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bidValueTypeTextLumpsum
tenderReceiptClose05-08-2024 16:00:00
tenderQueryClose30-07-2024 17:00:00
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publishedDate04-07-2024 18:30:00
publishedByPostKNNL_EE_DIV_GRBCC4_CKD
publishedByUserKPE10213 - SOMANINGAPPA KARAGAR
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tenderNumberKNNL/2024-25/LI/WORK_INDENT1213
titleSurvey, Investigation, Design, Supply, Installation, Testing and Commissioning of KARAGAON LIFT IRRIGATION SCHEME PHASE 1 (Head Works consisting of construction of Intake Canal, Jack well cum pump house, pumps, raising main, Power supply related works, etc.,) for providing irrigation facility to 8390 Ha area in Chikodi taluk, Belagavi District by lifting water from Krishna River near Kallol Village during Kharif season including O&M for a period of 5 years after completion on Turn-Key Basis
descriptionSurvey, 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, Pump house Electrical works, Necessary valves, Delivery Pipe, Manifold system, Power supply including terminal bay, 110 KV Electrical Sub Station, Transmission line, Raising Main and Delivery Chamber) for providing irrigation facility to 8390 Ha of command area in Chikkodi taluk, Belagavi District by lifting water from Krishna River near Kallol Village during Kharif season including Operation and Maintenance for a period of 5 years after successful completion of work KARAGAON LIFT IRRIGATION SCHEME on Turn-Key Basis PHASE 1 work
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locationNameKNNL Division GRBCC Div No 4 Chikkodi
provisionalAmount1000000000.0
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17199964360000NoneNoneLift Irrigation SchemeSection I Electro mechanical works- (1.1) pumping machinery and pumphouse electrical works 4 nos of (3 working 1 stand by) Vertical Turbine pump of capacity 3690 HP each at Jackwell cum pump house (Stage - I)347925069.88
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3441688122152Nonecode01Design, manufacturing, supply, errection, trail running, performance test and commissioning of vertical turbine pump of approved make conforming to IS:1710(1989) having specified pump output under specified operating head coupled to HT/LT ,WITH motor of adeuate HP rating operating at suitable KV with flexible coupling, self water lubricated thrust bearings, discharge Tee with flanged end for connecting delivery pipe with all other standard accessories and saftey device etc..complete as per specification. Motor rating 2752.74 KW (3690 HP) x 4 (3 Working + 1 Standby) (SR Item No.4.14, page 26 of MI SR Part B, Government of Karnataka, for 2021 - 22)HP19204.519204.514760.0FalseNoneNoneFalseNoneFalse283458420.00
3441689122152Nonecode02Supply 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) For PN 2.5 800 mm diameter butterfly valve with accessories for PN 2.5 (SR Item No.46.2 BWSSB SR Page no 78, for 2021 - 22)Set1164158.211164158.214.0FalseNoneNoneFalseNoneFalse4656632.840
3441690122152Nonecode03Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual late 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 300 800 mm diameter check valve with accessories (SR Item No.4.23.e, page 25 of MI SR 2021-22Set426092.1426092.14.0FalseNoneNoneFalseNoneFalse1704368.40
3441691122152Nonecode04Supply and fixing of single chamber triple function tamper proof (Both the orifcees to be housed in the single chamber) Air valves with body and cover in Ductile cast iron of grade GGG 50. All internal parts such as float, shell etc, all cover bolts of austentic alloy/ SS 304 steel, DN 50 float of HOSTAFLON/ SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAI.5005. The valves should be designed for all the Three functions. i.e, 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes.3. Small orifice for discharge of pressurized air during operation. 200 mm diameter air valve with accessories for PN 2.5 (SR Item No.4.23.e, page 25 of MI SR 2021-22Set64281.864281.84.0FalseNoneNoneFalseNoneFalse257127.20
3441692122152Nonecode05Supply, install, test & Commissioning Metallic dismantalling joint of approved make. 800 mm diameter air valve with accessories for PN 2.5 Market rateSet191476.24191476.244.0FalseNoneNoneFalseNoneFalse765904.960
3441693122152Nonecode06Manufacturing, 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 etc., complete as per specifications and approved drawings with all lead and lift. 800 mm Dia and 16 mm thick(SR Item No.4.6, page 24 of MI SR, Government of Karnataka, for 2021 - 22)Rmtr55621.9655621.9660.0FalseNoneNoneFalseNoneFalse3337317.60
3441694122152Nonecode07Manufacturing, 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 delivary 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 etc.,complete as per specifications and approved drawings with lead upto 1 km and all lifts ( excluding cost of thrust block for anchoring / encasing anifild pipe). 1200 mm Dia and 24 mm thick (SR Item No.4.7, page 24 of MI SR, Government of Karnataka, for 2021 - 22)Rmtr213836.57213836.5720.0FalseNoneNoneFalseNoneFalse4276731.40
3441695122152Nonecode08Design, 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 in pump 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 etc., complete as perspecifications and approved drawings with all leads and lifts .(SR Item No.6.41., page 85 of WRD SR, Government of Karnataka, for 2021 - 22)Tonne244083.0244083.030.0FalseNoneNoneFalseNoneFalse7322490.00
3441696122152Nonecode09Supplying, installing and commissioning electrode actuated water level transmitter of approved make with all accessoreis to protect against dry running of pump. (SR Item No.4.33, page 31 of MI SR, Government of Karnataka, for 2021 - 22)Set193197.27193197.271.0FalseNoneNoneFalseNoneFalse193197.270
3441697122152Nonecode10Design, 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 vacum circuit breaker of suitable capacity for 2 number incoming 1600A and 7 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. (SR Item No.4.27, page 29 of MI SR, Government of Karnataka, for 2021 - 22)Set5630139.95630139.91.0FalseNoneNoneFalseNoneFalse5630139.90
3441698122152Nonecode11Supply, 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.(SR Item No.4.39, page 30 of MI SR, Government of Karnataka, for 2021 - 22)Set5064807.625064807.624.0FalseNoneNoneFalseNoneFalse20259230.480
3441699122152Nonecode12Supply, installation and commissioning of High tension Power factor capacitor bank operating at 6.6 KV of specified KVAr rating with all accessories complete as per specifications, terms and conditions of contract. (SR Item No.4.29, page 30 of MI SR, Government of Karnataka, for 2021 - 22)Set1354177.441354177.444.0FalseNoneNoneFalseNoneFalse5416709.760
