sqm 4.87 4.87 3500.0 False None None False None False 17045.0 0 3409245 120444 None klisjp2 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 In all kinds of soils Depth upto 3 m (Common SR 2023-24 - Item no 1.14.1, Pg 8 of Vol-1) Cum 131.51 131.51 5576.28 False None None False None False 733336.5828 0 3409246 120444 None klisjp3 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 In all kinds of soils Depth 3 m to 6 m (Common SR 2023-24 - Item no 1.14.1, Pg 8 of Vol-1) Cum 153.75 153.75 4220.19 False None None False None False 648854.2125 0 3409247 120444 None klisjp4 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 SR 2023-24 - Item no 1.15.3, Pg 9 of Vol-1) In Soft Rock Depth 4.5 m to 6 m Cum 651.18 651.18 867.73 False None None False None False 565048.4214 0 3409248 120444 None klisjp5 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 SR 2023-24 - Item no 1.15.3, Pg 9 of Vol-1) In Soft Rock Depth 6 m to 7.5 m Cum 683.74 683.74 1835.99 False None None False None False 1255339.8026 0 3409249 120444 None klisjp6 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 SR 2023-24 - Item no 1.15.3, Pg 9 of Vol-1) In Soft Rock Depth 7.5 m to 9 m Cum 717.92 717.92 1766.64 False None None False None False 1268306.1888 0 3409250 120444 None klisjp7 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 SR 2023-24 - Item no 1.15.3, Pg 9 of Vol-1) In Soft Rock Depth 9 m to 10.5 m Cum 753.82 753.82 711.5 False None None False None False 536342.93 0 3409251 120444 None klisjp8 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to (Common SR 2023-24 - Item no 1.21.5, Pg 11 of Vol-1)complete the work In Hard Rock (blasting prohibited) Depth 7.5 m to 9 m Cum 1715.43 1715.43 54.45 False None None False None False 93405.1635 0 3409252 120444 None klisjp9 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to (Common SR 2023-24 - Item no 1.21.5, Pg 11 of Vol-1)complete the work In Hard Rock (blasting prohibited) Depth 9 m to 10.5 m Cum 1801.19 1801.19 688.74 False None None False None False 1240551.6006 0 3409253 120444 None klisjp10 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to (Common SR 2023-24 - Item no 1.21.5, Pg 11 of Vol-1)complete the work In Hard Rock (blasting prohibited) Depth 10.5 m to 12 m Cum 1891.26 1891.26 341.4 False None None False None False 645676.164 0 3409254 120444 None klisjp11 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Common SR 2023-24 - Item no 2.1.5, Pg 15 of Vol-1) Cum 7735.08 7735.08 100.5 False None None False None False 777375.54 0 3409255 120444 None klisjp12 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 needle 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.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR 2023-24 - Item no 2.2.5, Pg 15 of Vol-1) Cum 8052.26 8052.26 588.31 False None None False None False 4737225.0806 0 3409256 120444 None klisjp13 Form work for Staging (For Foundations) Concrete Quantity for Isolated Footings (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Cum 644.18 644.18 122.77 False None None False None False 79085.9786 0 3409257 120444 None klisjp14 Form work for Staging (For Foundations) Concrete Quantity for All other types (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Cum 241.57 241.57 465.54 False None None False None False 112460.4978 0 3409258 120444 None klisjp15 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 requirement of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR 2023-24 - Item no 2.4.4, Pg 16 of Vol-1) for Total Substructure Concrete Quantity Cum 8353.34 8353.34 2161.3 False None None False None False 18054073.742 0 3409259 120444 None klisjp16 Form work for Staging (For Sub Structure) 0-5m height (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Concrete Quantity for Earth retaining Structures Cum 835.33 835.33 582.22 False None None False None False 486345.8326 0 3409260 120444 None klisjp17 Form work for Staging (For Sub Structure) 0-5m height (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Concrete Quantity for Piers & Abutments Cum 835.33 835.33 118.8 False None None False None False 99237.204 0 3409261 120444 None klisjp18 Form work for Staging (For Sub Structure) 0-5m height (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Concrete Quantity for RCC Columns Cum 5847.34 5847.34 30.0 False None None False None False 175420.2 0 3409262 120444 None klisjp19 Form work for Staging (For Sub Structure) 0-5m height (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Concrete Quantity for RCC Beams, Lintels Cum 5012.0 5012.0 37.34 False None None False None False 187148.08 0 3409263 120444 None klisjp20 Form work for Staging (For Sub Structure) 5-10m height (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Concrete Quantity for Earth retaining Structures Cum 935.57 935.57 436.66 False None None False None False 408525.9962 0 3409264 120444 None klisjp21 Form work for Staging (For Sub Structure) 5-10m height (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Concrete Quantity for Piers & Abutments Cum 935.57 935.57 162.0 False None None False None False 151562.34 0 3409265 120444 None klisjp22 Form work for Staging (For Sub Structure) 5-10m height (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Concrete Quantity for RCC Columns Cum 6549.02 6549.02 30.0 False None None False None False 196470.6 0 3409266 120444 None klisjp23 Form work for Staging (For Sub Structure) 5-10m height (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Concrete Quantity for RCC Beams, Lintels Cum 5613.45 5613.45 74.68 False None None False None False 419212.446 0 3409267 120444 None klisjp24 Form work for Staging (For Sub Structure) 10-15m height (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Concrete Quantity for Earth retaining Structures Cum 952.28 952.28 229.52 False None None False None False 218567.3056 0 3409268 120444 None klisjp25 Form work for Staging (For Sub Structure) 10-15m height (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Concrete Quantity for Piers & Abutments Cum 952.28 952.28 162.0 False None None False None False 154269.36 0 3409269 120444 None klisjp26 Form work for Staging (For Sub Structure) 10-15m height (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Concrete Quantity for RCC Columns Cum 6665.97 6665.97 30.0 False None None False None False 199979.1 0 3409270 120444 None klisjp27 Form work for Staging (For Sub Structure) 15-20m height (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Concrete Quantity for Earth retaining Structures Cum 968.99 968.99 70.6 False None None False None False 68410.694 0 3409271 120444 None klisjp28 Form work for Staging (For Sub Structure) 15-20m height (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Concrete Quantity for Piers & Abutments Cum 968.99 968.99 50.22 False None None False None False 48662.6778 0 3409272 120444 None klisjp29 Form work for Staging (For Sub Structure) 15-20m height (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Concrete Quantity for RCC Beams, Lintels Cum 5813.93 5813.93 63.87 False None None False None False 371335.7091 0 3409273 120444 None klisjp30 Form work for Staging (For Sub Structure) 15-20m height (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Concrete Quantity for RCC Slabs Cum 4844.94 4844.94 83.39 False None None False None False 404019.5466 0 3409274 120444 None klisjp31 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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.(Common SR 2023-24 - Item no 2.5.3, Pg 16 of Vol-1) 0.0m to 3.6 lift Columns in Control Room and Pump house Cum 8681.67 8681.67 47.52 False None None False None False 412552.9584 0 3409275 120444 None klisjp32 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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.(Common SR 2023-24 - Item no 2.5.3, Pg 16 of Vol-1) 0.0m to 3.6 lift Slabs in Control Room and Pump house Cum 8681.67 8681.67 92.88 False None None False None False 806353.5096 0 3409276 120444 None klisjp33 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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.(Common SR 2023-24 - Item no 2.5.3, Pg 16 of Vol-1) 0.0m to 3.6 lift Beams in Control Room and Pump house Cum 8681.67 8681.67 48.9 False None None False None False 424533.663 0 3409277 120444 None klisjp34 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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.(Common SR 2023-24 - Item no 2.5.3, Pg 16 of Vol-1)3.6 to 7.2 m Lift Columns in Control Room and Pump house Cum 8768.49 8768.49 47.52 False None None False None False 416678.6448 0 3409278 120444 None klisjp35 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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.(Common SR 2023-24 - Item no 2.5.3, Pg 16 of Vol-1)3.6 to 7.2 m Lift Beams in Control Room and Pump house Cum 8768.49 8768.49 1.09 False None None False None False 9557.6541 0 3409279 120444 None klisjp36 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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.(Common SR 2023-24 - Item no 2.5.3, Pg 16 of Vol-1)7.2m to 10.8 m Lift Columns in Control Room and Pump house Cum 8856.18 8856.18 39.24 False None None False None False 347516.5032 0 3409280 120444 None klisjp37 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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.(Common SR 2023-24 - Item no 2.5.3, Pg 16 of Vol-1)7.2m to 10.8 m Lift Slabs in Control Room and Pump house Cum 8856.18 8856.18 26.99 False None None False None False 239028.2982 0 3409281 120444 None klisjp38 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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.(Common SR 2023-24 - Item no 2.5.3, Pg 16 of Vol-1)7.2m to 10.8 m Lift Beams in Control Room and Pump house Cum 8856.18 8856.18 51.86 False None None False None False 459281.4948 0 3409282 120444 None klisjp39 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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.(Common SR 2023-24 - Item no 2.5.3, Pg 16 of Vol-1)10.8m to 14.4m LiftColumns in Control Room and Pump house Cum 8944.74 8944.74 14.28 False None None False None False 127730.8872 0 3409283 120444 None klisjp40 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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.(Common SR 2023-24 - Item no 2.5.3, Pg 16 of Vol-1)10.8m to 14.4m LiftBeams @ El. 538.50 to El. 542.00 Cum 8944.74 8944.74 51.93 False None None False None False 464500.3482 0 3409284 120444 None klisjp41 Form work for 0-5m height Staging (For SuperStructure)Concrete Quantity for RCC Columns (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Cum 6077.17 6077.17 66.0 False None None False None False 401093.22 0 3409285 120444 None klisjp42 Form work for 0-5m height Staging (For SuperStructure) Concrete Quantity for RCC Slabs (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Cum 4340.84 4340.84 92.88 False None None False None False 403177.2192 0 3409286 120444 None klisjp43 Form work for 0-5m height Staging (For SuperStructure)Concrete Quantity for RCC Beams, Lintels (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Cum 5209.0 5209.0 48.9 False None None False None False 254720.1 0 3409287 120444 None klisjp44 Form work for 5-10m height Staging (For SuperStructure) Concrete Quantity for RCC Columns (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Cum 6806.44 6806.44 60.6 False None None False None False 412470.264 0 3409288 120444 None klisjp45 Form work for 5-10m height Staging (For SuperStructure Concrete Quantity for RCC Slabs (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Cum 4861.74 4861.74 26.99 False None None False None False 131218.3626 0 3409289 120444 None klisjp46 Form work for 5-10m height Staging (For SuperStructureConcrete Quantity for RCC Beams, Lintels (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Cum 5834.08 5834.08 52.95 False None None False None False 308914.536 0 3409290 120444 None klisjp47 Form work for 10-15m height Staging (For SuperStructureConcrete Quantity for RCC Columns (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Cum 6927.98 6927.98 21.96 False None None False None False 152138.4408 0 3409291 120444 None klisjp48 Form work for 10-15m height Staging (For SuperStructureConcrete Quantity for RCC Beams, Lintels (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) Cum 5938.27 5938.27 51.93 False None None False None False 308374.3611 0 3409292 120444 None klisjp49 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 L per 50 kg of cement or as per direction of Engineer incharge.For all slabs in Delivery/Motor Floor Level (Common SR 2023-24 - Item no 9.2, Pg 59 of Vol-2) Sqm 991.19 991.19 881.67 False None None False None False 873902.4873 0 3409293 120444 None klisjp50 Providing and laying Polished Glazed Vitrified tiles with thickness 10mm in floor with different sizes with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm (Common SR 2023-24 - Item no 9.22.2, Pg 62 of Vol-2) Sqm 1642.91 1642.91 160.0 False None None False None False 262865.6 0 3409294 120444 None klisjp51 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 (Common SR 2023-24 - Item no 2.11, Pg 18 of Vol-1) For All RCC Works t 110837.22 110837.22 667.69 False None None False None False 74004903.4218 0 3409295 120444 None klisjp52 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.(Common SR 2023-24 - Item no 1.9, Pg 7 of Vol-1)Filling Behind JWPH and Forebay Cum 329.57 329.57 12436.51 False None None False None False 4098700.6007 0 3409296 120444 None klisjp53 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.(Common SR 2023-24 - Item no 13.34, Pg 123 of Vol-2) l 11.15 11.15 2000.0 False None None False None False 22300.0 0 3409297 120444 None klisjp54 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Common SR 2023-24 - Item no 6.8, Pg 14 of Vol-2)Total Brickwork Sqm 9873.59 9873.59 402.77 False None None False None False 3976785.8443 0 3409298 120444 None klisjp55 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Common SR 2023-24 - Item no 11.6.2, Pg 78 of Vol-2) Sqm 3101.22 3101.22 36.0 False None None False None False 111643.92 0 3409299 120444 None klisjp56 Providing and fixing galvalume/ cladding sheets for roof with necessary fixtures etc., including cost of all materials, machinery, labour, scaffolding etc., complete with lead upto 50m and all lifts.(Market rate) Market Rate Sqm 5060.25 5060.25 236.3 False None None False None False 1195737.075 0 3409300 120444 None klisjp57 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.(Common SR 2023-24 - Item no 11.2, Pg 77 of Vol-2) Kg 140.0 140.0 4918.12 False None None False None False 688536.8 0 3409301 120444 None klisjp58 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasketetc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Common SR 2023-24 - Item no 11.37.1, Pg 89 of Vol-2) Sqm 1224.13 1224.13 51.12 False None None False None False 62577.5256 0 3409302 120444 None klisjp59 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials, labour, usage charges of machinery complete as per specifications.(Common SR 2023-24 - Item no 11.35.1.1, Pg 87 of Vol-2) Sqm 560.03 560.03 562.0 False None None False None False 314736.86 0 3409303 120444 None klisjp60 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3coarse sand) finished with a floating coat of neat cement to brick masonry 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 Engineerin-charge.(Common SR 2023-24 - Item no 8.6.1, Pg 42 of Vol-2) Sqm 400.19 400.19 4237.11 False None None False None False 1695649.0509 0 3409304 120444 None klisjp61 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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.(Common SR 2023-24 - Item no 8.28, Pg 45 of Vol-2) Sqm 110.27 110.27 2665.0 False None None False None False 293869.55 0 3409305 120444 None klisjp62 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge.(Common SR 2023-24 - Item no 8.63, Pg 51 of Vol-2) Sqm 101.59 101.59 4235.91 False None None False None False 430326.0969 0 3409306 120444 None klisjp63 Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment,including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete.(Common SR 2023-24 - Item no 16.23, Pg 196 of Vol-5) Set 3176.79 3176.79 10.0 False None None False None False 31767.9 0 3409307 120444 None klisjp64 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineerin- charge. (Made of G.I. wire of dia 4 mm)(Common SR 2023-24 - Item no 11.58, Pg 95 of Vol-2) m 994.92 994.92 100.0 False None None False None False 99492.0 0 3409308 120444 None klisjp65 Design, fabrication, supply, erection and commissioning of embedded parts consisting of liners for trash rack grooves ( for coarse and fine screens ) with all accessories for pump house intake structure including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings. Note: 1. Wt of 1 set of embedded parts in tonnes = 100 to 125 kg / m height 2. Quantity of structural steel = 100.0 % of computed weight for 1 set. (Common SR 2023-24 - Item no 6.32, Pg 84 of Vol-4: Part I) t 214223.09 214223.09 20.8 False None None False None False 4455840.272 0 3409309 120444 None klisjp66 Design, fabrication, supply, erection and commissioning of trash racks consisting of a number of panels of suitable height with vertical trash bars welded to structural steel frame at wider interval and provided with weld mesh frame for pump house intake structure including cost of all materials,machinery, labour, cutting, aligning, welding, finishing,cleaning, applying one coat of zinc rich epoxy primer and four coats cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials. Note: 1. Wt of trash rack panels for 1 vent in t = 0.0375 x ( L2 x H x h )0.716 Where ( L ) is length = Clear distance between piers in m . 0.20m. ( H ) is total height of trash rack panels in m ( h ) is head of water above sill of trash rack in m = FSL - Sill level 2. Quantity of structural steel = 100.0 % of computed weight.(Common SR 2023-24 - Item no 6.33, Pg 84 of Vol-4: Part I) t 163300.19 163300.19 3.53 False None None False None False 576449.6707 0 3409310 120444 None klisjp67 Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal seats, guide rails, gate groove liners etc., with all accessories for pump house intake stoplog gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing,cleaning, applying one coat zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials.Note: 1.Wt of 1 set of embedded parts in tonnes = 0.0665 x ( L2 x H x h )0.716. Where ( L ) is length = Clear distance between piers in m . 0.50 m. ( H ) is total height of stoplog gate in m = FSL - Sill level . 0.30 m ( h ) is head of water above sill of gate in m = FSL - Sill level 2. Quantity of structural steel = 95.9 % of computed weight for 1 set.(Common SR 2023-24 - Item no 6.34, Pg 85 of Vol-4: Part I) t 226984.8 226984.8 12.33 False None None False None False 2798722.584 0 3409311 120444 None klisjp68 Design, fabrication, supply, erection, testing and commissioning of sliding type stoplog gate consisting of skin plate, horizontal and vertical girders, lifting hooks, bronze padded slide blocks, stiffeners, guide shoes, rubber seals with all accessories for pump house intake vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings. Note:1. Wt of 1 stoplog gate in tonnes = 0.0995 ( L2 x H x h )0.716 Where ( L ) is length = Clear distance between piers in m . 0.50 m. ( H ) is total height of stoplog gate in m = FSL - Sill level . 0.30 m ( h ) is head of water above sill of gate in m = FSL - Sill level 2. Quantity of structural steel = 98.5 % of computed weight for 1 gate.(Common SR 2023-24 - Item no 6.35, Pg 85 of Vol-4: Part I) t 199479.0 199479.0 1.84 False None None False None False 367041.36 0 3409312 120444 None klisjp69 Design, fabrication, supply, erection and commissioning of electrically operated mono-rail hoist assembly consisting of electric motor, rope drum, gear system, wire rope with lifting attachment, festoon cabling etc., with all accessories for operating pump house stop-log gate including cost of all materials ( excluding providing mono-rail hoist supporting structure and mono-rail with fixtures ), machinery, labour, cleaning, greasing etc., complete as per specifications and approved drawings Note: 1. Hoist capacity = 1.50 x weight of stop-gate (Common SR 2023-24 - Item no 6.36, Pg 85 of Vol-4: Part I) t 79791.59 79791.59 2.77 False None None False None False 221022.7043 0 3409313 120444 None klisjp70 Design, fabrication, supply, erection and commissioning of structural steel hoist supporting structure consisting of columns, cross beams, bracings, stiffeners, mono-rail with fixtures etc., with all accessories for electrically operated monorail rope drum hoist for operating pump house intake vertical lift gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying two coats of zinc chromate red oxide primer and three coats of synthetic enamel paint etc., complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials. Note: 1. Columns with bracings / anchors / stiffeners: 150 kg per metre height. Weight proposed above is for each intake vent 2. Mono rail beam with cross beams : 100 kg per metre length 3. Quantity of structural steel = 97.8 % of computed weight for 1 span.(Common SR 2023-24 - Item no 6.37, Pg 86 of Vol-4: Part I) t 168751.8 168751.8 19.56 False None None False None False 3300785.208 0 1719647579000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure A Drilling of Borewells to Provide Water 291872.77 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409314 120445 None klisb1 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.(Common SR Item No.12.32 in Vol-5 (CHAP-12), Pg-143 , for 2023-24) Casing Pipe ISI Mark 175 mm Mtr 2394.98 2394.98 100.0 False None None False None False 239498.0 0 3409315 120445 None klisb2 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 (Common SR Item No.12.34 in Vol-5 (CHAP-12), Pg-143 for 2023-24) MS casing caps No 203.19 203.19 6.0 False None None False None False 1219.14 0 3409316 120445 None klisb3 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 (Common SR Item No.12.33 in Vol-5 (CHAP-12), Pg-143 for 2023-24) MS collar 175 mm No 185.85 185.85 8.0 False None None False None False 1486.8 0 3409317 120445 None klisb4 Geophysical investigation at site for sinking borewells for Providing 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 20M (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. etc. complete.(Common SR Item No.12.4 in Vol-5 (CHAP-12), Pg-140 for 2023-24) No 6551.83 6551.83 1.0 False None None False None False 6551.83 0 3409318 120445 None klisb5 Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m depth) (Common SR Item No.12.2 page 139 of Vol-5, for 2023-24) i)Borewell depth of 0 to 50 Mtrs Rmtr 382.85 382.85 50.0 False None None False None False 19142.5 0 3409319 120445 None klisb6 Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m depth) (Common SR Item No.12.2 page 139 of Vol-5, for 2023-24)ii)Borewell depth of 50 to 100 Mtrs Rmtr 479.49 479.49 50.0 False None None False None False 23974.5 0 1719647579000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-B Construction of Toilet in JWPH 66651.56 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409320 120446 None klistoilet1 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:(Common SR item No.10.1 in Vol-5 (CHAP-12), Pg-113 for 2023-24) PVC pipes 25mm dia, 10 kg/sqcm & class 5 m 59.47 59.47 15.0 False None None False None False 892.05 0 3409321 120446 None klistoilet2 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:(Common SR item No.10.1 in Vol-5 (CHAP-12), Pg-113 for 2023-24) pipes 90mm dia., 6 kg/sqcm & class 3 m 364.26 364.26 15.0 False None None False None False 5463.9 0 3409322 120446 None klistoilet3 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.(Common SR item No. 9.7 in Vol-2, Pg.no.59 for 2023-24) Sqm 1543.79 1543.79 21.0 False None None False None False 32419.59 0 3409323 120446 None klistoilet4 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous chinaflushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required (Common SR item No. 14.3 in Vol-2, Pg.no.131 for 2023-24 Each 7405.5 7405.5 1.0 False None None False None False 7405.5 0 3409324 120446 None klistoilet5 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.(Common SR item No. 14.23, in Vol-2, Pg.no.135 for 2023-24) Each 1429.81 1429.81 2.0 False None None False None False 2859.62 0 3409325 120446 None klistoilet6 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap (Common SR item No. 14.7.4, in Vol-2, Pg.no.132 for 2023-24) Cum 2905.45 2905.45 2.0 False None None False None False 5810.9 0 3409326 120446 None klistoilet7 Septic tank construction for 3000 lts Lump sum amount Each 11800.0 11800.0 1.0 False None None False None False 11800.0 0 1719647579000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-C Construction of Watchman Quarters 1330407.34 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409327 120447 None kliswq1 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 In all kinds of soils Depth upto 3 m (Common SR item No 1.14.1 in Vol-1,Pg.no.8 for 2023-24) Cum 131.5 131.5 18.99 False None None False None False 2497.185 0 3409328 120447 None kliswq2 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 In ordinary/soft rock without blasting upto 1.5 m depth (Common SR item No 1.15.1 in Vol-1,Pg.no.8 for 2023-24) Cum 467.09 467.09 2.11 False None None False None False 985.5599 0 3409329 120447 None kliswq3 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.50m (Common SR item No. 1.16.1 in Vol-1, Pg.no.9 for 2023-24) Cum 692.06 692.06 7.59 False None None False None False 5252.7354 0 3409330 120447 None kliswq4 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (Common SR item No. 2.1.2 in Vol-1, Pg.no.15 for 2023-24) Cum 7017.7 7017.7 4.46 False None None False None False 31298.942 0 3409331 120447 None kliswq5 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Common SR item No. 5.4 in Vol-2, Pg.no.9 for 2023-24) Cum 7915.98 7915.98 39.39 False None None False None False 311810.4522 0 3409332 120447 None kliswq6 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 needle 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR item No. 2.2.1 in Vol-1, Pg.no.15 for 2023-24) Cum 7850.31 7850.31 2.77 False None None False None False 21745.3587 0 3409333 120447 None kliswq7 Formwork For Staging (Foundation works) Plinth beam Cum 628.02 628.02 2.77 False None None False None False 1739.6154 0 3409334 120447 None kliswq8 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.(Common SR Item No.1.9 in Vol-1, Pg.no.7 for 2023-24) Cum 329.58 329.58 8.69 False None None False None False 2864.0502 0 3409335 120447 None kliswq9 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Common SR item No. 6.8 in Vol-2, Pg.no.14 for 2023-24) Cum 9873.6 9873.6 19.05 False None None False None False 188092.08 0 3409336 120447 None kliswq10 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Common SR item No. 6.15 in Vol-2, Pg.no.14 for 2023-24) Sqm 1279.89 1279.89 2.16 False None None False None False 2764.5624 0 3409337 120447 None kliswq11 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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 (Common SR item No.2.5.2 in Vol-1, Pg.no.16 for 2023-24) RCC Beams, Lintels Cum 8478.48 8478.48 2.12 False None None False None False 17974.3776 0 3409338 120447 None kliswq12 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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 (Common SR item No.2.5.2 in Vol-1, Pg.no.16 for 2023-24)RCC Roof Slabs Cum 8478.48 8478.48 5.96 False None None False None False 50531.7408 0 3409339 120447 None kliswq13 Formwork For Staging (For Super Structure) 0-5m Height RCC Beams, Lintels Cum 5087.09 5087.09 2.12 False None None False None False 10784.6308 0 3409340 120447 None kliswq14 Formwork For Staging (For Super Structure) 0-5m Height RCC Roof Slabs Cum 4239.24 4239.24 5.96 False None None False None False 25265.8704 0 3409341 120447 None kliswq15 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 (Common SR item No. 2.11 in Vol-1, Pg.no.18 for 2023-24) t 110837.23 110837.23 0.58 False None None False None False 64285.5934 0 3409342 120447 None kliswq16 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Common SR item No. 11.11.2 in Vol-2, Pg.no.80 for 2023-24) Sqm 132.58 132.58 18.45 False None None False None False 2446.101 0 3409343 120447 None kliswq17 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (Common SR item No. 11.34A in Vol-2, Pg.no.86 for 2023-24) Kg 208.16 208.16 176.4 False None None False None False 36719.424 0 3409344 120447 None kliswq18 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge.(Common SR item No. 12.54 in Vol-2, Pg.no.104 for 2023-24) Sqm 394.01 394.01 1.89 False None None False None False 744.6789 0 3409345 120447 None kliswq19 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Common SR item No. 11.30.1 in Vol-2, Pg.no.84 for 2021-22) Sqm 1129.97 1129.97 8.37 False None None False None False 9457.8489 0 3409346 120447 None kliswq20 Providing and laying Polished Glazed Vitrified tiles with thickness 10mm in floor with different sizes with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).(Common SR item No. 9.22.2 in Vol-2, Pg.no.62 for 2023-24) Sqm 1642.92 1642.92 36.68 False None None False None False 60262.3056 0 3409347 120447 None kliswq21 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.(Common SR item No. 9.38 in Vol-2, Pg.no.65 for 2023-24) Sqm 1724.69 1724.69 2.83 False None None False None False 4880.8727 0 3409348 120447 None kliswq22 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.(Common SR item No. 9.7 in Vol-2, Pg.no.59 for 2023-24) Sqm 1543.8 1543.8 6.51 False None None False None False 10050.138 0 3409349 120447 None kliswq23 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry 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.(Common SR item No. 8.8 in Vol-2, Pg.no.42 for 2023-24) Sqm 459.67 459.67 278.46 False None None False None False 127999.7082 0 3409350 120447 None kliswq24 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3coarse sand) finished with a floating coat of neat cement to brick masonry 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 Engineerin-charge. (Common SR Item No.8.6.1 in Vol-2, Pg.no.42 for 2023-24) Sqm 400.2 400.2 29.79 False None None False None False 11921.958 0 3409351 120447 None kliswq25 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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. (Common SR item No. 8.39 in Vol-2, Pg.no.48 for 2023-24) Sqm 157.36 157.36 308.26 False None None False None False 48507.7936 0 3409352 120447 None kliswq26 Finishing walls with water proofing cement paint of required shade : Old work (one coats @ 2.20 kg/10 m²) complete. including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Common SR item No. 8.72.2 in Vol-2, Pg.no.52 for 2023-24) Sqm 69.39 69.39 154.38 False None None False None False 10712.4282 0 3409353 120447 None kliswq27 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (Common SR item No. 8.51 in Vol-2, Pg.no.50 for 2023-24) Sqm 123.9 123.9 115.71 False None None False None False 14336.469 0 3409354 120447 None kliswq28 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. (Common SR item No. 13.34 in Vol-2, Pg.No.124 for 2023-24) Sqm 11.16 11.16 500.0 False None None False None False 5580.0 0 3409355 120447 None kliswq29 Water supply and sanitary works 8% of Estimated amount LS 86571.88 86571.88 1.0 False None None False None False 86571.88 0 3409356 120447 None kliswq30 Electricity 10% of Estimated amount LS 108215.44 108215.44 1.0 False None None False None False 108215.44 0 3409357 120447 None kliswq31 Miscellaneous 5% of Estimated amount LS 54107.54 54107.54 1.0 False None None False None False 54107.54 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Jackwell Approach Road 31350498.36 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409358 120448 None klisjar1 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.(Common SR Item No 2.4, page 9 Vol-3 for 2023-24) (iiiA) By Mechanical means using Motor Grader In area of light jungle Sqm 4.88 4.88 7750.0 False None None False None False 37820.0 0 3409359 120448 None klisjar2 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 machinery & other appurtenances required to complete the work.In all kinds of soils Depth upto 3 m (Common SR Item No.1.14.1, Page 8 Vol-1 for 2023-24) Cum 131.52 131.52 1586.25 False None None False None False 208623.6 0 3409360 120448 None klisjar3 Cement stabilisation in Embankment Providing, laying and spreading available soil in the embankment on a prepared surface, pulverising, mixing the spreaded soil in place with Soil Stabilisor with 2% of cement using Binder spreader machine grading with the motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved embankment.(Common SR Item No.4.5 in Vol-3, Pg-24 for 2023-24) Cum 1339.36 1339.36 15679.5 False None None False None False 21000495.12 0 3409361 120448 None klisjar4 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 (Common SR Item No.3.6, Vol-3, Pg.No.17 for 2023-24) Cum 610.83 610.83 790.86 False None None False None False 483081.0138 0 3409362 120448 None klisjar5 Compacting original ground supporting embankment 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.(Common SR Item No.3.7 ,Vol-3,Pg.No.17 for 2023-24) Cum 130.1 130.1 8146.8 False None None False None False 1059898.68 0 3409363 120448 None klisjar6 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v)For Grading -V Material (Common SR Item No.4.2 Vol-3, Pg.No.23 for 2023-24) Cum 2922.81 2922.81 409.68 False None None False None False 1197416.8008 0 3409364 120448 None klisjar7 Wet Mix Macadam (Plant mix method) 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.(Common SR Item No.4.17, Vol-3 ,Pg.No.26 for 2023-24) Cum 3170.61 3170.61 375.0 False None None False None False 1188978.75 0 3409365 120448 None klisjar8 Prime Coat over WMM/WBM Prime Coat over WMM/WBM: 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 0.70 kg per m2 using mechanical means.(Common SR Item No.5.1 Vol-3 ,Pg.No.29 for 2023-24) Sqm 50.8 50.8 2250.0 False None None False None False 114300.0 0 3409366 120448 None klisjar9 Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.(Common SR Item No.5.33 of Vol-3, Pg-43 for 2023-24) Sqm 18.59 18.59 2250.0 False None None False None False 41827.5 0 3409367 120448 None klisjar10 Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.(Common SR Item No.8.31 Page 71 Vol-3 for 2023-24) Sqm 232.94 232.94 2250.0 False None None False None False 524115.0 0 3409368 120448 None klisjar11 Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30 (ii) Case - II : Type B Premix Sand Seal coat (Common SR Item No.5.21, Vol-3 ,Pg.No.39 for 2023-24) Sqm 64.43 64.43 2250.0 False None None False None False 144967.5 0 3409369 120448 None klisjar12 Providing and Fixing 'Logo Board ' of PMGSY at Starting Point Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing. A) Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 (Common SR Item No.16.30,Vol-3 ,Pg.No.150 for 2023-24) Each 12725.77 12725.77 20.0 False None None False None False 254515.4 0 3409370 120448 None klisjar13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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.(Common SR Item No.8.15, Page 67 ,Vol-3 for 2023-24) Sqm 656.67 656.67 100.0 False None None False None False 65667.0 0 3409371 120448 None klisjar14 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(Common SR Item No.8.43 , Page 74 Vol-3 for 2023-24) Each 452.24 452.24 150.0 False None None False None False 67836.0 0 3409372 120448 None klisjar15 Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 (Common SR Item No.8.25 , Page 69 Vol-3 for 2023-24) m 4509.96 4509.96 1100.0 False None None False None False 4960956.0 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME APPENDIX12.3-CONSTRUCTIONOFBOXCULVERT 4692329.49 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409373 120449 None klisbox1 Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated 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 (Common SR Item No 1.14 in Vol-1,Pg-8 for 2023-24) In all kinds of soils Depth upto 3 m Cum 126.38 126.38 323.25 False None None False None False 40852.335 0 3409374 120449 None klisbox2 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.(Common SR Item No 2.1 & 2.1.6 in Vol-1,Part Pg-15 for 2023-24) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 7735.08 7735.08 43.47 False None None False None False 336243.9276 0 3409375 120449 None klisbox3 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 needle 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.(Common SR Item No 2.2 2.2.5 in Vol-1, Pg-15 for 2023-24) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8052.27 8052.27 44.24 False None None False None False 356232.4248 0 3409376 120449 None klisbox4 Form work for Staging (For Foundations) (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) 0-5m height Concrete Quantity for All other Types Cum 241.57 241.57 44.24 False None None False None False 10687.0568 0 3409377 120449 None klisbox5 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.