3441700122152Nonecode13Supply 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. (SR Item No.4.35, page 30 of MI SR, Government of Karnataka, for 2021 - 22)Each466111.8466111.81.0FalseNoneNoneFalseNoneFalse466111.80
3441701122152Nonecode14Battery charger: 110 V,100AH 2 no. of boost battery charger including control panels, change over arrangement etc., complete along with DC distribution panel (indoor)(SR Item No.V.C.4,Page No 07 of KPTCL Electrical Vol 6 for Feb 22 Common SOR)Set231996.5231996.52.0FalseNoneNoneFalseNoneFalse463993.00
3441702122152Nonecode15Supplying of 1.1 KV LT UG cable having aluminium conductor PVC insulated, extruded inner sheathed,galvanised,steel strip confirming to IS-3975:1990 (No. of Strip indicated in GTP) & extruded PVC outer sheathed armoured cable with specified IS-1554 Part-1:1988 & confirming to the attached GTP of GROUP-A. ( 55 / 7.4). 4 core 10 sqmm (SR Item No.X.B.4,Page No 09, KPTCL, Electrical Vol 6 for Feb 22Km356478.0356478.00.18FalseNoneNoneFalseNoneFalse64166.040
3441703122152Nonecode16Supplying of 1.1 KV LT UG cable having aluminium conductor PVC insulated, extruded inner sheathed,galvanised,steel strip confirming to IS-3975:1990 (No. of Strip indicated in GTP) & extruded PVC outer sheathed armoured cable with specified IS-1554 Part-1:1988 & confirming to the attached GTP of GROUP-A. ( 55 / 7.4). 4 core 25 sqmm (SR Item No.X.B.4,Page No 09, KPTCL, Electrical Vol 6 for Feb 22Km266420.4266420.40.15FalseNoneNoneFalseNoneFalse39963.060
3441704122152Nonecode17Supplying of 1.1 KV LT UG cable having aluminium conductor PVC insulated, extruded inner sheathed,galvanised,steel strip confirming to IS-3975:1990 (No. of Strip indicated in GTP) & extruded PVC outer sheathed armoured cable with specified IS-1554 Part-1:1988 & confirming to the attached GTP of GROUP-A. ( 55 / 7.4). 4 core 95 sqmm (SR Item No.1.13 Page No 5 of 28, KPTCL, Electrical Vol 6 for 22Km630819.72630819.720.15FalseNoneNoneFalseNoneFalse94622.9580
3441705122152Nonecode18Supplying 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 (SR Item No.2.5,Page No 04 of 47, KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022) 1). 4 Core 2.5 Sq.mm CablesRmtr166.38166.38250.0FalseNoneNoneFalseNoneFalse41595.00
3441706122152Nonecode19Supplying 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 (SR Item No.2.5,Page No 04 of 47, KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022) 2). 4 Core 6.0 Sq.mm CablesRmtr350.46350.46250.0FalseNoneNoneFalseNoneFalse87615.00
3441707122152Nonecode20Supplying 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 (SR Item No.2.5,Page No 04 of 47, KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022) 3). 2 Core 6.0 Sq.mm CablesRmtr211.22211.22250.0FalseNoneNoneFalseNoneFalse52805.00
3441708122152Nonecode21Supplying 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 (SR Item No.2.5,Page No 04 of 47, KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022) 4). 2 Core 2.5 Sq.mm CablesRmtr93.2293.22250.0FalseNoneNoneFalseNoneFalse23305.00
3441709122152Nonecode22Supplying 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 (SR Item No.2.5,Page No 04 of 47, KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022) 5). 4 Core 4 Sq.mm CablesRmtr186.44186.44250.0FalseNoneNoneFalseNoneFalse46610.00
3441710122152Nonecode23Supplying, laying and connecting xLPE 6.6 KV(E) 3 core Aluminium cable suitable for 28 KA short circuit rating with end connecters from HT panel to motor, starters, capacitor panels etc., complete as per directions. (SR Item No.4.38, page 30 of MI SR, Government of Karnataka, for 2021 - 22) 17.a). From HT Panel to Soft stater & motors 1) 3 core 400 sqmm cable with end connectersRmtr2086.482086.48400.0FalseNoneNoneFalseNoneFalse834592.00
3441711122152Nonecode24Supplying, laying and connecting xLPE 6.6 KV(E) 3 core Aluminium cable suitable for 28 KA short circuit rating with end connecters from HT panel to motor, starters, capacitor panels etc., complete as per directions. (SR Item No.5.65.4, page 119 of WRD SR, Government of Karnataka, for 2018-19) 17.b). From Transformer to panel 2) 3 core 400 sqmm cable with end connectorsRmtr2086.482086.48800.0FalseNoneNoneFalseNoneFalse1669184.00
3441712122152Nonecode25Grounding of equipments including cost of 40mm dia 2.5 mm thick, class 'C' G.I pipe of 3 metre length as per specifications, with 50x6 mm GI Flats 3 meter long, salt charcoal, including excavation charges. (SR Item No.11.A,Page No 12 of 27, KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Set6090.576090.5715.0FalseNoneNoneFalseNoneFalse91358.550
3441713122152Nonecode26Grounding of equipment with 50 x 6 mm 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 etc., (SR Item No.29.C,Page No 17 of 27, KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Rmtr266.68266.68450.0FalseNoneNoneFalseNoneFalse120006.00
3441714122152Nonecode27Supply, 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. (SR Item No.4.30, page 30 of MI SR, Government of Karnataka, for 2021 - 22)Set464587.83464587.834.0FalseNoneNoneFalseNoneFalse1858351.320
3441715122152Nonecode28Supplying and fixing Butterfly valve actuator DOL panel board with push button starter and all other accessories including wiring for specified number of valves etc complete. (SR Item No.4.21, page 28 of MI SR, Government of Karnataka, for 2021 - 22)Set466111.8466111.84.0FalseNoneNoneFalseNoneFalse1864447.20
3441716122152Nonecode29Supplying, installing, testing and commissioning of Dewatering Pump (30kW), including cost of all materials, machinery, labour, etc., complete with all leads and lifts. Market RateSet326683.0326683.02.0FalseNoneNoneFalseNoneFalse653366.00
3441717122152Nonecode30Supplying 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. (SR Item No.4.32, page 30 of MI SR, Government of Karnataka, for 2021 - 22)Set95068.4795068.474.0FalseNoneNoneFalseNoneFalse380273.880
3441718122152Nonecode31Supplying and Installation of Auxiliary transformer 6.6KV/ 433V, 160 KVA rating copper wound, insulating oil filled with all accessories complete as per specifications. (SR Item No.4.36, page 30 of MI SR, Government of Karnataka, for 2021 - 22)Set398648.25398648.252.0FalseNoneNoneFalseNoneFalse797296.50
3441719122152Nonecode32Supplying and Installing, assembling, filling of acid, wiring, assisting, test-charging and discharging Battery set of 110 V, 100 AH. Basic Rate for 110 V 100 AH Battery set (SR Item No V.A.5,Page No 7 of KPTCL, Electrical Vol 6 for Feb 22Common SOR)Set498568.88498568.882.0FalseNoneNoneFalseNoneFalse997137.760