(Common SR Item No 2.4, 2.4.4 in Vol-1, Pg-16 for 2023-24) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8353.34 8353.34 180.87 False None None False None False 1510868.6058 0 3409378 120449 None klisbox6 Form work for Staging (Sub Structure) (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) 0-5m height Concrete Quantity for Box Culvert Cum 1670.67 1670.67 180.87 False None None False None False 302174.0829 0 3409379 120449 None klisbox7 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, haooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification.(Common SR Item No 2.11 in Vol-1, Pg-18 for 2023-24) t 110075.24 110075.24 14.64 False None None False None False 1611501.5136 0 3409380 120449 None klisbox8 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification (Common SR Item No 12.3 in Vol-3, Pg-117 for 2023-24) Cum 1447.16 1447.16 261.02 False None None False None False 377737.7032 0 3409381 120449 None klisbox9 Providing and constructing contraction joints by fixing 310 mm wide central bulb type approved quality PVC water stop in two lines with 8 mm dia. steel dowel rods on either side at 1 m interval, foming 125 x 125 mm size groove in between two water stops for fillinf asphalt, fixing 15 mm dia two legged G.I pipe with U-bend at bottom for circulating steam at interval and foming 150 mm dia fomed drain behind water seals including cost of all materials, machinery, labour, filling asphalt in groove, circulation of steam through pipes, vulcanizing water seal joints and all other ancillary operations complete. (Common SR Vol - 4 (Part I), Item No. 2.24, Page 41 of CSoR 2023-24) m 3042.33 3042.33 48.0 False None None False None False 146031.84 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-E Construction of Embakment 20232046.84 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409382 120450 None klisembak1 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.(Common SR Item No.1.9 in Vol-1, Pg.no.7 for 2023-24) Cum 329.58 329.58 21207.0 False None None False None False 6989403.06 0 3409383 120450 None klisembak2 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. (SR Item No.1.8, page 7,Vol-1 for 2023-24) 0 to 1.50m Lift Cum 587.29 587.29 6339.0 False None None False None False 3722831.31 0 3409384 120450 None klisembak3 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. (SR Item No.1.8, page 7,Vol-1 for 2023-24) 1.50 to 3.0m Lift Cum 616.66 616.66 6517.0 False None None False None False 4018773.22 0 3409385 120450 None klisembak4 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. (SR Item No.1.8, page 7,Vol-1 for 2023-24) 3.0 to 4.50m Lift Cum 647.49 647.49 1529.0 False None None False None False 990012.21 0 3409386 120450 None klisembak5 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. (SR Item No.1.8, page 7,Vol-1 for 2023-24) 4.50 to 6.00m Lift Cum 679.86 679.86 1402.0 False None None False None False 953163.72 0 3409387 120450 None klisembak6 Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete.(SR Item No 3.41, page 54, Vol-4 for 2023-24) Sqm 563.75 563.75 6016.34 False None None False None False 3391711.675 0 3409388 120450 None klisembak7 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineerin- charge. (Made of G.I. wire of dia 4 mm) (Common SR 11.58, Vol-2 in Pg.No-95 for 2023-24) m 994.92 994.92 167.0 False None None False None False 166151.64 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-9 Rising Main 1112282321.59 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409389 120451 None klisrising1 Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations complete.(Common SR Item No.8.3 in Vol-4, Pg.no.101 for 2023-24) Sqm 11.65 11.65 32989.0 False None None False None False 384321.85 0 3409390 120451 None klisrising2 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 (Common SR Item No.1.17.1 in Vol-1, Pg.no.10 for 2023-24) Cum 324.62 324.62 50586.66 False None None False None False 16421441.5692 0 3409391 120451 None klisrising3 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata.Ordinary/soft rock (without requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m (Common SR Item No.1.19.2 in Vol-1, Pg.no.10 for 2023-24) Cum 690.13 690.13 40469.33 False None None False None False 27929098.7129 0 3409392 120451 None klisrising4 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata. Hard rock (requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m (Common SR Item No.1.21.2 in Vol-1, Pg.no.10 for 2023-24) Cum 931.73 931.73 10117.33 False None None False None False 9426619.8809 0 3409393 120451 None klisrising5 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main pipe of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system /for fixing valves and provided with 2 coat of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm thick outer lining of CM 1:3 propotion by volume ( aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure & all necessary works complete as per specifications and approved drawings. Basic Cost of MS Plate is considered as Rs.71,700.00 per MT. Diameter of raising main pipe : ……….mm Thickness of plate :………..mm. Note: Rate per m of pipe = Rate per tonne x weight of pipe per m weight of pipe per m for specified diameter in mm and thickness of plate in mm = 0.597x diameter of pipe in mm x plate thickness in mm / 24000 (Refer Annexure-10A for Data Rate of E-300/Fe 440 Grade) E-300 / Fe 440 For 1610 Inner Dia, 10mm thick Pipe from Chainage 0+000 to 9+460m Rmtr 66210.99 66210.99 9650.0 False None None False None False 638936053.5 0 3409394 120451 None klisrising6 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main pipe of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system /for fixing valves and provided with 2 coat of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm thick outer lining of CM 1:3 propotion by volume ( aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure & all necessary works complete as per specifications and approved drawings. Basic Cost of MS Plate is considered as Rs.71,700.00 per MT. Diameter of raising main pipe : ……….mm Thickness of plate :………..mm. Note: Rate per m of pipe = Rate per tonne x weight of pipe per m weight of pipe per m for specified diameter in mm and thickness of plate in mm = 0.597x diameter of pipe in mm x plate thickness in mm / 24000 (Refer Annexure-13B for Data Rate of E-300/Fe 440 Grade) E-250 / Fe 410 For 1300 Inner Dia, 8mm thick Pipe from Chainage 9+460 to 17+110 m Rmtr 41487.71 41487.71 7803.0 False None None False None False 323728601.13 0 3409395 120451 None klisrising7 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main pipe of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system /for fixing valves and provided with 2 coat of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm thick outer lining of CM 1:3 propotion by volume ( aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure & all necessary works complete as per specifications and approved drawings. Basic Cost of MS Plate is considered as Rs.71,700.00 per MT. Diameter of raising main pipe : ……….mm Thickness of plate :………..mm. Note: Rate per m of pipe = Rate per tonne x weight of pipe per m weight of pipe per m for specified diameter in mm and thickness of plate in mm = 0.597x diameter of pipe in mm x plate thickness in mm / 24000 E-250 / Fe 410 For 1000 Inner Dia, 6mm thick Pipe from Chainage 9+460 to 0+020m Rmtr 23935.22 23935.22 21.0 False None None False None False 502639.62 0 3409396 120451 None klisrising8 Providing and applying pipe coating of fibres, coal tar and solvent based rubber modified bituminous primer of density 0.92 gms/cu cm and viscosity of 1000-2000 cps @ 150 gms/sqm followed by seven layers(4mm thick) of polythene polymerised bitumen and polyester of local 7 layers) pipe coat 4 mm should conform to requirement of IS-10221 and AWWA C-203 for prefabricated tapes including covering cost on pipe coating. Rates shall include cost of material coating and wrapping over the pipes,handling charges, preparation of pipe surface, all labour, material,etc.complete.(SR Item No.19 of page No.189 of Maharastra SR SECTION-I(XVI) for 2023-24) Sqm 936.92 936.92 74725.43 False None None False None False 70011749.8756 0 3409397 120451 None klisrising9 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent etc., complete with all lead and lifts.(Common SR Item No.4.15 in Vol-4 , Pg.no.61 for 2023-24) Cum 1015.98 1015.98 3588.73 False None None False None False 3646077.9054 0 3409398 120451 None klisrising10 Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications (Common SR Item No.1.10 in Vol-1, Pg.no.7 for 2023-24) Cum 198.24 198.24 70689.93 False None None False None False 14013571.7232 0 3409399 120451 None klisrising11 Providing and fixing 200 x 200 x 750 mm roughly dressed boundary / demarcation / chainage / arrow stones including cost of all materials, labour, engraving marks, excavating pit, fixing in position, murum filling with all other ancillary operations complete.(Common SR Item No.8.7 in Vol-4 , Pg-120 for 2023-24) Each 334.53 334.53 1717.0 False None None False None False 574388.01 0 3409400 120451 None klisrising12 Kilometre Stone: Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (Common SR Item No.8.16 in Vol-3, Pg-67 for 2023-24) Each 3626.56 3626.56 18.0 False None None False None False 65278.08 0 3409401 120451 None klisrising13 Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make bodyand seat ring of bronze PN 1.6 conforming to IS:14845 of specified diameter with all fixturesincluding cost of all materials, machinery, labour and all other anicillary operations complete .(Common SR Item No.8.36 in Vol-4, Pg.no.107 for 2023-24) PN 1.6 - 150mm dia No 74302.83 74302.83 4.0 False None None False None False 297211.32 0 3409402 120451 None klisrising14 Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make bodyand seat ring of bronze PN 1.0 conforming to IS:14845 of specified diameter with all fixturesincluding cost of all materials, machinery, labour and all other anicillary operations complete .(Common SR Item No.8.37 in Vol-4, Pg.no.108 for 2023-24) PN 1.0 - 150mm dia No 73237.29 73237.29 66.0 False None None False None False 4833661.14 0 3409403 120451 None klisrising15 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete (Common SR Item No.2.24 in Vol-5 (CHAP-2), Pg.no.22 for 2023-24) PN 16- 200mm dia No 40931.61 40931.61 2.0 False None None False None False 81863.22 0 3409404 120451 None klisrising16 Supplying, fixing and commissioning C.I Scour valve (sluice valve) of approved make bodyand seat ring of bronze PN 1.0 conforming to IS:14846 of specified diameter and to withstand specified pressure with all accessoreis true to line and perfect linkingwith pipes on either side including loading, unloading, lifting and placing in position, cleaning ends, inserting gaskets into correct position, jointing pipes and valve to form water tight joint, cost of all jointing materials, machinery,labour and all other ancillary operations complete.(Common SR Item No.2.23 in Vol-4 Part-I, Pg.no107 for 2023-24) PN 10 - 200mm dia No 40849.83 40849.83 35.0 False None None False None False 1429744.05 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-A Air Valve Chamber 7090854.46 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409405 120452 None klisairvalve1 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.In all kinds of soils Depth upto 3 m (Common SR Vol-1, Item No.1.14, 1.14.1,Page 8 of CSoR 2023-2024) Cum 131.51 131.51 537.6 False None None False None False 70699.776 0 3409406 120452 None klisairvalve2 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 In ordinary/soft rock without blasting upto 1.5 m depth (Common SR Vol-1, Item No.1.15, 1.15.1,Page 8 of CSoR 2023-2024) Cum 467.96 467.96 268.8 False None None False None False 125787.648 0 3409407 120452 None klisairvalve3 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 In ordinary/soft rock without blasting In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m (Common SR Vol-1, Item No.1.15, 1.15.2,Page 8 of CSoR 2023-2024) Cum 558.58 558.58 161.35 False None None False None False 90126.883 0 3409408 120452 None klisairvalve4 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 3 m but not excceding 4.5 m (Common SR Vol-1, Item No.1.16, 1.16.3,Page 9 of CSoR 2023-2024) Cum 894.06 894.06 107.45 False None None False None False 96066.747 0 3409409 120452 None klisairvalve5 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-1, Item No. 2.1, 2.1.6,Page 15 of CSoR 2023-2024) Cum 7735.08 7735.08 40.25 False None None False None False 311336.97 0 3409410 120452 None klisairvalve6 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 requirement 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 (Common SR Vol-1, Item No.2.4, 2.4.3 ,Page 16 of CSoR 2023-2024) Cum 7850.31 7850.31 378.0 False None None False None False 2967417.18 0 3409411 120452 None klisairvalve7 Formwork for Staging (Sub structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 0.0 m to 5.0 m Height Cum 785.04 785.04 378.0 False None None False None False 296745.12 0 3409412 120452 None klisairvalve8 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 (Common SR Vol-1, Item No.2.11,Page 18 of CSoR 2023-2024) t 97894.63 97894.63 30.09 False None None False None False 2945649.4167 0 3409413 120452 None klisairvalve9 Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment,including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete.(Common SR Vol-5 (CHAP- 16), Item No.16.23,Page 196 of CSoR 2023-2024) Set 3176.8 3176.8 35.0 False None None False None False 111188.0 0 3409414 120452 None klisairvalve10 Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications (Common SR Vol-1, Item No.1.10,Page 7 of CSoR 2023-2024) Cum 198.24 198.24 382.55 False None None False None False 75836.712 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-B Scour Valve Chamber 3410241.38 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409415 120453 None klissvc1 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. In all kinds of soils Depth upto 3 m (Common SR Vol-1, Item No.1.14, 1.14.1,Page 8 of CSoR 2023-2024) Cum 131.51 131.51 235.08 False None None False None False 30915.3708 0 3409416 120453 None klissvc2 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 In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m (Common SR Vol-1, Item No.1.15, 1.15.2,Page 8 of CSoR 2023-2024) Cum 558.58 558.58 179.64 False None None False None False 100343.3112 0 3409417 120453 None klissvc3 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 In ordinary/soft rock without blasting Depth exceeding 3 m but not exceeding 4.5 m (Common SR Vol-1, Item No.1.15, 1.15.3,Page 8 of CSoR 2023-2024) Cum 620.17 620.17 8.28 False None None False None False 5135.0076 0 3409418 120453 None klissvc4 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 3 m but not excceding 4.5 m (Common SR Vol-1, Item No.1.16, 1.16.3,Page 9 of CSoR 2023-2024) Cum 894.06 894.06 46.98 False None None False None False 42002.9388 0 3409419 120453 None klissvc5 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-1, Item No.2.1, 2.1.6,Page 15 of CSoR 2023-2024) Cum 7735.08 7735.08 13.86 False None None False None False 107208.2088 0 3409420 120453 None klissvc6 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 requirement 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 (Common SR Vol-1, Item No.2.4, 2.4.3, Page 16 of CSoR 2023-2024) Cum 7850.31 7850.31 183.96 False None None False None False 1444143.0276 0 3409421 120453 None klissvc7 Formwork for Staging (for Sub structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 0.0 m to 5.0 m Height Cum 785.04 785.04 183.96 False None None False None False 144415.9584 0 3409422 120453 None klissvc8 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 (Common SR Vol-1, Item No.2.11,Page 18 of CSoR 2023-2024) t 97894.63 97894.63 14.76 False None None False None False 1444924.7388 0 3409423 120453 None klissvc9 Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment,including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete.(Common SR Vol-5 (CHAP- 16), Item No.16.23,Page 196 of CSoR 2023-2024) Set 3176.8 3176.8 18.0 False None None False None False 57182.4 0 3409424 120453 None klissvc10 Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications (Common SR Vol-1, Item No.1.10,Page 7 of CSoR 2023-2024) Cum 198.24 198.24 171.36 False None None False None False 33970.4064 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-C Thrust Block 0 to 15 degree Bends 1757350.99 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409425 120454 None klistb1 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 In all kinds of soils Depth upto 3 m (Common SR item No 1.14.1 in Vol-1,Pg.no.8 for 2023-24) Cum 131.5 131.5 81.0 False None None False None False 10651.5 0 3409426 120454 None klistb2 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 In ordinary/soft rock without blasting depth 1.5 m but not exceeding 3m (Common SR item No 1.15.2 in Vol-1,Pg.no.8 for 2023-24) Cum 558.58 558.58 64.8 False None None False None False 36195.984 0 3409427 120454 None klistb3 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 1.5 m but not excceding 3 m (Common SR Vol-1, Item No.1.16, 1.16.2,Page 9 of CSoR 2023-2024) Cum 781.02 781.02 16.2 False None None False None False 12652.524 0 3409428 120454 None klistb4 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Common SR item no. 2.1.6 of Vol-1, Pg.no.15 for 2023-24) Cum 7735.08 7735.08 9.72 False None None False None False 75184.9776 0 3409429 120454 None klistb5 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 requirement 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 (Common SR item no. 2.4.3 of Common SR Vol-1, Pg.no.16 for 2023-24) Cum 7850.3 7850.3 111.24 False None None False None False 873267.372 0 3409430 120454 None klistb6 Form work for Staging (For Sub Structure) (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) 0-5m height Concrete Quantity for Earth retaining Structures Cum 785.03 785.03 111.24 False None None False None False 87326.7372 0 3409431 120454 None klistb7 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 (Common SR item no. 2.11 of Vol-1, Pg.no.18 for 2023-24) t 97894.63 97894.63 6.68 False None None False None False 653936.1284 0 3409432 120454 None klistb8 Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications (Common SR Vol-1, Item No.1.10,Page 7 of CSoR 2023-2024) Cum 198.24 198.24 41.04 False None None False None False 8135.7696 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-C Thrust Block 15 to 30 degree Bends 1556642.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409433 120455 None klistb1 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 In all kinds of soils Depth upto 3 m (Common SR item No 1.14.1 in Vol-1,Pg.no.8 for 2023-24) Cum 131.5 131.5 84.0 False None None False None False 11046.0 0 3409434 120455 None klistb2 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 In ordinary/soft rock without blasting depth 1.5 m but not exceeding 3m (Common SR item No 1.15.2 in Vol-1,Pg.no.8 for 2023-24) Cum 558.58 558.58 49.56 False None None False None False 27683.2248 0 3409435 120455 None klistb3 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 1.5 m but not excceding 3 m (Common SR Vol-1, Item No.1.16, 1.16.2,Page 9 of CSoR 2023-2024) Cum 781.02 781.02 6.09 False None None False None False 4756.4118 0 3409436 120455 None klistb4 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Common SR item no. 2.1.6 of Vol-1, Pg.no.15 for 2023-24) Cum 7735.08 7735.08 6.0 False None None False None False 46410.48 0 3409437 120455 None klistb5 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 requirement 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 (Common SR item no. 2.4.3 of Common SR Vol-1, Pg.no.16 for 2023-24) Cum 7850.3 7850.3 100.74 False None None False None False 790839.222 0 3409438 120455 None klistb6 Form work for Staging (For Sub Structure) (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) 0-5m height Concrete Quantity for Earth retaining Structures Cum 785.03 785.03 100.74 False None None False None False 79083.9222 0 3409439 120455 None klistb7 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 (Common SR item no. 2.11 of Vol-1, Pg.no.18 for 2023-24) t 97894.63 97894.63 6.03 False None None False None False 590304.6189 0 3409440 120455 None klistb8 Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications (Common SR Vol-1, Item No.1.10,Page 7 of CSoR 2023-2024) Cum 198.24 198.24 32.88 False None None False None False 6518.1312 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-C Thrust Block 30 to 45 Degree Bends 1749388.68 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409441 120456 None klistb1 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 In all kinds of soils Depth upto 3 m (Common SR item No 1.14.1 in Vol-1,Pg.no.8 for 2023-24) Cum 131.5 131.5 85.68 False None None False None False 11266.92 0 3409442 120456 None klistb2 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 In ordinary/soft rock without blasting depth 1.5 m but not exceeding 3m (Common SR item No 1.15.2 in Vol-1,Pg.no.8 for 2023-24) Cum 558.58 558.58 53.14 False None None False None False 29682.9412 0 3409443 120456 None klistb3 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 1.5 m but not excceding 3 m (Common SR Vol-1, Item No.1.16, 1.16.2,Page 9 of CSoR 2023-2024) Cum 781.02 781.02 4.06 False None None False None False 3170.9412 0 3409444 120456 None klistb4 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Common SR item no. 2.1.6 of Vol-1, Pg.no.15 for 2023-24) Cum 7735.08 7735.08 5.86 False None None False None False 45327.5688 0 3409445 120456 None klistb5 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 requirement 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 (Common SR item no. 2.4.3 of Common SR Vol-1, Pg.no.16 for 2023-24) Cum 7850.3 7850.3 114.16 False None None False None False 896190.248 0 3409446 120456 None klistb6 Form work for Staging (For Sub Structure) (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) 0-5m height Concrete Quantity for Earth retaining Structures Cum 785.03 785.03 114.16 False None None False None False 89619.0248 0 3409447 120456 None klistb7 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 (Common SR item no. 2.11 of Vol-1, Pg.no.18 for 2023-24) t 97894.63 97894.63 6.84 False None None False None False 669599.2692 0 3409448 120456 None klistb8 Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications (Common SR Vol-1, Item No.1.10,Page 7 of CSoR 2023-2024) Cum 198.24 198.24 22.86 False None None False None False 4531.7664 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-C Thrust Block 45 to 60 Degree Bends 1292636.89 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409449 120457 None klistb1 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 In all kinds of soils Depth upto 3 m (Common SR item No 1.14.1 in Vol-1,Pg.no.8 for 2023-24) Cum 131.5 131.5 71.01 False None None False None False 9337.815 0 3409450 120457 None klistb2 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 In ordinary/soft rock without blasting depth 1.5 m but not exceeding 3m (Common SR item No 1.15.2 in Vol-1,Pg.no.8 for 2023-24) Cum 558.58 558.58 38.2 False None None False None False 21337.756 0 3409451 120457 None klistb3 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 1.5 m but not excceding 3 m (Common SR Vol-1, Item No.1.16, 1.16.2,Page 9 of CSoR 2023-2024) Cum 781.02 781.02 2.03 False None None False None False 1585.4706 0 3409452 120457 None klistb4 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Common SR item no. 2.1.6 of Vol-1, Pg.no.15 for 2023-24) Cum 7735.08 7735.08 4.21 False None None False None False 32564.6868 0 3409453 120457 None klistb5 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 requirement 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 (Common SR item no. 2.4.3 of Common SR Vol-1, Pg.no.16 for 2023-24) Cum 7850.3 7850.3 84.3 False None None False None False 661780.29 0 3409454 120457 None klistb6 Form work for Staging (For Sub Structure) (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) 0-5m height Concrete Quantity for Earth retaining Structures Cum 785.03 785.03 84.3 False None None False None False 66178.029 0 3409455 120457 None klistb7 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 (Common SR item no. 2.11 of Vol-1, Pg.no.18 for 2023-24) t 97894.63 97894.63 5.06 False None None False None False 495346.8278 0 3409456 120457 None klistb8 Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications (Common SR Vol-1, Item No.1.10,Page 7 of CSoR 2023-2024) Cum 198.24 198.24 22.73 False None None False None False 4505.9952 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-E Highway Road Crossing 1077033.55 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409457 120458 None klishrc1 Dismantling of Flexible Pavements Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately As per MoRT&H Specification 202.(Common SR Vol-3, Item No.2.18,Page 11 of CSoR 2023-2024) II By Mechanical Means Cum 398.96 398.96 46.62 False None None False None False 18599.5152 0 3409458 120458 None klishrc2 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 (Common SR Vol-1, Item No.1.17, 1.17.1, Page 10 of CSoR 2023-2024) Cum 324.62 324.62 86.625 False None None False None False 28120.2075 0 3409459 120458 None klishrc3 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 soil Depth exceeding 1.5 m, but not exceeding 3 m(Common SR Vol-1, Item No.1.17, 1.17.1, Page 10 of CSoR 2023-2024) Cum 410.11 410.11 17.33 False None None False None False 7107.2063 0 3409460 120458 None klishrc4 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata.In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m (Common SR Vol-1, Item No.1.19, 1.19.2,Page 10 of CSoR 2023-2024) Cum 690.12 690.12 83.16 False None None False None False 57390.3792 0 3409461 120458 None klishrc5 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata.In Hard Rock ( requiring blasting) Depth exceeding 3 m but not excceding 4.5 m (Common SR Vol-1, Item No.1.21, 1.21.3, Page 10 of CSoR 2023-2024) Cum 1028.37 1028.37 20.79 False None None False None False 21379.8123 0 3409462 120458 None klishrc6 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-1, Item No. 2.1, 2.1.6, Page 15 of CSoR 2023-2024) Cum 7735.08 7735.08 13.43 False None None False None False 103882.1244 0 3409463 120458 None klishrc7 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 requirement 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 (Common SR Vol-1, Item No. 2.4, 2.4.3, Page 16 of CSoR 2023-2024) Cum 7850.3 7850.3 46.81 False None None False None False 367472.543 0 3409464 120458 None klishrc8 Formwork for Staging (for sub structure) 0.0 m to 5.0 m Height (Common SR Vol-1, Item No. 2.6.1, Page 16 of CSoR 2023-2024) Cum 785.03 785.03 46.81 False None None False None False 36747.2543 0 3409465 120458 None klishrc9 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 (Common SR Vol-1, Item No. 2.11, Page 18 of CSoR 2023-2024) Encasement 50 kg/cum Kg 97894.63 97894.63 2.34 False None None False None False 229073.4342 0 3409466 120458 None klishrc10 Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete. (Common SR Vol-4 (Part-I), Item No. 3.3, Page 47 of CSoR 2023-2024) Cum 779.33 779.33 69.3 False None None False None False 54007.569 0 3409467 120458 None klishrc11 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. (Common SR Vol-3, Item No. 4.17, Page 26 of CSoR 2023-2024) Cum 3170.6 3170.6 14.4375 False None None False None False 45775.5375 0 3409468 120458 None klishrc12 Providing and laying Dense Graded Bituminous Macadam with 100 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 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. 505 complete in all respects.(Common SR Vol-3, Item No. 5.13 B, Page 35 of CSoR 2023-2024) Cum 11993.52 11993.52 1.73 False None None False None False 20748.7896 0 3409469 120458 None klishrc13 Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type 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(Common SR Vol-3, Item No. 5.16 B, Page 37 of CSoR 2023-2024) Cum 13461.73 13461.73 0.99 False None None False None False 13327.1127 0 3409470 120458 None klishrc14 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v)For Grading -V Material(Common SR Vol-3, Item No. 4.2 Page 23 of CSoR 2023-2024) Cum 2922.8 2922.8 11.55 False None None False None False 33758.34 0 3409471 120458 None klishrc15 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 (Common SR Vol-3, Item No. 3.6 Page 17 of CSoR 2023-2024) As Per MoRT&H Specification 305. Cum 610.83 610.83 11.55 False None None False None False 7055.0865 0 3409472 120458 None klishrc16 Clearing and Grubbing Road Land: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.(ii) By Mechanical Means using Dozer A. In area of light jungle (Common SR Vol-3, Item No. 2.5 Page 9 of CSoR 2023-2024) As Per MoRT&H Specification 201. Sqm 486.93 486.93 1.3125 False None None False None False 639.095625 0 3409473 120458 None klishrc17 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022.( x ) 80 mm x 60 mm rectangular (Common SR Vol-3, Item No. 8.6 Page 65 of CSoR 2023-2024) As Per MoRT&H Specification 801. No 6820.69 6820.69 2.0 False None None False None False 13641.38 0 3409474 120458 None klishrc18 Kilometre Stone:Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) (Common SR Vol-3, Item No. 8.16 Page 67 of CSoR 2023-2024) As Per MoRT&H Specification 805. No 3626.55 3626.55 5.0 False None None False None False 18132.75 0 3409475 120458 None klishrc19 Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i)Over 10 cm in width (Common SR Vol-3, Item No. 8.14 Page 66 of CSoR 2023-2024) As Per MoRT&H Specification 803. Sqm 177.18 177.18 0.99 False None None False None False 175.4082 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-F Asphalt Road Crossing 2466269.72 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409476 120459 None klisarc1 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately(Common SR Vol-3, Item No.2.18,Page 11 of CSoR 2023-2024) Cum 398.96 398.96 38.34 False None None False None False 15296.1264 0 3409477 120459 None klisarc2 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 (Common SR Item No.1.14.1 in Vol-1, Pg.no.8 for 2023-24) Cum 324.62 324.62 276.02 False None None False None False 89601.6124 0 3409478 120459 None klisarc3 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata.In ordinary/soft rock without blasting Depth exceeding 1.5 m but not exceeding 3 m(Common SR Vol-1, Item No.1.19, 1.19.2,Page 10 of CSoR 2023-2024) Cum 690.12 690.12 184.01 False None None False None False 126988.9812 0 3409479 120459 None klisarc4 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata In ordinary/soft rock without blasting Depth exceeding 3 m but not exceeding 4.5 m (Common SR Vol-1, Item No.1.19, 1.19.3,Page 10 of CSoR 2023-2024) Cum 784.29 784.29 36.8 False None None False None False 28861.872 0 3409480 120459 None klisarc5 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata.In Hard Rock ( requiring blasting) Depth exceeding 3 m but not excceding 4.5 m In Hard Rock ( requiring blasting) (Common SR Vol-1, Item No.1.21, 1.21.3, Page 10 of CSoR 2023-2024) Cum 1028.37 1028.37 153.34 False None None False None False 157690.2558 0 3409481 120459 None klisarc6 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-1, Item No. 2.1, 2.1.6, Page 15 of CSoR 2023-2024) PCC for pipe Encasement Cum 7735.08 7735.08 19.59 False None None False None False 151530.2172 0 3409482 120459 None klisarc7 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 requirement 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 (Common SR Vol-1, Item No. 2.4, 2.4.3, Page 16 of CSoR 2023-2024) Cum 7850.3 7850.3 128.53 False None None False None False 1008999.059 0 3409483 120459 None klisarc8 Formwork for Staging (For sub structure) 0.0 m to 5.0 m Height (Common SR Vol-1, Item No. 2.6.1, Page 16 of CSoR 2023-2024) Cum 785.03 785.03 128.53 False None None False None False 100899.9059 0 3409484 120459 None klisarc9 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 (Common SR Vol-1, Item No. 2.11, Page 18 of CSoR 2023-2024) t 97894.63 97894.63 5.14 False None None False None False 503178.3982 0 3409485 120459 None klisarc10 Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications(Common SR Vol-1, Item No. 1.10, Page 7 of CSoR 2023-2024) Cum 198.24 198.24 291.39 False None None False None False 57765.1536 0 3409486 120459 None klisarc11 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Common SR Vol-3, Item No. 4.14, Page 26 of CSoR 2023-2024) Cum 2594.47 2594.47 8.21 False None None False None False 21300.5987 0 3409487 120459 None klisarc12 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Common SR Item No. 4.2 in Vol-3, Pg.no.23 for 2023-24) Cum 2922.8 2922.8 16.43 False None None False None False 48021.604 0 3409488 120459 None klisarc13 Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type 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 (Common SR Vol-3, Item No. 5.16 B, Page 37 of CSoR 2023-2024) Cum 13461.73 13461.73 5.48 False None None False None False 73770.2804 0 3409489 120459 None klisarc14 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (Common SR Vol-3, Item No. 8.6 Page 65 of CSoR 2023-2024) Each 6820.69 6820.69 12.0 False None None False None False 81848.28 0 3409490 120459 None klisarc15 Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Common SR Vol-3, Item No. 8.14 Page 66 of CSoR 2023-2024) Sqm 177.18 177.18 2.92 False None None False None False 517.3656 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-G Cart Track Crossing 3047293.47 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409491 120460 None klisctc1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 (Common SR Vol-1, Item No.1.17, 1.17.1, Page 10 of CSoR 2023-2024) Cum 324.62 324.62 545.3 False None None False None False 177015.286 0 3409492 120460 None klisctc2 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 Depth exceeding 1.5 m, but not exceeding 3 m(Common SR Vol-1, Item No.1.17, 1.17.2, Page 10 of CSoR 2023-2024) Cum 410.1 410.1 23.98 False None None False None False 9834.198 0 3409493 120460 None klisctc3 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata.In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m (Common SR Vol-1, Item No.1.19, 1.19.2,Page 10 of CSoR 2023-2024) Cum 690.12 690.12 436.24 False None None False None False 301057.9488 0 3409494 120460 None klisctc4 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata.In Hard Rock ( requiring blasting) Depth exceeding 1.5 m but not excceding 3 m (Common SR Vol-1, Item No.1.21, 1.21.2, Page 10 of CSoR 2023-2024) Cum 931.73 931.73 59.0835 False None None False None False 55049.869455 0 3409495 120460 None klisctc5 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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 and all other appurtenances to complete in the following strata In Hard Rock ( requiring blasting) Depth exceeding 3 m but not excceding 4.5 m (Common SR Vol-1, Item No.1.21, 1.21.3, Page 10 of CSoR 2023-2024) Cum 1028.37 1028.37 49.98 False None None False None False 51397.9326 0 3409496 120460 None klisctc6 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-1, Item No. 2.1, 2.1.6, Page 15 of CSoR 2023-2024) PCC for pipe Encasement Cum 7735.08 7735.08 18.99 False None None False None False 146889.1692 0 3409497 120460 None klisctc7 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 requirement of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(Common SR Vol-1, Item No. 2.4, 2.4.3, Page 16 of CSoR 2023-2024) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7850.3 7850.3 173.96 False None None False None False 1365638.188 0 3409498 120460 None klisctc8 Formwork for Staging (For Sub structure) 0.0 m to 5.0 m Height (Common SR Vol-1, Item No. 2.6.1, Page 16 of CSoR 2023-2024) Cum 785.03 785.03 173.96 False None None False None False 136563.8188 0 3409499 120460 None klisctc9 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 (Common SR Vol-1, Item No. 2.11, Page 18 of CSoR 2023-2024) t 97894.63 97894.63 6.96 False None None False None False 681346.6248 0 3409500 120460 None klisctc10 Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications (Common SR Vol-1, Item No.1.10,Page 7 of CSoR 2023-2024) Cum 198.24 198.24 617.94 False None None False None False 122500.4256 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-H Canal Crossing 791916.49 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409501 120461 None kliscc1 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.In all kinds of soils Depth upto 3 m (Common SR Item No.1.14.1 in Vol-1, Pg-8 for 2023-24) Cum 131.5 131.5 187.13 False None None False None False 24607.595 0 3409502 120461 None kliscc2 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 In ordinary/soft rock without blasting upto 1.5 m depth(Common SR Item No.1.15.1 in Vol-1, Pg-8 for 2023-24) Cum 467.96 467.96 80.19 False None None False None False 37525.7124 0 3409503 120461 None kliscc3 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 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Common SR Item No.2.1.4 in Vol-1, Pg-15 for 2023-24) PCC for pipe Encasement Cum 7702.86 7702.86 5.6 False None None False None False 43136.016 0 3409504 120461 None kliscc4 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 requirement of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(Common SR Item No.2.4.3 in Vol-1, Pg-16 for 2023-24) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7850.3 7850.3 52.19 False None None False None False 409707.157 0 3409505 120461 None kliscc5 Form work for staging (Sub structure) 0-5m height Cum 785.03 785.03 52.19 False None None False None False 40970.7157 0 3409506 120461 None kliscc6 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 (Common SR Item No.2.11 in Vol-1, Pg-18 for 2023-24) t 97894.63 97894.63 2.09 False None None False None False 204599.7767 0 3409507 120461 None kliscc7 Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications (Common SR Item No.1.10 in Vol-1, Pg-7 for 2023-24) Cum 198.24 198.24 158.24 False None None False None False 31369.4976 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-I Railway Track Crossing 5634799.75 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409508 120462 None klisrtc1 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.