17199964360000NoneNoneLift Irrigation SchemeSection I Electro mechanical works- (1.2) Pump House Lighting300041.82
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3441720122153Nonecode01Concealed Conduit System Supplying 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 No.1.2.2,Page No 1 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Per Mtr82.682.6300.0FalseNoneNoneFalseNoneFalse24780.00
3441721122153Nonecode02Supplying 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 No.1.3.2,Page No 1 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Per Mtr94.494.4200.0FalseNoneNoneFalseNoneFalse18880.00
3441722122153Nonecode03Supplying 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 No.2.5.1, Page No 4 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Per Mtr59.059.0400.0FalseNoneNoneFalseNoneFalse23600.00
3441723122153Nonecode04Supplying 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 No.2.5.3, Page No 4 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Per Mtr103.84103.84300.0FalseNoneNoneFalseNoneFalse31152.00
3441724122153Nonecode05Point 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 No.2.1.1, Page No 2 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each Point325.68325.6830.0FalseNoneNoneFalseNoneFalse9770.40
3441725122153Nonecode06Point 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 No.2.1.2, Page No 2 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each Point455.48455.4825.0FalseNoneNoneFalseNoneFalse11387.00
3441726122153Nonecode07Point 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 No.2.1.3, Page No 2 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each Point669.06669.0615.0FalseNoneNoneFalseNoneFalse10035.90
3441727122153Nonecode08Supplying 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 No.5.17.4, Page No 13 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each1301.541301.5410.0FalseNoneNoneFalseNoneFalse13015.40
3441728122153Nonecode09Supplying 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 No.5.17.9, Page No 13 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each2830.822830.822.0FalseNoneNoneFalseNoneFalse5661.640
3441729122153Nonecode10Supplying 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 No.5.18.11, Page No 13 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each3602.543602.542.0FalseNoneNoneFalseNoneFalse7205.080
3441730122153Nonecode11Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 12" Sweep (300mm)(SR No.6.2.1, Page No 22 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each3536.463536.468.0FalseNoneNoneFalseNoneFalse28291.680
3441731122153Nonecode12Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. (SR No.13.13, Page No 46 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each828.36828.368.0FalseNoneNoneFalseNoneFalse6626.880
3441732122153Nonecode13Supply of round/square recess/surface mounted rolling type 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 80. Power Input: 220-240V @ 50/60Hz & Power factor 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 No.11.5.2, Page No 34 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each985.3985.310.0FalseNoneNoneFalseNoneFalse9853.00
3441733122153Nonecode14Supplying and fixing of slim patty fitting, made out of CRCA Sheet metal body with locking type holder completely wired. Excluding Ballast & Flouresent Tube.1 x 4' Tube light fitting.(SR No.11.13.2, Page No 38 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each286.74286.7420.0FalseNoneNoneFalseNoneFalse5734.80
3441734122153Nonecode15Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. Electronic stepped regulator. (SR No.3.14.15, Page No 06 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each260.78260.784.0FalseNoneNoneFalseNoneFalse1043.120
3441735122153Nonecode16Supplying 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 No.6.3.2, Page No 22 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each2560.62560.64.0FalseNoneNoneFalseNoneFalse10242.40
3441736122153Nonecode17Fixing 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 No.13.11, Page No 46 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each331.58331.584.0FalseNoneNoneFalseNoneFalse1326.320
3441737122153Nonecode18Supplying and Fixing 32mm dia class A GI pipe bracket up to 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing LED street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clamps, bolts, nuts and wiring using suitable capacity wires.(SR No.13.1.2, Page No 45 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each1340.481340.4810.0FalseNoneNoneFalseNoneFalse13404.80
3441738122153Nonecode19Fabricating 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 No.5.42.3, Page No 15 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Sq CM0.380.3830000.0FalseNoneNoneFalseNoneFalse11400.00
3441739122153Nonecode20Supplying 4mm thick plastic sheet with necessary nitchesfor fixing switches, regulators etc., and fixing on existing wooden or metal box using N.F. screws. (SR No.3.8, Page No 6 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Sq CM0.340.3420000.0FalseNoneNoneFalseNoneFalse6800.00
3441740122153Nonecode21Supplying 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 No.3.1.2, Page No 5 of 47,KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each168.74168.7440.0FalseNoneNoneFalseNoneFalse6749.60
3441741122153Nonecode22Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70 percentage, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with 40W System Power consumption. LED Efficiency 130lm/w, nominal CRI 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 No.11.8.2, Page No 36 of 47 KPTCL, ESCOMS PWD Electrical Vol 6 for 2021 -2022)Each4308.184308.1810.0FalseNoneNoneFalseNoneFalse43081.80
17199964360000NoneNoneLift Irrigation SchemeSection-1 Electro mechanical works 2)Electrical sub station 2.1)Supply of Material for 110 kv / 6.6 kv electrical sub station with fright and insurance charges55067210.86
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3441742122154Nonecode01POWER TRANSFORMER : Power Transformer 2 X 10.5 MVA, 110/6.6 K V Delta / Star, Dyn11, 3 Ph, 50Hz, core type winding with OLTC, RTCC panel, etc, complete filled with Transil oil with 10% spare oil. Market rate for Material (SR No.14,15,16,17, Page No 13 of 27, KPTCL,Electrical Vol 6 for 2021 -22 Common SOR)Nos18670367.118670367.12.0FalseNoneNoneFalseNoneFalse37340734.20
3441743122154Nonecode02CIrcuIt breakers: SF-6 cIrcuIt breakers wIth semI pneumatIc/ pneumatIc operated/ sprIng type operatIng mechanIsm, IncludIng mountIng structure wIth rIgId, bImetallIc termInal connector suItable for sIngle LYNX ACSR conductor and mountIng structure. (A) 110 kV, 1250 A, 40 kA SF6. (SR Item no .7.IV, Page No 12,KPTCL, ElectrIcal Vol 6 for Feb 22 Common SOR)(SR,Item no.18 Page No 13 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos761737.2761737.23.0FalseNoneNoneFalseNoneFalse2285211.60