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.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 SR Item No.1.14.1 in Vol-1, Pg-8 for 2023-24) Cum 131.5 131.5 105.84 False None None False None False 13917.96 0 3409509 120462 None klisrtc2 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 SR Item No.1.15.1 in Vol-1, Pg-8 for 2023-24) Cum 467.09 467.09 30.24 False None None False None False 14124.8016 0 3409510 120462 None klisrtc3 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work (Common SR Item No1.16.1 in Vol-1, Pg.no. 9 for 2023-2024) Cum 562.51 562.51 15.12 False None None False None False 8505.1512 0 3409511 120462 None klisrtc4 Installation of product pipe by manual jacking method - Manufacturing, providing, transporting, rolling, lowering, laying & jointing, testing, commissioning of ERW (Electric Resistance Welded), SAW (Submerged Arc Welded) MS pipe (Fe-410 grade) conforming to IS 3589-2001 with latest ammendments including perfect linking welding of joints to correct position including cost and conveyance of pipes and materials with all lead ,lift, cost of labour, loading and unloading of pipes for the following diameters with specified thickness of plate as noted below including bailing out of water wherever necessary for laying of carrier pipe of suitable dia including inside and outside of casing pipe painted with two coats of Anti corrossive tankmastic paint. Installation of steel pipe by Ramming / Jacking method to cross Railway track / NH /BDA /BBMP/Other roads/Existing utilities / NALA crossings, filling the gap between casing pipe and carrier pipe with quarry grit using compressor with all necessary equipments, plants etc, complete. Suitable spacers of HDP/MS or other similar material should be provided in between carrier & casing pipe to prevent carrier pipe forming metallic contact with casing pipe. Note : a. The cost of jacking is inclusive of cost M.S. casing pipe of specified thickness b. The cost of carrying pipe is separate and provision shall be made as per site requirement c. The cost of Jacking includes all leads lifts, cost of consumables, fuel charges, labour. d. The cost of jacking and receving pits shall be proposed seperatelly as per site requirement. (Common SR Item no.17.3.2 in Vol-5 (CHAP-19), Pg-216 for 2023-24) m 139332.98 139332.98 40.0 False None None False None False 5573319.2 0 3409512 120462 None klisrtc5 Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications (Common SR Item No.1.10 in Vol-1, Pg.no.7 for 2023-24) Cum 198.24 198.24 125.77 False None None False None False 24932.6448 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-J one way surge tank 68137952.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409513 120463 None Klisowst1 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 SR Vol-1, Item No.1.14, 1.14.1,Page 8 of CSoR 2023-2024) In all kinds of soils Depth upto 3 m Cum 131.5 131.5 1294.74 False None None False None False 170258.31 0 3409514 120463 None Klisowst2 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 In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m (Common SR Vol-1, Item No.1.15, 1.15.2,Page 8 of CSoR 2023-2024) Cum 558.57 558.57 924.81 False None None False None False 516571.1217 0 3409515 120463 None Klisowst3 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 In ordinary/soft rock without blasting Depth excceding 3 m but not excceding 4.5 m (Common SR Vol-1, Item No.1.15, 1.15.3,Page 8 of CSoR 2023-2024) Cum 620.16 620.16 110.98 False None None False None False 68825.3568 0 3409516 120463 None Klisowst4 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 3 m but not excceding 4.5 m (Common SR Vol-1, Item No.1.16, 1.16.3,Page 9 of CSoR 2023-2024) In Hard Rock (requiring blasting) Depth exceeding 1.50m, but not exceeding 3 m (SR Item No. 1.16.1, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2021- 22 (Common SOR ) Cum 894.05 894.05 258.95 False None None False None False 231514.2475 0 3409517 120463 None Klisowst5 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-1, Item No. 2.1, 2.1.6,Page 15 of CSoR 2023-2024) Cum 7735.08 7735.08 63.51 False None None False None False 491254.9308 0 3409518 120463 None Klisowst6 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 requirement of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-1, Item No.2.4, 2.4.4 ,Page 16 of CSoR 2023-2024) Cum 8353.34 8353.34 785.99 False None None False None False 6565641.7066 0 3409519 120463 None Klisowst7 Form work for Staging (For Sub Structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 0.0 m to 5.0 m Height Concrete Quantity for RCC Columns Cum 5847.34 5847.34 38.88 False None None False None False 227344.5792 0 3409520 120463 None Klisowst8 Form work for Staging (For Sub Structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 0.0 m to 5.0 m Height Concrete Quantity for All other Types Cum 235.5 235.5 705.78 False None None False None False 166211.19 0 3409521 120463 None Klisowst9 Form work for Staging (For Sub Structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 0.0 m to 5.0 m Height Concrete Quantity for RCC Beams Cum 5012.0 5012.0 40.01 False None None False None False 200530.12 0 3409522 120463 None Klisowst10 Form work for Staging (For Sub Structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 0.0 m to 5.0 m Height Concrete Quantity for RCC Slab Cum 4176.67 4176.67 1.36 False None None False None False 5680.2712 0 3409523 120463 None Klisowst11 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-1, Item No.2.5.3,Page 16 of CSoR 2023-2024) For 0.00m to 3.60m Lift Cum 8681.67 8681.67 57.61 False None None False None False 500151.0087 0 3409524 120463 None Klisowst12 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-1, Item No.2.5.3,Page 16 of CSoR 2023-2024) For 3.6m to 6.6m Lift Cum 8768.49 8768.49 85.35 False None None False None False 748390.6215 0 3409525 120463 None Klisowst13 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-1, Item No.2.5.3,Page 16 of CSoR 2023-2024) For 6.6m to 9.6m Lift Cum 8856.17 8856.17 85.36 False None None False None False 755962.6712 0 3409526 120463 None Klisowst14 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-1, Item No.2.5.3,Page 16 of CSoR 2023-2024) For 9.6m to 12.6m Lift Cum 8944.74 8944.74 85.35 False None None False None False 763433.559 0 3409527 120463 None Klisowst15 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-1, Item No.2.5.3,Page 16 of CSoR 2023-2024) For 12.6m to 15.6m Lift Cum 9034.18 9034.18 48.01 False None None False None False 433730.9818 0 3409528 120463 None Klisowst16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-1, Item No.2.5.3,Page 16 of CSoR 2023-2024) For 15.6m to18.6m Lift Cum 9124.53 9124.53 85.35 False None None False None False 778778.6355 0 3409529 120463 None Klisowst17 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-1, Item No.2.5.3,Page 16 of CSoR 2023-2024) For 18.6m to 21.6m Lift Cum 9215.77 9215.77 302.32 False None None False None False 2786111.5864 0 3409530 120463 None Klisowst18 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-1, Item No.2.5.3,Page 16 of CSoR 2023-2024) For 21.6m to 24.6m Lift Cum 9307.93 9307.93 229.28 False None None False None False 2134122.1904 0 3409531 120463 None Klisowst19 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 0.0 m to 5.0 m Height Concrete Quantity for RCC Columns Cum 6077.18 6077.18 80.0 False None None False None False 486174.4 0 3409532 120463 None Klisowst20 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 0.0 m to 5.0 m Heigh Concrete Quantity for RCC Beams Cum 5209.0 5209.0 40.01 False None None False None False 208412.09 0 3409533 120463 None Klisowst21 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 0.0 m to 5.0 m Heigh Concrete Quantity for RCC Slab Cum 4341.08 4341.08 1.35 False None None False None False 5860.458 0 3409534 120463 None Klisowst22 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 5.0 m to 10.0 m Heigh Concrete Quantity for RCC Columns Cum 6806.43 6806.43 80.0 False None None False None False 544514.4 0 3409535 120463 None Klisowst23 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 5.0 m to 10.0 m Heigh Concrete Quantity for RCC Beams Cum 5834.08 5834.08 36.01 False None None False None False 210085.2208 0 3409536 120463 None Klisowst24 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 5.0 m to 10.0 m Heigh Concrete Quantity for RCC Slab Cum 4861.74 4861.74 1.36 False None None False None False 6611.9664 0 3409537 120463 None Klisowst25 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 10.0 m to 15.0 m Height Concrete Quantity for RCC Columns Cum 6927.98 6927.98 80.01 False None None False None False 554307.6798 0 3409538 120463 None Klisowst26 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 10.0 m to 15.0 m Height Concrete Quantity for RCC Beams Cum 5938.27 5938.27 36.0 False None None False None False 213777.72 0 3409539 120463 None Klisowst27 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 10.0 m to 15.0 m Height Concrete Quantity for RCC Slab Cum 4948.55 4948.55 1.36 False None None False None False 6730.028 0 3409540 120463 None Klisowst28 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 15.0 m to 20.0 m Height Concrete Quantity for RCC Columns Cum 7049.52 7049.52 80.01 False None None False None False 564032.0952 0 3409541 120463 None Klisowst29 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 15.0 m to 20.0 m Height Concrete Quantity for RCC Beams Cum 6042.45 6042.45 84.0 False None None False None False 507565.8 0 3409542 120463 None Klisowst30 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 15.0 m to 20.0 m Height Concrete Quantity for RCC Slab Cum 5035.37 5035.37 156.46 False None None False None False 787833.9902 0 3409543 120463 None Klisowst31 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 20.0 m to 25.0 m Height Concrete Quantity for RCC Columns Cum 7171.06 7171.06 64.01 False None None False None False 459019.5506 0 3409544 120463 None Klisowst32 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 20.0 m to 25.0 m Height Concrete Quantity for RCC Beams Cum 6146.62 6146.62 60.0 False None None False None False 368797.2 0 3409545 120463 None Klisowst33 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 20.0 m to 25.0 m Height Concrete Quantity for Earth Retainig Structures Cum 1024.44 1024.44 128.01 False None None False None False 131138.5644 0 3409546 120463 None Klisowst34 Form work for Staging (For Super structure) (Common SR Vol-1, Item No.2.6.1,Page 16 of CSoR 2023-2024) 20.0 m to 25.0 m Height Concrete Quantity for RCC Slab Cum 5122.19 5122.19 54.09 False None None False None False 277059.2571 0 3409547 120463 None Klisowst35 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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. (Common SR Vol-2, Item No.8.28,Page 45 of CSoR 2023-2024) Sqm 110.27 110.27 1529.46 False None None False None False 168653.5542 0 3409548 120463 None Klisowst36 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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. (SR Item No.8.32,page 46 of PWD (C&B)- Buildings Vol-2 for 2021-22-Common SOR) Sqm 193.28 193.28 1438.59 False None None False None False 278050.6752 0 3409549 120463 None Klisowst37 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 (Common SR Vol-1, Item No.2.11,Page 18 of CSoR 2023-2024) t 97894.63 97894.63 317.63 False None None False None False 31094271.3269 0 3409550 120463 None Klisowst38 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. (Common SR Vol-1, Item No.1.9,Page 7 of CSoR 2023-2024) Cum 329.57 329.57 2263.39 False None None False None False 745945.4423 0 3409551 120463 None Klisowst39 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry 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. (Common SR Item No.8.6.2 in Vol-2, Pg.no.42 for 2023-24) Sqm 531.53 531.53 1529.61 False None None False None False 813033.6033 0 3409552 120463 None Klisowst40 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3coarse sand) finished with a floating coat of neat cement to brick masonry 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 Engineerin-charge. (Common SR Vol-1, Item No.8.6.1,Page 42 of CSoR 2023-2024) Sqm 400.19 400.19 1438.83 False None None False None False 575805.3777 0 3409553 120463 None Klisowst41 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin-Charge. (SR Item No.11.26.1, Page 82 of PWD (C&B) - Buildings Vol-2 for 2022-24-Common SOR) Kg 170.98 170.98 768.01 False None None False None False 131314.3498 0 3409554 120463 None Klisowst42 Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre,with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: (Common SR Item No.7.1 in Vol-5 (Chapter-7), Pg-85 for 2023-24) m 5423.1 5423.1 100.01 False None None False None False 542364.231 0 3409555 120463 None Klisowst43 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main pipe of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system /for fixing valves and provided with 2 coat of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm thick outer lining of CM 1:3 propotion by volume ( aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure & all necessary works complete as per specifications and approved drawings. Basic Cost of MS Plate is considered as Rs.71,700.00 per MT. Diameter of raising main pipe : ……….mm Thickness of plate :………..mm. Note: Rate per m of pipe = Rate per tonne x weight of pipe per m weight of pipe per m for specified diameter in mm and thickness of plate in mm = 0.597x diameter of pipe in mm x plate thickness in mm / 24000 (Common SR Vol-4, Item No.7.24,Page 96 of CSoR 2023-2024) 600 mm dia 5 mm Thick MS Connecting pipe m 11967.61 11967.61 104.0 False None None False None False 1244631.44 0 3409556 120463 None Klisowst44 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main pipe of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system /for fixing valves and provided with 2 coat of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm thick outer lining of CM 1:3 propotion by volume ( aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure & all necessary works complete as per specifications and approved drawings. Basic Cost of MS Plate is considered as Rs.71,700.00 per MT. Diameter of raising main pipe : ……….mm Thickness of plate :………..mm. Note: Rate per m of pipe = Rate per tonne x weight of pipe per m weight of pipe per m for specified diameter in mm and thickness of plate in mm = 0.597x diameter of pipe in mm x plate thickness in mm / 24000 (Common SR Vol-4, Item No.7.24,Page 96 of CSoR 2023-2024) 600 mm dia 5 mm Thick MS Inlet Pipe m 11967.61 11967.61 100.0 False None None False None False 1196761.0 0 3409557 120463 None Klisowst45 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main pipe of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system /for fixing valves and provided with 2 coat of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm thick outer lining of CM 1:3 propotion by volume ( aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure & all necessary works complete as per specifications and approved drawings. Basic Cost of MS Plate is considered as Rs.71,700.00 per MT. Diameter of raising main pipe : ……….mm Thickness of plate :………..mm. Note: Rate per m of pipe = Rate per tonne x weight of pipe per m weight of pipe per m for specified diameter in mm and thickness of plate in mm = 0.597x diameter of pipe in mm x plate thickness in mm / 24000 (Common SR Vol-4, Item No.7.24,Page 96 of CSoR 2023-2024) 300 mm dia 5 mm Thick MS overflow pipe m 5983.8 5983.8 100.01 False None None False None False 598439.838 0 3409558 120463 None Klisowst46 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main pipe of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system /for fixing valves and provided with 2 coat of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm thick outer lining of CM 1:3 propotion by volume ( aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure & all necessary works complete as per specifications and approved drawings. Basic Cost of MS Plate is considered as Rs.71,700.00 per MT. Diameter of raising main pipe : ……….mm Thickness of plate :………..mm. Note: Rate per m of pipe = Rate per tonne x weight of pipe per m weight of pipe per m for specified diameter in mm and thickness of plate in mm = 0.597x diameter of pipe in mm x plate thickness in mm / 24000 (Common SR Vol-4, Item No.7.24,Page 96 of CSoR 2023-2024) 300 mm dia 5 mm Thick MS scour pipe m 5983.8 5983.8 116.01 False None None False None False 694180.638 0 3409559 120463 None Klisowst47 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete (Common SR Vol-5, Item No.2.24.7,Page 23 of CSoR 2023-2024) Each 87280.12 87280.12 8.0 False None None False None False 698240.96 0 3409560 120463 None Klisowst48 Providing and fixing of DI Double flanged wafer type (Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and of nickel weld overlay micro finished/Bolted External Seat of SS 304 Renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Face to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) PN 16.0 600mm Dia (Common SR Vol-5, Item No.2.40,Page 31 of CSoR 2023-2024) Each 291276.51 291276.51 4.0 False None None False None False 1165106.04 0 3409561 120463 None Klisowst49 DIDF DPCV API 594 DRILLED TO IS 1538, BODY AND DOORS IN DI IS 1865 GR 500/7 , SPRING STEEL SPRINGS , SS 410 STOP PIN [Non Return Valve] Market Rate 600 mm dia-Non Return Valve Each 754610.0 754610.0 4.0 False None None False None False 3018440.0 0 3409562 120463 None Klisowst50 Float Valve Market Rate 300 mm dia -Float Valve Each 574070.0 574070.0 4.0 False None None False None False 2296280.0 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-10 Delivery Chamber 1912849.93 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409563 120464 None Klisdc1 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 SR Item No.1.14.1, Page No. 8, Vol 1 for 2023-24 In all kinds of soils Depth upto 3 m Cum 131.5 131.5 117.41 False None None False None False 15439.415 0 3409564 120464 None Klisdc2 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 SR Item No.1.15.1, Page No. 8, Vol 1 for 2023-24 In ordinary/soft rock without blasting upto 1.5 m depth For Delivery chamber Cum 467.09 467.09 41.13 False None None False None False 19211.4117 0 3409565 120464 None Klisdc3 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.Common SR Item No.2.1.5, Page No.15, Vol 1 for 2023-24 Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates Cum 7627.28 7627.28 15.08 False None None False None False 115019.3824 0 3409566 120464 None Klisdc4 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 needle 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. (Common SR Item No.2.2.3.1,Vol-1,, Page No.15 for 2023-24) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8052.26 8052.26 14.6 False None None False None False 117562.996 0 3409567 120464 None Klisdc5 Form work for staging (for foundation works) (Common SR Item No.2.6.1,Vol-1,, Page No.16 for 2023-24) Cum 241.57 241.57 14.6 False None None False None False 3526.922 0 3409568 120464 None Klisdc6 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 requirement of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Common SR Item No. 2.4.4in Vol-1, Page No.16 for 2023-24 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For walls Cum 8353.34 8353.34 14.64 False None None False None False 122292.8976 0 3409569 120464 None Klisdc7 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 requirement of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Common SOR Item No.2.4.3 in Vol-1, Page No.16 for 2023-24 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For pipe encasement Cum 7850.3 7850.3 52.13 False None None False None False 409236.139 0 3409570 120464 None Klisdc8 Formwork For Staging (For Sub structure) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 835.33 835.33 14.64 False None None False None False 12229.2312 0 3409571 120464 None Klisdc9 Formwork For Staging (For Sub structure) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 785.03 785.03 52.13 False None None False None False 40923.6139 0 3409572 120464 None Klisdc10 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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.Common SR Item No. 2.5.3 in Vol-1, Page No.17 for 2023-24 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Earth retaining structures For walls Cum 8681.67 8681.67 2.38 False None None False None False 20662.3746 0 3409573 120464 None Klisdc11 Formwork For Staging (For Super structure) Common SR Item No. 2.6.1 in Vol-1, Page No.17 for 2023-24 Cum 868.17 868.17 2.38 False None None False None False 2066.2446 0 3409574 120464 None Klisdc12 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 Common SR Item No.2.11 in Vol-1, Page No.18 for 2023-24 t 97894.63 97894.63 6.91 False None None False None False 676451.8933 0 3409575 120464 None Klisdc13 Providing and constructing contraction joints by fixing 230 mm wide central bulb type PVC water stop in single line supported by 10 mm dia. steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, vulcanizing water seal joints and all other ancillary operations complete. Common SR Item No.2.26, Page No. 41, Vol- 4 for 2023-24 Cum 712.43 712.43 8.0 False None None False None False 5699.44 0 3409576 120464 None Klisdc14 Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,machinery, labour, watering, ramming and all other ancillary operations complete. Common SR Item No. 3.10, Page No. 48, Vol- 4 for 2023-24 Cum 2601.89 2601.89 119.95 False None None False None False 312096.7055 0 3409577 120464 None Klisdc15 Providing and constructing protective railing consisting of cast in-situ railing posts of size 150 x 150 mm at bottom, 100 x 100 mm at top and 750 mm height, placed approximately at 2 m centre to centre in M-20 (28 days cube compressive strength not less than 20 N / sq mm) grade cement concrete using 20 mm down approved clean, hard, graded aggregates with each post reinforced by 4 numbers 8 mm dia.main bars embedded in kerb concrete for 400 mm depth and 5 numbers 6 mm dia. stirrups and fixing 3 rows of 40 mm dia. GI pipes with two coats of synthetic enamel painting over a coat of red oxide primer paint including cost of all materials, machinery, labour, formwork, supports, fabricating and placing reinforcement bars, batching, mixing, placing in position, compacting, finishing, curing etc., complete with all lead and lifts.Commom SR Item No. 4.12 in Vol- 4, Page no.61 for 2023-24 Cum 2098.87 2098.87 12.0 False None None False None False 25186.44 0 3409578 120464 None Klisdc16 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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. Commom SOR Item No. 8.28 in Vol-2 page no.45 for 2023-24 Sqm 110.27 110.27 138.25 False None None False None False 15244.8275 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-12 Canal Cross Regulator 14254745.52 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409579 120465 None kliscr1 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 SR item No 1.14.1 in Vol-1,Pg.no.8 for 2023-24) In all kinds of soils Depth upto 3 m Cum 131.5 131.5 495.97 False None None False None False 65220.055 0 3409580 120465 None kliscr2 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 SR item No 1.15.1 in Vol-1,Pg.no.8 for 2023-24) In ordinary/soft rock without blasting upto 1.5 m depth Cum 467.09 467.09 98.88 False None None False None False 46185.8592 0 3409581 120465 None kliscr3 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. (Common SR item No 2.1.4 in Vol-1,Pg.no.15 for 2023-24) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 7735.08 7735.08 88.14 False None None False None False 681769.9512 0 3409582 120465 None kliscr4 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 needle 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. (Common SR item No 2.2 in Vol-1,Pg.no.15 for 2023-24) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8052.26 8052.26 417.3 False None None False None False 3360208.098 0 3409583 120465 None kliscr5 Formwork For Staging (Foundation works) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 241.57 241.57 417.3 False None None False None False 100807.161 0 3409584 120465 None kliscr6 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 requirement of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (Common SR item No 2.4.2 in Vol-1,Pg.no.16 for 2023-24) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7850.3 7850.3 593.3578 False None None False None False 4658036.73734 0 3409585 120465 None kliscr7 Formwork For Staging Sub structure M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 785.03 785.03 593.3578 False None None False None False 465803.673734 0 3409586 120465 None kliscr8 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. (Common SR item No 2.5 in Vol-1,Pg.no.16 for 2023-24) Cum 8478.48 8478.48 39.672 False None None False None False 336358.25856 0 3409587 120465 None kliscr9 Formwork For Staging Super structure M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 847.85 847.85 39.672 False None None False None False 33635.9052 0 3409588 120465 None kliscr10 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 (Common SR item No 2.11 in Vol-1,Pg.no.18 for 2023-24) Steel for All other type of structures t 97894.63 97894.63 31.65 False None None False None False 3098365.0395 0 3409589 120465 None kliscr11 Providing and fixing 20 mm thick 100 mm depth tarfelt expansion joint filler board for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts. (Common SR item No 3.37 in Vol-4,Pg.no.53 for 2023-24) m 106.55 106.55 15.0 False None None False None False 1598.25 0 3409590 120465 None kliscr12 Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide rollers, ballast blocks, teflon claded rubber seals with all accessories for river sluice /canal sluice vent including cost of all materials,machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings. Note: 1. Wt of 1 gate in tonnes ( including ballast) = 0.0888 ( L2 x H x h )0.659 Where ( L ) is length = Clear vent opening in m + 0.70 m. ( H ) is height of gate in m = Clear vent height in m + 0.30 m ( h ) is head of water above sill of gate in m = FRL - Sill level 2. Quantity of structural steel = 47.5 % of computed weight of 1 gate.(Common SR item No 6.6 Vol-4 in Page 74 for 2023-24)Regulator t 173831.69 173831.69 1.52 False None None False None False 264224.1688 0 3409591 120465 None kliscr13 Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide rollers, ballast blocks, teflon claded rubber seals with all accessories for river sluice /canal sluice vent including cost of all materials,machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings. Note: 1. Wt of 1 gate in tonnes ( including ballast) = 0.0888 ( L2 x H x h )0.659 Where ( L ) is length = Clear vent opening in m + 0.70 m. ( H ) is height of gate in m = Clear vent height in m + 0.30 m ( h ) is head of water above sill of gate in m = FRL - Sill level 2. Quantity of structural steel = 47.5 % of computed weight of 1 gate.(Common SR item No 6.6 Vol-4 in Page 74 for 2023-24) Escape channel t 173831.69 173831.69 0.7 False None None False None False 121682.183 0 3409592 120465 None kliscr14 Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal seats, guide rails, breast wall liner ( upto one vent height plus 1 m above the roof of vent) with all accessories for river / canal sluice service gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings.with groove liner upto breast wall level Note: 1. Wt of 1 set embedded parts in tonnes = 0.0444 x ( L2 x H x h ) 0.659 Weight of breast wall lining : 250 kg / m2 of breast wall Weight of groove liner : 200 kg / m2 of groove lining Where ( L ) is length = Clear vent opening in m + 0.70 m. ( H ) is height of gate in m = Clear vent height in m + 0.30 m ( h ) is head of water above sill of gate in m = FRL - Sill level 2. Quantity of structural steel = 90.5 % of computed weight 1 set.(Common SR item No 6.10 Vol-4 in Page 76 for 2023-24) Regulator t 215338.19 215338.19 0.76 False None None False None False 163657.0244 0 3409593 120465 None kliscr15 Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal seats, guide rails, breast wall liner ( upto one vent height plus 1 m above the roof of vent) with all accessories for river / canal sluice service gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings.with groove liner upto breast wall level Note: 1. Wt of 1 set embedded parts in tonnes = 0.0444 x ( L2 x H x h ) 0.659 Weight of breast wall lining : 250 kg / m2 of breast wall Weight of groove liner : 200 kg / m2 of groove lining Where ( L ) is length = Clear vent opening in m + 0.70 m. ( H ) is height of gate in m = Clear vent height in m + 0.30 m ( h ) is head of water above sill of gate in m = FRL - Sill level 2. Quantity of structural steel = 90.5 % of computed weight 1 set.(Common SR item No 6.10 Vol-4 in Page 76 for 2023-24) Esacpe channel t 215338.19 215338.19 0.35 False None None False None False 75368.3665 0 3409594 120465 None kliscr16 Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw type hoist consisting of supporting structure, platfom, railing, ladder with all accessories for operating canal escape/ regulator gate including cost of all materials, machinery, labour,cutting, aligning, anchoring, welding, finishing, cleaning, greasing,applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint and all other ancillary operations complete as per specifications and approved drawings. Note: 1. Capacity of hoist in t with 25 % reserve capacity =2.50 x Wt of gate. ( Hoist capacity shall be rounded off to next 1 tonne ) Weight of hoist with all accessories: 300 kg per tonne capacity of hoist 2. Quantity of structural steel = 61.2 % of computed weight for 1 hoist. (Common SR item No 6.29 in Vol-4,Pg.no.83 for 2023-24) t 59100.29 59100.29 12.76 False None None False None False 754119.7004 0 3409595 120465 None kliscr17 Providing and constructing protective railing consisting of cast in-situ railing posts of size 150 x 150 mm at bottom, 100 x 100 mm at top and 750 mm height, placed approximately at 2 m centre to centre in M-20 grade cement concrete using 20 mm down approved clean, hard, graded aggregates with each post reinforced by 4 numbers 8 mm dia.main bars embedded in kerb concrete for 400 mm depth and 5 numbers 6 mm dia. stirrups and fixing 3 rows of 40 mm dia. GI pipes with two coats of synthetic enamel painting over a coat of red oxide primer paint including cost of all materials, machinery, labour, formwork, supports,fabricating and placing reinforcement bars, batching, mixing, placingin position, compacting, finishing, curing and all other ancillary operations complete. (Common SR item No 4.12 in Vol-4,Pg.no.61 for 2023-24) m 2098.87 2098.87 13.2 False None None False None False 27705.084 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-11 Energy Dissipation Chamber 1484846.45 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409596 120466 None klisedc1 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 SR Item No.1.14.1, Page No. 8, Vol 1 for 2023-24 In all kinds of soils Depth upto 3 m Cum 131.5 131.5 98.55 False None None False None False 12959.325 0 3409597 120466 None klisedc2 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 SR Item No.1.15.1, Page No. 8, Vol 1 for 2023-24 In ordinary/soft rock without blasting upto 1.5 m depth For Receiving chamber Cum 467.09 467.09 28.55 False None None False None False 13335.4195 0 3409598 120466 None klisedc3 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.Common SR Item No.2.1.5, Page No.15, Vol 1 for 2023-24 Mix 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates Cum 7627.28 7627.28 13.27 False None None False None False 101214.0056 0 3409599 120466 None klisedc4 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 needle 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. (Common SR Item No.2.2.3.1,Vol-1,, Page No.15 for 2023-24) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8052.26 8052.26 9.68 False None None False None False 77945.8768 0 3409600 120466 None klisedc5 Form work for staging (for foundation works) (Common SR Item No.2.6.1,Vol-1,, Page No.16 for 2023-24) Cum 241.57 241.57 9.68 False None None False None False 2338.3976 0 3409601 120466 None klisedc6 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 requirement of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Common SR Item No. 2.4.4in Vol-1, Page No.16 for 2023-24 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For walls Cum 8353.34 8353.34 11.19 False None None False None False 93473.8746 0 3409602 120466 None klisedc7 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 requirement of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications Common SOR Item No.2.4.3 in Vol-1, Page No.16 for 2023-24 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For pipe encasement Cum 7850.3 7850.3 41.03 False None None False None False 322097.809 0 3409603 120466 None klisedc8 Formwork For Staging (For Sub structure) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 835.33 835.33 11.19 False None None False None False 9347.3427 0 3409604 120466 None klisedc9 Formwork For Staging (For Sub structure) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 785.03 785.03 41.03 False None None False None False 32209.7809 0 3409605 120466 None klisedc10 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 andtechnical specification Common SR Item No.2.11 in Vol-1, Page No.18 for 2023-24 t 97894.63 97894.63 5.22 False None None False None False 511009.9686 0 3409606 120466 None klisedc11 Providing and constructing contraction joints by fixing 230 mm wide central bulb type PVC water stop in single line supported by 10 mm dia. steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, vulcanizing water seal joints and all other ancillary operations complete.Common SR Item No.2.26, Page No. 41, Vol- 4 for 2023-24 Cum 712.43 712.43 6.0 False None None False None False 4274.58 0 3409607 120466 None klisedc12 Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,machinery, labour, watering, ramming and all other ancillary operations complete. Cum 2601.9 2601.9 105.4 False None None False None False 274240.26 0 3409608 120466 None klisedc13 Providing and constructing protective railing consisting of cast in-situ railing posts of size 150 x 150 mm at bottom, 100 x 100 mm at top and 750 mm height, placed approximately at 2 m centre to centre in M-20 (28 days cube compressive strength not less than 20 N / sq mm) grade cement concrete using 20 mm down approved clean, hard, graded aggregates with each post reinforced by 4 numbers 8 mm dia.main bars embedded in kerb concrete for 400 mm depth and 5 numbers 6 mm dia. stirrups and fixing 3 rows of 40 mm dia. GI pipes with two coats of synthetic enamel painting over a coat of red oxide primer paint including cost of all materials, machinery, labour, formwork, supports, fabricating and placing reinforcement bars, batching, mixing, placing in position, compacting, finishing, curing etc., complete with all lead and lifts. Common SR Item No. 4.12 in Vol- 4, Page no.61 for 2023-24 Cum 2098.87 2098.87 9.0 False None None False None False 18889.83 0 3409609 120466 None klisedc14 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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. Common SOR Item No. 8.28 in Vol-2 page no.45 for 2023-24 Sqm 110.27 110.27 104.38 False None None False None False 11509.9826 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-D Anchor block 0 to 5 Degree Bends 919753.31 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409610 120467 None klisab1 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 In all kinds of soils Depth upto 3 m (Common SR item No 1.14.1 in Vol-1,Pg.no.8 for 2023-24) Cum 131.5 131.5 46.66 False None None False None False 6135.79 0 3409611 120467 None klisab2 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 In