3441744122154Nonecode03ISOLATORS: Isolators including marshalling box and solid core cylindrical post insulators. 110kV, 1250 A, 31.5 kA class double break Electrically cum manually operated isolator For Incoming Line (I) Upright mounting type with earth switch LPH 4600 mm. (SR Item No.1.7.2.1,Page No 3 of 28,KPTCL,Electrical Vol 6 for 2021 -22 Common SOR)(SR No.21.A.B, Page No 14 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)Set289241.25289241.251.0FalseNoneNoneFalseNoneFalse289241.250
3441745122154Nonecode04ISOLATORS: Isolators including marshalling box and solid core cylindrical post insulators. 110kV, 1250 A, 31.5 kA class double break Electrically cum manually operated isolator For Incoming Line (II) Upright mounting type without earth switch.(Live ponit Height 4600mm) (SR Item No.1.7.2.2,Page No 3 of 28,KPTCL,Electrical Vol 6 for 2021 -22 Common SOR)(SR No.21.A.B, Page No 14 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)Set287567.68287567.684.0FalseNoneNoneFalseNoneFalse1150270.720
3441746122154Nonecode05CURRENT TRANSFORMER: Current transformer single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR. (I) For Incoming line: 110 kV , 31.5kA, 3 core CT ratio of 400-200/ 1-1-1 Amp For differential/ Distance protection PS class (for lines) For Metering: Accuracy 0.2S. (SR Item no .VII .5, Page No 8,KPTCL, ElectrIcal Vol 6 for Feb 22 Common SOR)(SR No.19.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos137588.0137588.03.0FalseNoneNoneFalseNoneFalse412764.00
3441747122154Nonecode06CURRENT TRANSFORMER: Current transformer single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR. (II) For Metering: 110 kV class, 31.5kA, 2 core CT ratio 400-200/1-1A Accuracy 0.2S, burden 10VA For 5P20 Burden 30VA. (SR Item no .VII .5, Page No 8,KPTCL, ElectrIcal Vol 6 for Feb 22 Common SOR)(SR No.19.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos137588.0137588.03.0FalseNoneNoneFalseNoneFalse412764.00
3441748122154Nonecode07CURRENT TRANSFORMER: Current transformer single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR. (IlI) For Transformer: 110 kV class, 31.5kA, 3 core CT ratio 400-200/1-1-1 A For Metering: Accuracy 0.2S, burden 10VA For differentialprotection PS class (SR Item no .VII .5, Page No 8,KPTCL, ElectrIcal Vol 6 for Feb 22 Common SOR)(SR No.19.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos137588.0137588.06.0FalseNoneNoneFalseNoneFalse825528.00
3441749122154Nonecode08CURRENT TRANSFORMER: Current transformer single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR. (iv)NCT 800 - 600-400/1-1-1A (SR Item no .VII .14, Page No 8,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR No.20.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Set73797.273797.22.0FalseNoneNoneFalseNoneFalse147594.40
3441750122154Nonecode09VOLTAGE TRANSFORMER: A) VOLTAGE TRANSFORMER for Metering : Single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR 110 kV class 110 kV/Root3 110v/Root3 110 v/Root3 Core 1: 300 VA, Accuracy class 0.2 metering Core 2: 300 VA, Accuracy class 3P protection Core 3: 50 VA. (SR Item no .IX .2, Page No 9,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR No.20.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos153848.4153848.43.0FalseNoneNoneFalseNoneFalse461545.20
3441751122154Nonecode10VOLTAGE TRANSFORMER: B) Bus Potential transformer , oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR 110 kV class 110 kV/Root3 110v/Root3 110 v/Root3 (SR Item no .IX .2, Page No 9,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR No.20.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos153848.4153848.43.0FalseNoneNoneFalseNoneFalse461545.20
3441752122154Nonecode11LIGHTNING ARRESTORS (I)96 kV, 10kA, Heavy duty Metal oxide (Discharge class 2 for lines & transformers ). (SR Item no .VI .2, Page No 8,KPTCL ElectrIcal Vol 6 for Jan )(SR No.22, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos52533.652533.69.0FalseNoneNoneFalseNoneFalse472802.40
3441753122154Nonecode12CT PT Operated ETV Meter 0.2s Accuracy Class with ABT feature.(for Main Metering and Check metering) (SR Item No.448, Item No.56.04 Page No 18 of 27 BESCOM Electrical Vol 6 for 2021 -22Common SOR)Nos19470.019470.02.0FalseNoneNoneFalseNoneFalse38940.00
3441754122154Nonecode13Outdoor type meter box to house ETV meters, made of CRCA steel mounted on angle iron frame work Meter box suitable for fixing 3 ETV meters (SR Item No.70, Item No.12.3 Page No 4 of 6 BESCOM Electrical Vol 6 for 2021 -22 Common SOR)Nos9927.09927.01.0FalseNoneNoneFalseNoneFalse9927.00
3441755122154Nonecode14CONTROL AND RELAY PANEL (I)110 kV, line panel Type 1L (SR Item No.2.2.6,Page No 5 of 28,KPTCL Electrical Vol 6 for 2021 -22Common SOR)(SR Item No.26, Page No 15 of 27, KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -22Common SOR)Nos867254.69867254.691.0FalseNoneNoneFalseNoneFalse867254.690
3441756122154Nonecode15CONTROL AND RELAY PANEL (II)110 kV/6.6 kV,Transformer panel.Type 1T1 (SR Item No.2.2.8,Page No 5 of 28,KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)(SR Item No.26, Page No 15 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)Nos1112655.391112655.392.0FalseNoneNoneFalseNoneFalse2225310.780
3441757122154Nonecode16STATION STRUCTURES (I) 110 kV station structure fabricated out of galvanised iron. Column type 1T1 with peak with 2.5 meter extn.(1.352 MT per tower) 4 Nos MT 5.408. (SR Item no .II .1, Page No 2,KPTCL ElectrIcal Vol 6 for Feb 22Common SOR)(SR Item No.13.a, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT148845.2148845.25.41FalseNoneNoneFalseNoneFalse805252.5320
3441758122154Nonecode17STATION STRUCTURES (II)110 kV station structure fabricated out of galvanised iron. Beam type 1B1 (0.552 MT per tower) 3 Nos 1.656 MT. (SR Item no .II .1, Page No 2,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR Item No.13.a, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT148845.2148845.21.66FalseNoneNoneFalseNoneFalse247083.0320
3441759122154Nonecode18MOUNTING STRUCTURES (I) 110 kV Isolators.live point height 6350 mm (0.924 MT per structure) 5 Nos 5.544 MT (SR Item no .II .2, Page No 2,KPTCL ElectrIcal Vol 6 forFeb 22 Common SOR )(SR Item No.13.b, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT135086.4135086.44.62FalseNoneNoneFalseNoneFalse624099.1680
3441760122154Nonecode19MOUNTING STRUCTURES (II)110 kV Current transformer. 110 kV CT's & 6.6 kV CT's (0.152 MT per structure) No 14 / 2.128 MT (SR Item no .II .2, Page No 2,KPTCL ElectrIcal Vol 6 forFeb 22 Common SOR )(SR Item No.13.b, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT135086.4135086.42.13FalseNoneNoneFalseNoneFalse287734.0320
3441761122154Nonecode20MOUNTING STRUCTURES (III)Voltage transformer. 110 kV (0.142 MT per structure) 9 Nos / 1.278 MT (SR Item no .II .2, Page No 2,KPTCL ElectrIcal Vol 6 forFeb 22 Common SOR )(SR Item No.13.b, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT135086.4135086.41.28FalseNoneNoneFalseNoneFalse172910.5920
3441762122154Nonecode21MOUNTING STRUCTURES (IV)Lightning arrestors.96 kV (0.111 MT per structure) 9 Nos / 0.999 MT (SR Item no .II .2, Page No 2,KPTCL ElectrIcal Vol 6 forFeb 22 Common SOR )(SR Item No.13.b, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT135086.4135086.41.0FalseNoneNoneFalseNoneFalse135086.40
3441763122154Nonecode22MOUNTING STRUCTURES (V)Pedestal for post insulators 110 kV (0.1410 MT per structure) 3 Nos 0.423 MT (SR Item no .II .2, Page No 2,KPTCL ElectrIcal Vol 6 forFeb 22 Common SOR )(SR Item No.13.b, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT135086.4135086.40.42FalseNoneNoneFalseNoneFalse56736.2880
3441764122154Nonecode23MOUNTING STRUCTURES (VI)Pedestal for high post insulators 110 kV side (0.218 MT per structure)6Nos 1.308 MT (SR Item no .II .2, Page No 2,KPTCL ElectrIcal Vol 6 forFeb 22 Common SOR )(SR Item No.13.b, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT135086.4135086.41.31FalseNoneNoneFalseNoneFalse176963.1840
3441765122154Nonecode24BUS BAR FORMATION (I) Aluminium Tube confirming to 6340 WP of IS-5082/1969 ( Bs 1600-Sch.40) of 75 mm size. 110 kV side. (SR Item No.7.1.1.2,Page No 6 of 28,KPTCL,Electrical Vol 6 for 2021 -22 Common SOR)m1607.71607.7300.0FalseNoneNoneFalseNoneFalse482310.00
3441766122154Nonecode25BUS BAR FORMATION (II) Straight taps made of 63mm Aluminium tube (BS-1600) of 1750mm vertical height for ver tical protection and cross bus on 110kV side with rounded off end (SR Item No.7.2.3,Page No 6 of 28,KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)Nos5908.785908.7812.0FalseNoneNoneFalseNoneFalse70905.360
3441767122154Nonecode26BUS BAR FORMATION (III) 7/3.15 mm wire for ground conductor (SR Item No.III.6,Page No 2,KPTCL, ElectrIcal Vol 6 for Feb 22 Common SOR )Km91933.891933.80.6FalseNoneNoneFalseNoneFalse55160.280
3441768122154Nonecode27INSULATORS (I) 110 kV Post insulator solid core insulator (SR Item No.XI.2,Page No 10,KPTCL, ElectrIcal Vol 6 for Feb 22 Common SOR )(SR Item No.23, Page No 14 of 27, KPTCL, ElectrIcal Vol 6 for 2021-22 Common SOR)Nos14917.8914917.899.0FalseNoneNoneFalseNoneFalse134261.010
3441769122154Nonecode28INSULATORS (II) Disc insulator 90 KN insulators with hardware set. (SR Item No.XI.6,Page No 10,KPTCL, ElectrIcal Vol 6 for Feb 22 Common SOR)Nos683.55683.5536.0FalseNoneNoneFalseNoneFalse24607.80
3441770122154Nonecode29HARDWARES (II) C type wedge connector suitable for LYNX to LYNX ASCR Conductor. (SR Item No.H.7,Page No 5,KPTCL ElectrIcal Vol 6 forFeb 22 Common SOR)Nos1977.011977.0115.0FalseNoneNoneFalseNoneFalse29655.150
3441771122154Nonecode30HARDWARES (III) Post insulator clamp suitable for single LYNX 127/76mm,110kV . (SR Item No.F.6,Page No 4,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)Nos1060.71060.741.0FalseNoneNoneFalseNoneFalse43488.70
3441772122154Nonecode31HARDWARES (IV) Power Connector T Clamps for LYNX Conductor (Post Insulators-9, SF-6 Breaker-3Nos x 6=18, Transformer HT Terminals-6, Isolators-5 Nos x 6 =30, CT-12Nosx2=24, PT-9, LA-9 etc.,) (SR Item No.H.8,Page No 4,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)Nos631.72631.72105.0FalseNoneNoneFalseNoneFalse66330.60
3441773122154Nonecode32PVC INSULATED COPPER CABLE (SR Item No.X.C,Page No 9,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR Item No.25.D,Page No 15 of 27, KPTCL ElectrIcal Vol - 6 for 2021 -22 Common SOR) (I)19 core 2.50 sqmm copper control cableKm694194.0694194.01.2FalseNoneNoneFalseNoneFalse833032.80
3441774122154Nonecode33PVC INSULATED COPPER CABLE (SR Item No.X.C,Page No 9, KPTCL ElectrIcal Vol 6 for Feb 22Common SOR)(SR Item No.25.D Page No 15 of 27, KPTCL ElectrIcal Vol - 6 for 2021 -22 Common SOR) (II)4 core 6.0 sqmm copper control cable.Km204318.18204318.181.2FalseNoneNoneFalseNoneFalse245181.8160
3441775122154Nonecode34PVC INSULATED COPPER CABLE (SR Item No.X.C,Page No 9,KPTCL ElectrIcal Vol 6 for Feb 22Common SOR)(SR Item No.25.D,Page No 15 of 27, KPTCL ElectrIcal Vol - 6 for 2021 -22Common SOR) (III)4 core 2.5 sqmm copper control cable.Km180115.2180115.21.0FalseNoneNoneFalseNoneFalse180115.20
3441776122154Nonecode35PVC INSULATED COPPER CABLE (SR Item No.X.C,Page No 9,KPTCL ElectrIcal Vol 6 for Feb 22Common SOR)(SR Item No.25.D,Page No 15 of 27, KPTCL ElectrIcal Vol - 6 for 2021 -22Common SOR) (III)10 core 2.5 sqmm copper control cable.Km380243.2380243.21.0FalseNoneNoneFalseNoneFalse380243.20
3441777122154Nonecode36FIRE FIGHTING EUIPMENTS WITH NECESSARY MOUNTING STANDS(SR Item No.17,Page No 15 of 28, KPTCL, Electrical Vol - 6 for 2021 -22Common SOR) (I) Foam extinguishing type 50 Litre capacityNos10590.5210590.524.0FalseNoneNoneFalseNoneFalse42362.080
3441778122154Nonecode37FIRE FIGHTING EUIPMENTS WITH NECESSARY MOUNTING STANDS(SR Item No.17,Page No 15 of 28, KPTCL, Electrical Vol - 6 for 2021 -22Common SOR) (II) Foam extinguishing type 9 Litre capacityNos3504.743504.742.0FalseNoneNoneFalseNoneFalse7009.480
3441779122154Nonecode38FIRE FIGHTING EUIPMENTS WITH NECESSARY MOUNTING STANDS(SR Item No.17,Page No 15 of 28, KPTCL, Electrical Vol - 6 for 2021 -22Common SOR) (III)Water type (gas pressure type) 9 Ltr capacityNos2071.322071.322.0FalseNoneNoneFalseNoneFalse4142.640
3441780122154Nonecode39FIRE FIGHTING EUIPMENTS WITH NECESSARY MOUNTING STANDS(SR Item No.17,Page No 15 of 28, KPTCL, Electrical Vol - 6 for 2021 -22Common SOR) (IV)Carbon di- Oxide type 4.5 kg capacityNos6750.576750.572.0FalseNoneNoneFalseNoneFalse13501.140
3441781122154Nonecode40FIRE FIGHTING EUIPMENTS WITH NECESSARY MOUNTING STANDS(SR Item No.17,Page No 15 of 28, KPTCL, Electrical Vol - 6 for 2021 -22Common SOR) (V)Sand type GI Buckets 9 Ltr capacityNos499.07499.078.0FalseNoneNoneFalseNoneFalse3992.560
3441782122154Nonecode41FIRE FIGHTING EUIPMENTS WITH NECESSARY MOUNTING STANDS(SR Item No.17,Page No 15 of 28, KPTCL, Electrical Vol - 6 for 2021 -22Common SOR) (VI)Steel stands for above to have 4 buckets to each stand.Nos1955.01955.02.0FalseNoneNoneFalseNoneFalse3910.00
3441783122154Nonecode42Nitrogen Injection Fire Extinguishing System for Power Transformers (SR Item No.17.6,Page No 15 of 28, KPTCL,Electrical Vol - 6 for 2021 -22Common SOR)Set970692.1970692.12.0FalseNoneNoneFalseNoneFalse1941384.20