ordinary/soft rock without blasting depth 1.5 m but not exceeding 3m (Common SR item No 1.15.2 in Vol-1,Pg.no.8 for 2023-24) Cum 558.58 558.58 37.32 False None None False None False 20846.2056 0 3409612 120467 None klisab3 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 1.5 m but not excceding 3 m (Common SR Vol-1, Item No.1.16, 1.16.2,Page 9 of CSoR 2023-2024) Cum 781.02 781.02 9.33 False None None False None False 7286.9166 0 3409613 120467 None klisab4 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Common SR item no. 2.1.6 of Vol-1, Pg.no.15 for 2023-24) Cum 7735.08 7735.08 5.59 False None None False None False 43239.0972 0 3409614 120467 None klisab5 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 requirement 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 (Common SR item no. 2.4.3 of Common SR Vol-1, Pg.no.16 for 2023-24) Cum 7850.3 7850.3 56.81 False None None False None False 445975.543 0 3409615 120467 None klisab6 Form work for Staging (For Sub Structure) (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) 0-5m height Cum 785.03 785.03 56.81 False None None False None False 44597.5543 0 3409616 120467 None klisab7 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 (Common SR item no. 2.11 of Vol-1, Pg.no.18 for 2023-24) t 97894.63 97894.63 3.41 False None None False None False 333820.6883 0 3409617 120467 None klisab8 Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications (Common SR Vol-1, Item No.1.10,Page 7 of CSoR 2023-2024) Cum 198.24 198.24 90.05 False None None False None False 17851.512 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-D Anchor block 5 to 10 Degree Bends 834446.89 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409618 120468 None klisab1 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 In all kinds of soils Depth upto 3 m (Common SR item No 1.14.1 in Vol-1,Pg.no.8 for 2023-24) Cum 131.5 131.5 36.03 False None None False None False 4737.945 0 3409619 120468 None klisab2 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 In ordinary/soft rock without blasting depth 1.5 m but not exceeding 3m (Common SR item No 1.15.2 in Vol-1,Pg.no.8 for 2023-24) Cum 558.58 558.58 28.83 False None None False None False 16103.8614 0 3409620 120468 None klisab3 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 1.5 m but not excceding 3 m (Common SR Vol-1, Item No.1.16, 1.16.2,Page 9 of CSoR 2023-2024) Cum 781.02 781.02 28.83 False None None False None False 22516.8066 0 3409621 120468 None klisab4 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Common SR item no. 2.1.6 of Vol-1, Pg.no.15 for 2023-24) Cum 7735.08 7735.08 2.88 False None None False None False 22277.0304 0 3409622 120468 None klisab5 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 requirement 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 (Common SR item no. 2.4.3 of Common SR Vol-1, Pg.no.16 for 2023-24) Cum 7850.3 7850.3 52.44 False None None False None False 411669.732 0 3409623 120468 None klisab6 Form work for Staging (For Sub Structure) (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) 0-5m height Cum 785.03 785.03 52.44 False None None False None False 41166.9732 0 3409624 120468 None klisab7 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 (Common SR item no. 2.11 of Vol-1, Pg.no.18 for 2023-24) t 97894.63 97894.63 3.15 False None None False None False 308368.0845 0 3409625 120468 None klisab8 Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications (Common SR Vol-1, Item No.1.10,Page 7 of CSoR 2023-2024) Cum 198.24 198.24 38.37 False None None False None False 7606.4688 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-D Anchor block 10 to 15 Degree Bends 730264.63 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409626 120469 None klisab1 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 In all kinds of soils Depth upto 3 m (Common SR item No 1.14.1 in Vol-1,Pg.no.8 for 2023-24) Cum 131.5 131.5 42.02 False None None False None False 5525.63 0 3409627 120469 None klisab2 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 In ordinary/soft rock without blasting depth 1.5 m but not exceeding 3m (Common SR item No 1.15.2 in Vol-1,Pg.no.8 for 2023-24) Cum 558.58 558.58 24.5 False None None False None False 13685.21 0 3409628 120469 None klisab3 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 1.5 m but not excceding 3 m (Common SR Vol-1, Item No.1.16, 1.16.2,Page 9 of CSoR 2023-2024) Cum 781.02 781.02 6.12 False None None False None False 4779.8424 0 3409629 120469 None klisab4 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Common SR item no. 2.1.6 of Vol-1, Pg.no.15 for 2023-24) Cum 7735.08 7735.08 3.68 False None None False None False 28465.0944 0 3409630 120469 None klisab5 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 requirement 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 (Common SR item no. 2.4.3 of Common SR Vol-1, Pg.no.16 for 2023-24) Cum 7850.3 7850.3 46.46 False None None False None False 364724.938 0 3409631 120469 None klisab6 Form work for Staging (For Sub Structure) (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) 0-5m height Cum 785.03 785.03 46.46 False None None False None False 36472.4938 0 3409632 120469 None klisab7 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 (Common SR item no. 2.11 of Vol-1, Pg.no.18 for 2023-24) t 97894.63 97894.63 2.78 False None None False None False 272147.0714 0 3409633 120469 None klisab8 Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications (Common SR Vol-1, Item No.1.10,Page 7 of CSoR 2023-2024) Cum 198.24 198.24 22.52 False None None False None False 4464.3648 0 1719647580000 0 None None Lift Irrigation Scheme Section 2- Part A- Detailed Engineering 19497337.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409634 120470 None 1.. Add 1% for Survey, Investigation and Detailed Engineering of Lift Scheme consisting Electro-mechanical, Electrical works, Intake channel, Jack well cum Pump House, Rising Main including structures, Delivery chambers and other miscellaneous works Job 19497337.01 19497337.01 1.0 False None None False None False 19497337.01 0 1719647580000 0 None None Lift Irrigation Scheme Section 3- Part B- Operation and Maintenance 18698484.3 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409635 120471 None OM1 Operation and maintenance of Lift Scheme Job 3739696.86 3739696.86 5.0 False None None False None False 18698484.3 0 1719647580000 0 None None Lift Irrigation Scheme KADARKOPPA LIFT IRRIGATION SCHEME Annexure-K Anti buoyancy Block 7500929.92 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3409636 120472 None Klisab1 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 In all kinds of soils Depth upto 3 m (Common SR item No 1.14.1 in Vol-1,Pg.no.8 for 2023-24) Cum 131.5 131.5 586.53 False None None False None False 77128.695 0 3409637 120472 None Klisab2 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 In ordinary/soft rock without blasting Depth exceeding 1.5m, but not exceeding 3m (Common SR item No 1.15.2 in Vol-1,Pg.no.8 for 2023-24) Cum 558.57 558.57 418.95 False None None False None False 234012.9015 0 3409638 120472 None Klisab3 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 In ordinary/soft rock without blasting Depth exceeding 3m, but not exceeding 4.5m (Common SR item No 1.15.3 in Vol-1,Pg.no.8 for 2023-24) Cum 620.16 620.16 50.35 False None None False None False 31225.056 0 3409639 120472 None Klisab4 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 3 m but not excceding 4.5 m (Common SR Vol-1, Item No.1.16, 1.16.3,Page 9 of CSoR 2023-2024) Cum 894.05 894.05 117.23 False None None False None False 104809.4815 0 3409640 120472 None Klisab5 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 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Common SR item no. 2.1.6 of Vol-1, Pg.no.15 for 2023-24) Cum 7735.07 7735.07 35.72 False None None False None False 276296.7004 0 3409641 120472 None Klisab6 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 requirement 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 (Common SR item no. 2.4.3 of Common SR Vol-1, Pg.no.16 for 2023-24) Cum 7850.3 7850.3 458.09 False None None False None False 3596143.927 0 3409642 120472 None Klisab7 Form work for Staging (For Sub Structure) (Common SR 2023-24 - Item no 2.6.1, Pg 16 of Vol-1) 0-5m height Concrete Quantity for Earth retaining Structures Cum 785.03 785.03 458.09 False None None False None False 359614.3927 0 3409643 120472 None Klisab8 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 andtechnical specification (Common SR item no. 2.11 of Vol-1, Pg.no.18 for 2023-24) Kg 97894.3 97894.3 27.55 False None None False None False 2696987.965 0 3409644 120472 None Klisab9 Refilling available earth around trenches/pipelines,cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications (Common SR Vol-1, Item No.1.10,Page 7 of CSoR 2023-2024) Cum 198.24 198.24 629.09 False None None False None False 124710.8016 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1719649418000 1 None None ELIGIBILITY Tenders from Joint ventures are acceptable. None 1719649418000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1719649418000 1 None None ELIGIBILITY Any other condition as per tender notification or tender notification. None 1719649418000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1719649418000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1720088379000 0 None None ELIGIBILITY Tenders must be accompanied by earnest money deposit which will be paid online through e-Procurement portal Tenderers must submit Electronic Tender Documents One and Two electronically on-line through internet within the date and time published in KPPP portal. None 1720088426000 0 None None ELIGIBILITY The Executive Engineer, KNNL, MBC Division No-1 Gaddankeri Camp, Bagalkote invites Turnkey tenders on behalf of Managing Director, KNNL, Bengaluru, from eligible tenderers, for the construction of works detailed in the Table below. The tenderers may submit tenders for any or all of the works given in the Table. Two Electronic Tender procedure as per Rule 28 of the KTPP Act shall be followed. The Tenderers are required to submit two separate sealed covers, one containing the Earnest money deposit and the details of their capability to undertake the tender as detailed in ITT Clause 3 and 6, which will be opened first and the second cover containing the price tender which will be opened only if the Tenderer is found to be qualified to execute the tendered works. The Tenderers are advised to note the minimum qualification criteria specified in Clause 3 of the Instructions to Tenderers to qualify for award of the contract. None 1720088521000 0 None None ELIGIBILITY Th eamount put to tender consist of the following. a. Total Amount Put to Tender including GST of 18 percentage - Rs. 198.80 Crores. The bidder should quote for this amount -Rs. 198.80 Crores. No separate GST shall be paid to the Contractor None 1720088571000 0 None None ELIGIBILITY Quoted amount is exclusive of all deposits and Land Acquisition cost. The amount will be paid by the Nigam. None 1720088648000 0 None None ELIGIBILITY The bid should be submitted in two covers A. FIRST ELECTRONIC DOCUMENT (TECHNICAL BID) SHALL CONTAIN THE QUALIFYING DOCUMENTS MENTIONED IN TENDER NOTIFICATION AND BID DOCUMENT B. Second Electronic Document shall contain financial Bid. None 1720088694000 0 None None ELIGIBILITY The First Electronic Document (Technical bid) will be opened first and thereafter Second Electronic Document (financial bid) will be opened only of those bidders who qualify in the technical bid. In case the lowest bidder fails to produce the original documents for entering into an agreement or the original documents submitted does not match with the uploaded documents or found false, then his bid is treated as non-responsive bid as per clause -26(4) of the KTPP rules & his name would be recommended for cancellation of registration in Karnataka PWD and barred from participation in any of the tenders invited by the KNNL apart from forfeiting the EMD paid through E-cash. None 1720088759000 0 None None ELIGIBILITY The Prebid meeting will be held as mentioned in portal in the office of the Chief Engineer, KNNL, Irrigation (N) Zone, Club Road, Belagavi.The queries if any are to be sent not later than on by the intending bidders through email to the Executive Engineer the email id for sending queries is eeknnlbgk(at)gmail.com None 1720088782000 0 None None ELIGIBILITY Last Date & Time for tender queries, submission of completed e tendering documents, opening of technical bid and financial bid is as mentioned in the portal. None 1720088809000 0 None None ELIGIBILITY The necessary certificates/documents in support of pre-qualification criteria fulfilled as stipulated shall be scanned and attached to e-tender document. The scanned signature of the bidder /authorized representatives of the bidder shall be attached while uploading the bid document. None 1720088829000 0 None None ELIGIBILITY The Qualification Criterias are mentioned in the Detailed Tender Notification and the Bid Document None 1720088850000 0 None None ELIGIBILITY The bid shall be technically evaluated based on the specifications indicated in Section 3 in bid document. None 1720088883000 0 None None ELIGIBILITY The Bidder or any of his partner shall not be under Corporate Debt Restructuring (CDR) / Strategic Debt Restructuring (SDR) or Bureau of Industrial and Financial Reconstruction (BIFR) in the last 5 Years prior to bid submission date. In this regard, the Bidder shall submit along with Bid, a certificate from their Statutory Auditor with a declaration that, the Bidder is not under CDR / SDR or BIFR. None 1720088905000 0 None None ELIGIBILITY During technical evaluation, if the employer finds that any certificates / information furnished is false, such bidders will be disqualified and barred from participation in the bid. None 1720088948000 0 None None ELIGIBILITY Bids not satisfying minimum duty point parameters, efficiency parameters of pumps and motors and velocity parameters as specified in bid document shall be rejected None 1720088966000 0 None None ELIGIBILITY During technical evaluation, if the employer finds that any certificates / information furnished is false, such bidders will be disqualified and barred from participation in the bid. None 1720088984000 0 None None ELIGIBILITY If any bidder fails to satisfy the conditions mentioned above, such bids will be rejected and their financial bids will not be opened. None 1720089002000 0 None None ELIGIBILITY For laying M.S. pipe line the contractor shall engage only those agencies who have done similar job. None 1720089019000 0 None None ELIGIBILITY The bidder should enclose the detailed methodology of execution of the scheme as per the scope of work. None 1720089034000 0 None None ELIGIBILITY The Bidder shall be responsible for successful performance of the contract None 1720089064000 0 None None ELIGIBILITY For construction of Transmission line/Substation Works, the contractor shall engage only those agencies who are licensed to do the power line construction works in Karnataka. They should have constructed at least one similar single power line equal to 80 percent of the length (4 km) of power line for the work tendered in a single contract. The details of the transmission line construction contractor with registration certificate and certificates of experience signed by an officer of not below the rank of Executive Engineer of KPTCL shall be submitted for KNNLs verification post award of the work. None 1720089092000 0 None None ELIGIBILITY The Bidder to participate in the tender under single bid basis only. Any violation will attract disqualification of the bid. None 1720089110000 0 None None ELIGIBILITY The pump manufacturer shall not enter into a Tie-up with more than one bidder. None 1720089122000 0 None None ELIGIBILITY The stamp duty amount for Joint Venture/ Tie-up etc. should be according to prevailing rules. None 1720089135000 0 None None ELIGIBILITY The contractor/authorized signatory should attach his/her scanned signature to the Schedule-B before uploading and also submitting their tenders. None 1720089147000 0 None None ELIGIBILITY If any of the dates mentioned above happen to be a general holiday, the next working day holds good. None 1720089170000 0 None None ELIGIBILITY The work of the construction of transmission line should be got done through a Government Licensed, Super grade Electrical contractor CEIG approved, who have the experience of carrying out such works. None 1720089188000 0 None None ELIGIBILITY The diameters of the rising main and thickness of the rising main shall not be less than the figures indicated in the enclosed schematic diagram. Further any discrepancies in the above shall not account to financial implications to the employer. None 1720089689000 0 None None ELIGIBILITY Further information can be had from the undersigned during office hours on Telephone No 08354 297046 None 1720089760000 0 None None ELIGIBILITY Conditional tenders are liable to be rejected. The officer competent to accept the tender shall have the right to reject any or all the tenders without assigning any reason whatsoever. None 1720089781000 0 None None ELIGIBILITY Corrigendum will be published in the web site/ newspapers/e-portal of all modifications /corrections if any. None 1720089796000 0 None None ELIGIBILITY The intending bidders should note that, if any of lands either in part/ parts or in whole required for the work is not acquired by the Nigam, it shall be the responsibility of the bidder to take the possession of such land and start the work by obtaining consent of the land owners before commencement of work at no extra cost to the Nigam and no claim / delays whatsoever relating to on account of non-availability of land would be entertained. None 1720089815000 0 None None ELIGIBILITY All the designs of the various components shall be as per the relevant IS Codes and specifications and are subject to approval of the Chief Engineer.The designs so submitted should comply with the locations of project components as detailed in Broad scope of Works in the Present tender. None 1720089976000 0 None None ELIGIBILITY If the percentage quoted by the contractor for the work is below ninety percent of the updated recast estimated amount put to tender, then the contractor shall furnish an additional performance security in the form of Bank Guarantee for an amount equivalent to the difference between the cost as per quoted percentage and 90 percentage of the updated cost put to tender. In case of contractor quoting above 125 percentage of updated cost put to tender, then the over and above 125 percentage of the updated cost put to tender will be withheld during the progress of work. The additional performance will be released proportionately to the bill amount till the contractor achieves progress of the entire cost of the work as per agreement. The additional performance security and withheld amount in the later case will be released only after 30 days from the date of entire work contracted is fully completed and so certified by the competent. (If BG submitted while issuing fresh BG or extending any existing BG, claim period of a minimum one year from the date of expiry of validity period of BG is to be specified invariably) None 1720090208000 0 None None ELIGIBILITY They should abide by the directions of Government towards recovery of 1% (or as modified by the Government from time to time) Cess from the contractors bill under the provisions of building and other constructions worker welfare cess Act 1996. None 1720090238000 0 None None ELIGIBILITY The intending bidders are advised to visit the site of work, make themselves familiar with local situation about the availability of construction materials, work men, land required for construction activities, etc., and shall upload along with bid with details of references for visit of different parts of the scheme in the form of photographs of site. None 1720090252000 0 None None ELIGIBILITY The contractor is responsible for any damages due to natural calamity the government or Nigam will not give any compensation for until the completion of maintenance period. None 1720090265000 0 None None ELIGIBILITY If any additions/alteration of location of lifting pointinvolved during execution, it is the responsibility of the agency to execute the work as per contemplated scope of the work, without causing any damages to existing infrastructure. If any damages occur during execution, the same shall be restored to the original condition at no extra cost. None 1720090280000 0 None None ELIGIBILITY The intending bidder/firm/company are advised to visit the work site before submission of the tenders. None 1720090292000 0 None None ELIGIBILITY The contractor should mention their recent correct portal address & mail address in declaration forms. None 1720090305000 0 None None ELIGIBILITY The tender processing charges paid by the bidder/firm/company are not refundable even if the tender is cancelled. None 1720090317000 0 None None ELIGIBILITY All materials like steel, cement, MS pipe etc., required for successful completion of the above work should be procured by the contractor only. No supply of any materials shall be made by KNNL None 1720090329000 0 None None ELIGIBILITY The bidder/firm/company shall send the authorization letter for their representation duly attesting their signature. None 1720090354000 0 None None ELIGIBILITY Operation Maintenance period/Defect liability period for this work is 60 months from the date of completion of work. The contractor shall take the responsibility of 5 years O&M including 2 years defect liability period from the date of issue of certificate by the competent authority for successful commissioning of the project. None 1720090382000 0 None None ELIGIBILITY Useful rubble and Stone chips obtained from excavation shall be issued to the contractor for use on works including enabling works and aggregate crushing at the rates specified for those materials in the prevailing Schedule of Rates None 1720090394000 0 None None ELIGIBILITY The bidder/firm/company shall adhere to accepted execution plan submitted by him under any circumstances without linking to the pending payment of the work & also land acquisition problems if any. None 1720090405000 0 None None ELIGIBILITY Typographical errors if any will not be the ground for any claims by the bidder/firm/company. None 1720090415000 0 None None ELIGIBILITY The amount put to tender is Inclusive of GST. The contractor shall quote the rates including GST. None 1720090427000 0 None None ELIGIBILITY The contractor shall also abide by the other conditions as laid down in Bid document. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Each tenderer in his or her name should have achieved in the last five years 2019-20 to 2023-24 should have satisfactorily completed or completed at least 90 percent of contract value if work is ongoing as a prime contractor, at least one lift irrigation scheme of value not less than Rs.99.40 crores. i. e usually not less than 50 percent estimated value of contract. Work done certificate issued by an officer not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle is to be uploaded for the technical bid. The cost of completed works of the previous year shall be given a weightage of 10 percent per year to bring it to the price level of financial year in which tenders are invited. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The intending Bidder i. e Individual or JV or Tie-up partner should have supplied and successfully commissioned at least 4 numbers of VT pumps with a capacity or flow rate not less than 1.00 cumecs for each pump with a head not less than 100 mtrs for each pump during the last 5 years i.e., from 2019-20 to 2023-24. The necessary work done certificate issued by an officer not below the rank of Executive Engineer and countersigned by the Superintending Engineer of the same circle should be uploaded. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The intending bidder i.e Individual or JV should have supplied, erected, tested, completed and commissioned MS pipes not less than 1000 mm inner diameter for a length of at least 9.00 kms in any one year during last 5 years i.e., from 2019-20 to 2023-24. The work done certificate should be obtained from a competent authority not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The intending Bidder i.e Individual or JV should have executed in any one year, the following minimum quantities of work usually 80 percent of the peak annual rate of construction during the last 5 years i.e., from 2019-20 to 2023-24. The necessary work done certificate issued by an officer not below the rank of Executive Engineer and countersigned by the Superintending Engineer of the same circle should be uploaded. A. Earthwork Excavation of 84750 cum, B. Reinforced Cement Concrete of 5560 cum, C. TMT STeel of 670 Tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Each Tenderer should further demonstrate Availability of the required or specified key and critical equipment for this work with the relevant documents like commitment agreements etc. for availability for this work are furnished. The following key and critical equipment for the work. Tipper-4 , 2 own 2 lease, Excavators-2, 1 own 1 lease, Mobile Crane-2, 1 own 1 lease, Water tanker-2, 1 own 1 lease and Self loading Concrete mixers- 2, 1 own 1 lease. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Machineries and Equipments None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity as AXNX1.5 - B Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Bid Capacity None None None None Annual turnover should not be less than Rs. 265.10 crores in any of the 2 FY during 19-20 to 23-24. In case of JV all partners combined satisfy the annual turnover. Lead partner should have at least 51 percent of Turnover in any of the Two yrs during the last 5 yrs. Audited P and L account certified by a practicing CA with the copy of ITR filed for the years indicated above should be furnished mentioning UDIN on TO certif. from CA. TO cert. without UDIN will not be considered. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid asset and/or availability of credit facilities of not less than Rs. 49.70 crores unconditional credit lines/letters of credits/certificates from nationalized/scheduled banks for meeting the fund requirement etc. The contractor should upload necessary documents issued by the nationalized/scheduled banks as per prescribed format enclosed in section 3 .valid for six months. Further the agency has to furnish the above credit facilities for the entire work period as per tender. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None The number of JVs shall not exceed 3. All the partners should have achieved in at least two financial years 25 percent of prescribed annual turnover as in Qualification criteria in the last 5 years i.e., 2019-20 to 2023-24. The lead partner should have at least 51% partnership Others Joint Venture createdTs version createdDate modifiedDate documentName None None None None Others -- Joint Venture None None None None In case of JV all the partner are jointly and severely responsible for successful performance of the contract The lead partner shall enter in to a joint venture agreement on stamp Paper in the prescribed format which shall be concluded prior to bidding and enclosed to the bid document and submit along with the request for bid document. The stamp duty amount for Joint Venture or Tie-up etc. should be according to prevailing rules. Others Joint Venture createdTs version createdDate modifiedDate documentName None None None None Others -- Joint Venture None None None None The qualification criteria can be satisfied by Individually or Joint Venture by adding collectively the credentials of all JV partners. All the partners should have achieved at least 25 percent of prescribed annual turnover in the last five years i. e. 2019-20 to 2023-24. However the lead partner should have at least 51 percent partnership. Others Joint Venture createdTs version createdDate modifiedDate documentName None None None None Others -- Joint Venture None None None None The intending bidder can submit bids as an Individual or Joint Venture bidder along with Tie up of pump manufacturer. The Tie up is to be formed prior to the bidding.Tenders from a Tie up proposed in this bid, the bidder shall upload an agreement with only one pump manufacturer on stamp paper in the prescribed format which shall be concluded prior to bidding and enclosed to the bid document. For proof of the Tie up, in the Technical bid, the prescribed format under section 11 Annexure II shall be followed. multiple tie up not allowed. The pump manufacturer shall not enter into a Tie up with more than one bidder. The stamp duty amount for Joint Venture or Tie-up etc. should be according to prevailing rules. Others Tie up createdTs version createdDate modifiedDate documentName None None None None Others -- Tie up None None None None The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in-charge, not below the rank of an Executive Engineer or equivalent. Others commitments and ongoing works createdTs version createdDate modifiedDate documentName None None None None Others -- commitments and ongoing works
tenderCriterionDocumentList	documentName optional documentTypeText A copy of the PWD or CPWD Class I Registration Certificate True Technical Bid Copy of Valid Employees Provident Fund Registration Certificate with recently paid challan copy True Technical Bid Copy of Valid GST Registration Certificate and PAN card True Technical Bid Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded as in Section 3 Qualification Information. True Technical Bid The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. True Technical Bid Contact address, scanned signature, contact number and email of the Tenderer. True Technical Bid The joint venture of the individual bidders shall be formed prior to the bidding and necessary agreement for having joint venture before bidding should be uploaded. True Technical Bid The individual bidders of joint venture should be Class I Contractor registered in Karnataka PWD/Central PWD separately. A copy of valid KPWD/CPWD Class I registration certificate of individual bidders of joint venture should be uploaded. True Technical Bid The number of JVs shall not exceed 3. All the partners should have achieved in at least two financial years 25 percent of prescribed annual turnover as in Qualification criteria in the last 5 years i.e., 2019-20 to 2023-24. The lead partner should have at least 51 percent partnership True Technical Bid In case of JV all the partner are jointly and severely responsible for successful performance of the contract The lead partner shall enter in to a joint venture agreement on stamp Paper in the prescribed format which shall be concluded prior to bidding and enclosed to the bid document and submit along with the request for bid document. The stamp duty amount for Joint Venture or Tie-up etc. should be according to prevailing rules. True Technical Bid One of the partners of JV i. e. Lead Partner shall be duly authorized with a legally binding power of attorney to apply for tender forms and to sign the tender and to make further correspondences and deal with KNNL on behalf of JV. True Technical Bid The qualification criteria can be satisfied by Individually or Joint Venture by adding collectively the credentials of all JV partners. All the partners should have achieved at least 25 percent of prescribed annual turnover in the last five years i. e. 2019-20 to 2023-24. However the lead partner should have at least 51 percent partnership. True Technical Bid The intending bidder can submit bids as an Individual or Joint Venture bidder along with Tie up of pump manufacturer. The Tie up is to be formed prior to the bidding.Tenders from a Tie up proposed in this bid, the bidder shall upload an agreement with only one pump manufacturer on stamp paper in the prescribed format which shall be concluded prior to bidding and enclosed to the bid document in prescribed format True Technical Bid multiple tie up not allowed. The pump manufacturer shall not enter into a Tie up with more than one bidder. The stamp duty amount for Joint Venture or Tie-up etc. should be according to prevailing rules. True Technical Bid Each tenderer in his or her name should have achieved in the last five years satisfactorily completed or completed at least 90 percent of contract value if work is ongoing as a prime contractor, at least one lift irrigation scheme of value not less than Rs.99.40 crores. i. e usually not less than 50 percent estimated value of contract. Work done certificate issued not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle True Technical Bid Annual turnover should not be less than Rs. 265.10 crores in any of the 2 FY during 19-20 to 23-24. In case of JV all partners combined satisfy the annual turnover. Lead partner should have at least 51 percent of Turnover in any of the Two yrs during the last 5 yrs. Audited P and L account certified by a practicing CA with the copy of ITR filed for the years indicated above should be furnished mentioning UDIN on TO certif. from CA. TO cert. without UDIN will not be considered. True Technical Bid Liquid asset and/or availability of credit facilities of not less than Rs. 49.70 crores unconditional credit lines/letters of credits/certificates from nationalized/scheduled banks for meeting the fund requirement etc. The contractor should upload necessary documents issued by the nationalized/scheduled banks as per prescribed format enclosed in section 3 .valid for six months. Further the agency has to furnish the above credit facilities for the entire work period as per tender. True Technical Bid The intending Bidder i. e Individual or JV or Tie-up partner should have supplied and successfully commissioned at least 4 numbers of VT pumps with a capacity or flow rate not less than 1.00 cumecs for each pump with a head not less than 100 mtrs for each pump during the last 5 years i.e., from 2019-20 to 2023-24. The necessary work done certificate issued by not below the rank of Executive Engineer and countersigned by the Superintending Engineer of the same circle True Technical Bid The intending bidder i.e Individual or JV should have supplied, erected, tested, completed and commissioned MS pipes not less than 1000 mm inner diameter for a length of at least 9.00 kms in any one year during last 5 years i.e., from 2019-20 to 2023-24. The work done certificate should be obtained from a competent authority not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle. True Technical Bid Each Tenderer should further demonstrate Availability of the required or specified key and critical equipment for this work with the relevant documents like commitment agreements etc. for availability for this work are furnished. The following key and critical equipment for the work. Tipper-4 , 2 own 2 lease, Excavators-2, 1 own 1 lease, Mobile Crane-2, 1 own 1 lease, Water tanker-2, 1 own 1 lease and Self loading Concrete mixers- 2, 1 own 1 lease. True Technical Bid The intending Bidder i.e Individual or JV should have executed in any one year during the last 5 years, the following minimum quantities of work. The necessary work done certificate issued by an officer not below the rank of Executive Engineer and countersigned by the Superintending Engineer of the same circle should be uploaded. A. Earthwork Excavation of 84750 cum, B. Reinforced Cement Concrete of 5560 cum, C. TMT STeel of 670 Tonne True Technical Bid Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity as AXNX1.5 - B True Technical Bid The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in-charge, not below the rank of an Executive Engineer or equivalent. True Technical Bid The Bidder or any of his partner shall not be under Corporate Debt Restructuring CDR/ Strategic Debt Restructuring SDR or Bureau of Industrial and Financial Reconstruction BIFR in the last 5 Years prior to bid submission date. In this regard, the Bidder shall submit along with Bid, a certificate from their Statutory Auditor with a declaration that, the Bidder is not under CDR / SDR or BIFR. True Technical Bid Any other document as per tender notification or Bid document True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti- Byadara Aralikatti, Bagalkote District 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalkote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalkote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalkote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalkote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalkote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7 Lift Irrigation Scheme Bagalkote Bagalkote Bagalkot BILGI Udagatti-B Aralikatti Bagalakote dist 16 14 7 75 43 7
tenderAddress	createdTs 1720182145000 version 0 createdDate None modifiedDate None blockNumber Office of the Chief Engineer, KNNL, Irrigation (N) Zone, Club Road, Belagavi street None city Belagavi state Karnataka pin 590001
tenderRecallDTO	None