3441784122154Nonecode43MAINTENANCE TOOLS AND PLANTS (SR Item No.12,Page No 9 of 28, KPTCL, Electrical Vol - 6 for 2021 -2022) Ring spanner setSet728.02728.021.0FalseNoneNoneFalseNoneFalse728.020
3441785122154Nonecode44MAINTENANCE TOOLS AND PLANTS (SR Item No.12,Page No 9 of 28, KPTCL, Electrical Vol - 6 for 2021 -2022) Pipe wrench 24 inches sizeNo1286.11286.11.0FalseNoneNoneFalseNoneFalse1286.10
3441786122154Nonecode45MAINTENANCE TOOLS AND PLANTS (SR Item No.12,Page No 9 of 28, KPTCL, Electrical Vol - 6 for 2021 -2022) Pipe wrench 18 inches sizeNo746.29746.291.0FalseNoneNoneFalseNoneFalse746.290
3441787122154Nonecode46MAINTENANCE TOOLS AND PLANTS (SR Item No.12,Page No 9 of 28, KPTCL, Electrical Vol - 6 for 2021 -2022) Double end spanner- 12 nos. per setSet686.14686.141.0FalseNoneNoneFalseNoneFalse686.140
3441788122154Nonecode47MAINTENANCE TOOLS AND PLANTS (SR Item No.12,Page No 9 of 28, KPTCL, Electrical Vol - 6 for 2021 -2022) Hack saw frame B185Nos300.79300.791.0FalseNoneNoneFalseNoneFalse300.790
3441789122154Nonecode48MAINTENANCE TOOLS AND PLANTS (SR Item No.12,Page No 9 of 28, KPTCL, Electrical Vol - 6 for 2021 -2022) Hydraulic crimping tools upto 1000 sqmmNos57711.6157711.611.0FalseNoneNoneFalseNoneFalse57711.610
3441790122154Nonecode49MAINTENANCE TOOLS AND PLANTS (SR Item No.12,Page No 9 of 28, KPTCL, Electrical Vol - 6 for 2021 -2022)Rubber hand gloves 15 kV testedPair242.25242.251.0FalseNoneNoneFalseNoneFalse242.250
3441791122154Nonecode50MAINTENANCE TOOLS AND PLANTS (SR Item No.12,Page No 9 of 28, KPTCL, Electrical Vol - 6 for 2021 -2022) Rechargeable 5 W LED Hand TorchNos1876.21876.21.0FalseNoneNoneFalseNoneFalse1876.20
3441792122154Nonecode51MAINTENANCE TOOLS AND PLANTS (SR Item No.12,Page No 9 of 28, KPTCL, Electrical Vol - 6 for 2021 -2022) Insulated cutting plier 12 inch sizeNos325.18325.181.0FalseNoneNoneFalseNoneFalse325.180
3441793122154Nonecode52MAINTENANCE TOOLS AND PLANTS (SR Item No.12,Page No 9 of 28, KPTCL, Electrical Vol - 6 for 2021 -2022) Insulated cutting plier 8 inch sizeNos229.48229.481.0FalseNoneNoneFalseNoneFalse229.480
3441794122154Nonecode53MAINTENANCE TOOLS AND PLANTS (SR Item No.12,Page No 9 of 28, KPTCL, Electrical Vol - 6 for 2021 -2022) Line live tester AC/ DC 500 VNos256.89256.891.0FalseNoneNoneFalseNoneFalse256.890
3441795122154Nonecode54MAINTENANCE TOOLS AND PLANTS (SR Item No.12,Page No 9 of 28, KPTCL, Electrical Vol - 6 for 2021 -2022) screw driver 18 ''Nos240.63240.631.0FalseNoneNoneFalseNoneFalse240.630
3441796122154Nonecode55MAINTENANCE TOOLS AND PLANTS (SR Item No.12,Page No 9 of 28, KPTCL, Electrical Vol - 6 for 2021 -2022) screw driver 12 ''Nos61.9461.941.0FalseNoneNoneFalseNoneFalse61.940
3441797122154Nonecode56MAINTENANCE TOOLS AND PLANTS (SR Item No.12,Page No 9 of 28, KPTCL, Electrical Vol - 6 for 2021 -2022) Hammer 8 lbsNos411.35411.351.0FalseNoneNoneFalseNoneFalse411.350
3441798122154Nonecode57MAINTENANCE TOOLS AND PLANTS (SR Item No.12,Page No 9 of 28, KPTCL, Electrical Vol - 6 for 2021 -2022) Hammer 2 lbsNos206.49206.491.0FalseNoneNoneFalseNoneFalse206.490
3441799122154Nonecode58EARTH MAT FORMATION: 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) (SR Item No.11.C,Page No 12 of 27 KPTCL,Electrical Vol - 6 for 2021 -22Common SOR)Set10796.9110796.9126.0FalseNoneNoneFalseNoneFalse280719.660
3441800122154Nonecode59STATION & YARD LIGHTING (OUTDOOR) a) RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 (SR Item No.1.B,Page No 1 of 4, BESCOM Electrical Vol - 6 for 2021 -22Common SOR)No7153.07153.012.0FalseNoneNoneFalseNoneFalse85836.00
3441801122154Nonecode60STATION & YARD LIGHTING (OUTDOOR) b) 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 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 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.70 watts Led Street. LED Streetilght 70W (SR Item No.11.8.3,Page No 36 of 47, PWD Electrical Vol - 6 for 2021 -22Common SOR)Set7026.97026.912.0FalseNoneNoneFalseNoneFalse84322.80
3441802122154Nonecode61STATION & YARD LIGHTING (OUTDOOR) c) 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 (SR Item No.2.5.21,Page No 4 of 47, PWD Electrical Vol - 6 for 2021 -22 Common SOR)m211.22211.22240.0FalseNoneNoneFalseNoneFalse50692.80
3441803122154Nonecode62STATION & YARD LIGHTING (OUTDOOR) d).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. 200x200x65 mm. (SR Item No.1.4.7,Page No 1 of 47, PWD Electrical Vol - 6 for 2021 -22 Common SOR)Set395.3395.36.0FalseNoneNoneFalseNoneFalse2371.80
3441804122154Nonecode63STATION & YARD LIGHTING (OUTDOOR) e).Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.63Amps (SR Item No.5.7.3,Page No 10 of 47, PWD Electrical Vol - 6 for 2021 -22 Common SOR)No438.96438.966.0FalseNoneNoneFalseNoneFalse2633.760
3441805122154Nonecode64STATION & YARD LIGHTING (OUTDOOR) f).Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.32Amps (SR Item No.5.7.2,Page No 10 of 47, PWD Electrical Vol - 6 for 2021 -22 Common SOR)No236.0236.012.0FalseNoneNoneFalseNoneFalse2832.00
3441806122154Nonecode65STATION & YARD LIGHTING (OUTDOOR) g).Supplying heavy gauge PVC conduit pipe 25 dia 2 mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy 25mm dia 2mm thick.open conduit system (SR Item No.1.1.2,Page No 1 of 47, PWD Electrical Vol - 6 for 2021 -22 Common SOR)Mtr94.494.4250.0FalseNoneNoneFalseNoneFalse23600.00
17199964360000NoneNoneLift Irrigation SchemeSection-1 Electro mechanical works 2)Electrical sub station 2.2)Erection Charges for 110 KV electrical sub station1681208.42
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3441807122155Nonecode01POWER TRANSFORMER : Power Transformer 2 X 10.5 MVA, 110/6.6 K V Delta / Star, Dyn11, 3 Ph, 50Hz, core type winding with OLTC, RTCC panel, etc, complete filled with Transil oil with 10% spare oil. Market rate for Material (SR No.14,15,16,17, Page No 13 of 27, KPTCL,Electrical Vol 6 for 2021 -22 Common SOR)Nos158254.52158254.522.0FalseNoneNoneFalseNoneFalse316509.040
3441808122155Nonecode02CIRCUIT BREAKER SF-6 cIrcuIt breakers wIth semI pneumatIc/ pneumatIc operated/ sprIng type operatIng mechanIsm, IncludIng mountIng structure wIth rIgId, bImetallIc termInal connector suItable for sIngle LYNX ACSR conductor and mountIng structure. (A) 110 kV, 1250 A, 40 kA SF6. (SR Item no .7.IV, Page No 12,KPTCL, ElectrIcal Vol 6 for Feb 22 Common SOR)(SR,Item no.18 Page No 13 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos15268.0215268.023.0FalseNoneNoneFalseNoneFalse45804.060
3441809122155Nonecode03ISOLATORS: Isolators including marshalling box and solid core cylindrical post insulators. 110kV, 1250 A, 31.5 kA class double break Electrically cum manually operated isolator For Incoming Line (I) Upright mounting type with earth switch LPH 4600 mm. (SR Item No.1.7.2.1,Page No 3 of 28,KPTCL,Electrical Vol 6 for 2021 -22 Common SOR)(SR No.21.A.B, Page No 14 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)Set7587.47587.41.0FalseNoneNoneFalseNoneFalse7587.40
3441810122155Nonecode04ISOLATORS: Isolators including marshalling box and solid core cylindrical post insulators. 110kV, 1250 A, 31.5 kA class double break Electrically cum manually operated isolator For Incoming Line (II) Upright mounting type without earth switch.(Live ponit Height 4600mm) (SR Item No.1.7.2.2,Page No 3 of 28,KPTCL,Electrical Vol 6 for 2021 -22 Common SOR)(SR No.21.A.B, Page No 14 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)Set7587.47587.44.0FalseNoneNoneFalseNoneFalse30349.60
3441811122155Nonecode05CURRENT TRANSFORMER: Current transformer single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR. (I) For Incoming line: 110 kV , 31.5kA, 3 core CT ratio of 400-200/ 1-1-1 Amp For differential/ Distance protection PS class (for lines) For Metering: Accuracy 0.2S. (SR Item no .VII .5, Page No 8,KPTCL, ElectrIcal Vol 6 for Feb 22 Common SOR)(SR No.19.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos2913.812913.813.0FalseNoneNoneFalseNoneFalse8741.430
3441812122155Nonecode06CURRENT TRANSFORMER: Current transformer single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR. (II) For Metering: 110 kV class, 31.5kA, 2 core CT ratio 400-200/1-1A Accuracy 0.2S, burden 10VA For 5P20 Burden 30VA. (SR Item no .VII .5, Page No 8,KPTCL, ElectrIcal Vol 6 for Feb 22 Common SOR)(SR No.19.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos2913.812913.813.0FalseNoneNoneFalseNoneFalse8741.430
3441813122155Nonecode07CURRENT TRANSFORMER: Current transformer single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR. (IlI) For Transformer: 110 kV class, 31.5kA, 3 core CT ratio 400-200/1-1-1 A For Metering: Accuracy 0.2S, burden 10VA For differentialprotection PS class (SR Item no .VII .5, Page No 8,KPTCL, ElectrIcal Vol 6 for Feb 22 Common SOR)(SR No.19.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos2913.812913.816.0FalseNoneNoneFalseNoneFalse17482.860
3441814122155Nonecode08CURRENT TRANSFORMER: Current transformer single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR. (iv)NCT 800 - 600-400/1-1-1A (SR Item no .VII .14, Page No 8,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR No.20.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Set2408.382408.382.0FalseNoneNoneFalseNoneFalse4816.760
3441815122155Nonecode09VOLTAGE TRANSFORMER A) VOLTAGE TRANSFORMER for Metering : Single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR 110 kV class 110 kV/ Root3 110v/Root3 110 v/Root3 Core 1: 300 VA, Accuracy class 0.2 metering Core 2: 300 VA, Accuracy class 3P protection Core 3: 50 VA. (SR Item no .IX .2, Page No 9,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR No.20.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos2913.812913.813.0FalseNoneNoneFalseNoneFalse8741.430
3441816122155Nonecode10VOLTAGE TRANSFORMER: B) Bus Potential transformer , oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR 110 kV class 110 kV/Root3 110v/Root3 110 v/Root3 (SR Item no .IX .2, Page No 9,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR No.20.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos2913.812913.813.0FalseNoneNoneFalseNoneFalse8741.430
3441817122155Nonecode11LIGHTNING ARRESTORS (I)96 kV, 10kA, Heavy duty Metal oxide (Discharge class 2 for lines & transformers ). (SR Item no .VI .2, Page No 8,KPTCL ElectrIcal Vol 6 for Jan )(SR No.22, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos1154.041154.049.0FalseNoneNoneFalseNoneFalse10386.360
3441818122155Nonecode12CONTROL AND RELAY PANEL (I)110 kV, line panel Type 1L (SR Item No.2.2.6,Page No 5 of 28,KPTCL Electrical Vol 6 for 2021 -22 Common SOR)(SR Item No.26, Page No 15 of 27, KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -22 Common SOR)Nos12904.4812904.481.0FalseNoneNoneFalseNoneFalse12904.480
3441819122155Nonecode13CONTROL AND RELAY PANEL (II)110 kV/6.6 kV,Transformer panel.Type 1T1 (SR Item No.2.2.8,Page No 5 of 28,KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)(SR Item No.26, Page No 15 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)Nos12904.4812904.482.0FalseNoneNoneFalseNoneFalse25808.960
3441820122155Nonecode14STATION STRUCTURES (I) 110 kV station structure fabricated out of galvanised iron. Column type 1T1 with peak with 2.5 meter extn.(1.352 MT per tower) 4 Nos MT 5.408. (SR Item no .II .1, Page No 2,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR Item No.13.a, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT3203.73203.75.408FalseNoneNoneFalseNoneFalse17325.60960
3441821122155Nonecode15STATION STRUCTURES (II)110 kV station structure fabricated out of galvanised iron. Beam type 1B1 (0.552 MT per tower) 3 Nos 1.656 MT. (SR Item no .II .1, Page No 2,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR Item No.13.a, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT3203.73203.71.656FalseNoneNoneFalseNoneFalse5305.32720
3441822122155Nonecode16MOUNTING STRUCTURES (I) 110 kV Isolators.live point height 6350 mm (0.924 MT per structure) 5 Nos 5.544 MT (SR Item no .II .2, Page No 2,KPTCL ElectrIcal Vol 6 forFeb 22 Common SOR )(SR Item No.13.b, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT2397.762397.764.62FalseNoneNoneFalseNoneFalse11077.65120
3441823122155Nonecode17MOUNTING STRUCTURES (II)110 kV Current transformer. 110 kV CT's & 6.6 kV CT's (0.152 MT per structure)No 14 / 2.128 MT (SR Item no .II .2, Page No 2,KPTCL ElectrIcal Vol 6 forFeb 22 Common SOR )(SR Item No.13.b, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT2397.762397.762.128FalseNoneNoneFalseNoneFalse5102.433280
3441824122155Nonecode18MOUNTING STRUCTURES (III)Voltage transformer. 110 kV (0.142 MT per structure) 9 Nos / 1.278 MT (SR Item no .II .2, Page No 2,KPTCL ElectrIcal Vol 6 forFeb 22 Common SOR )(SR Item No.13.b, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT2397.762397.761.278FalseNoneNoneFalseNoneFalse3064.337280
3441825122155Nonecode19MOUNTING STRUCTURES (IV)Lightning arrestors.96 kV (0.111 MT per structure) 9 Nos / 0.999 MT (SR Item no .II .2, Page No 2,KPTCL ElectrIcal Vol 6 forFeb 22 Common SOR )(SR Item No.13.b, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT2397.762397.760.999FalseNoneNoneFalseNoneFalse2395.362240
3441826122155Nonecode20MOUNTING STRUCTURES (V)Pedestal for post insulators 110 kV (0.1410 MT per structure) 3 Nos 0.423 MT (SR Item no .II .2, Page No 2,KPTCL ElectrIcal Vol 6 forFeb 22 Common SOR )(SR Item No.13.b, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT2397.762397.760.423FalseNoneNoneFalseNoneFalse1014.252480
3441827122155Nonecode21MOUNTING STRUCTURES (VI)Pedestal for high post insulators 110 kV side (0.218 MT per structure)6Nos 1.308 MT (SR Item no .II .2, Page No 2,KPTCL ElectrIcal Vol 6 forFeb 22 Common SOR )(SR Item No.13.b, Page No 12 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)MT2397.762397.761.308FalseNoneNoneFalseNoneFalse3136.270080
3441828122155Nonecode22BUS BAR FORMATION (IV) Main bus/cross bus (ALL the three phases in a segment using Lynx Single conductor) (SR Item No.28,Page No 16 of 27,KPTCL Electrical Vol 6 for 2021 - 22 Common SOR)Per Bay6995.046995.041.0FalseNoneNoneFalseNoneFalse6995.040
3441829122155Nonecode23INSULATORS (I) 110 kV Post insulator solid core insulator (SR Item No.XI.2,Page No 10,KPTCL, ElectrIcal Vol 6 for Feb 22 Common SOR )(SR Item No.23, Page No 14 of 27, KPTCL, ElectrIcal Vol 6 for 2021-22 Common SOR)Nos305.62305.629.0FalseNoneNoneFalseNoneFalse2750.580
3441830122155Nonecode24HARDWARES (I) GI flat for Transformer Neutral 50 X 6mm size (SR Item No.29.c,Page No 17 of 27,KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)Mtr266.68266.6815.0FalseNoneNoneFalseNoneFalse4000.20
3441831122155Nonecode25PVC INSULATED COPPER CABLE (SR Item No.X.C,Page No 9,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR Item No.25.D,Page No 15 of 27, KPTCL ElectrIcal Vol - 6 for 2021 -22 Common SOR) (I)19 core 2.50 sqmm copper control cableKm12980.012980.01.2FalseNoneNoneFalseNoneFalse15576.00
3441832122155Nonecode26PVC INSULATED COPPER CABLE (SR Item No.X.C,Page No 9,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR Item No.25.D,Page No 15 of 27, KPTCL ElectrIcal Vol - 6 for 2021 -22 Common SOR) (II)4 core 6.0 sqmm copper control cable.Km12980.012980.01.2FalseNoneNoneFalseNoneFalse15576.00
3441833122155Nonecode27PVC INSULATED COPPER CABLE (SR Item No.X.C,Page No 9,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR Item No.25.D,Page No 15 of 27, KPTCL ElectrIcal Vol - 6 for 2021 -22 Common SOR) (III)4 core 2.5 sqmm copper control cable.Km12980.012980.01.0FalseNoneNoneFalseNoneFalse12980.00
3441834122155Nonecode28PVC INSULATED COPPER CABLE (SR Item No.X.C,Page No 9,KPTCL ElectrIcal Vol 6 for Feb 22Common SOR)(SR Item No.25.D,Page No 15 of 27, KPTCL ElectrIcal Vol - 6 for 2021 -22 Common SOR) (III)10 core 2.5 sqmm copper control cable.Km12980.012980.01.0FalseNoneNoneFalseNoneFalse12980.00
3441835122155Nonecode29EARTH MAT FORMATION 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 (SR Item No.29.B.i,Page No 17 of 27, KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Rmtr322.14322.141000.0FalseNoneNoneFalseNoneFalse322140.00
3441836122155Nonecode30EARTH MAT FORMATION 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 (SR Item No.29.C,Page No 17 of 27 KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Rmtr266.68266.681600.0FalseNoneNoneFalseNoneFalse426688.00
3441837122155Nonecode31EARTH MAT FORMATION C).Providing 25 mm 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. (SR Item No.29.D,Page No 17 of 27 KPTCL,Electrical Vol - 6 for 2021 -22Common SOR)No359.9359.950.0FalseNoneNoneFalseNoneFalse17995.00
3441838122155Nonecode32EARTH MAT FORMATION 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) (SR Item No.11.C,Page No 12 of 27 KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Set2780.082780.0826.0FalseNoneNoneFalseNoneFalse72282.080
3441839122155Nonecode33EARTH MAT FORMATION 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.,(SR Item No.29.E,Page No 17 of 27, KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)No1194.161194.1626.0FalseNoneNoneFalseNoneFalse31048.160
3441840122155Nonecode34STATION & YARD LIGHTING (OUTDOOR) a) RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 (SR Item No.1.B,Page No 1 of 4, BESCOM Electrical Vol - 6 for 2021 -22 Common SOR)No1582.381582.3812.0FalseNoneNoneFalseNoneFalse18988.560
3441841122155Nonecode35STATION & YARD LIGHTING (OUTDOOR) h).Supplying and Fixing of 32mm dia class A GI pipe bracket up to 2 Mtrs long bent at suitable angle and fixing to this bracket 1x40/2x40 watts fluorescent tube street light fitting of all capacities to GI or CI or rail or RCC pole / wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires. (SR Item No.13.1.2,Page No 45 of 47, PWD Electrical Vol - 6 for 2021 -22 Common SOR)Set1064.361064.3612.0FalseNoneNoneFalseNoneFalse12772.320
3441842122155Nonecode36STATION & YARD LIGHTING (OUTDOOR) i).Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed.Earth.In ordinary soil (SR Item No.29.01,Page No 8 of 14,PWD Electrical Vol - 6 for 2021 -22 Common SOR)Mtr306.8306.8500.0FalseNoneNoneFalseNoneFalse153400.00
17199964360000NoneNoneLift Irrigation SchemeSection-1 Electro mechanical works 2)Electrical sub station 2.3)Testing & Commissioning for 110 kv / 6.6 kv electrical sub station476445.12
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3441843122156Nonecode01POWER TRANSFORMER : Power Transformer 2 X 10.5 MVA, 110/6.6 K V Delta / Star, Dyn11, 3 Ph, 50Hz, core type winding with OLTC, RTCC panel, etc, complete filled with Transil oil with 10% spare oil. Market rate for Material (SR No.14,15,16,17, Page No 13 of 27, KPTCL,Electrical Vol 6 for 2021 -22Common SOR)Nos68152.0868152.082.0FalseNoneNoneFalseNoneFalse136304.160
3441844122156Nonecode02CIRCUIT BREAKER SF-6 cIrcuIt breakers wIth semI pneumatIc/ pneumatIc operated/ sprIng type operatIng mechanIsm, IncludIng mountIng structure wIth rIgId, bImetallIc termInal connector suItable for sIngle LYNX ACSR conductor and mountIng structure. (A) 110 kV, 1250 A, 40 kA SF6. (SR Item no .7.IV, Page No 12,KPTCL, ElectrIcal Vol 6 for Feb 22Common SOR)(SR,Item no.18 Page No 13 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22Common SOR)Nos44574.544574.53.0FalseNoneNoneFalseNoneFalse133723.50
3441845122156Nonecode03ISOLATORS: Isolators including marshalling box and solid core cylindrical post insulators. 110kV, 1250 A, 31.5 kA class double break Electrically cum manually operated isolator For Incoming Line (I) Upright mounting type with earth switch LPH 4600 mm. (SR Item No.1.7.2.1,Page No 3 of 28,KPTCL,Electrical Vol 6 for 2021 -22Common SOR)(SR No.21.A.B, Page No 14 of 27, KPTCL, Electrical Vol 6 for 2021 -22Common SOR)Set921.58921.581.0FalseNoneNoneFalseNoneFalse921.580
3441846122156Nonecode04ISOLATORS: Isolators including marshalling box and solid core cylindrical post insulators. 110kV, 1250 A, 31.5 kA class double break Electrically cum manually operated isolator For Incoming Line (II) Upright mounting type without earth switch.(Live ponit Height 4600mm) (SR Item No.1.7.2.2,Page No 3 of 28,KPTCL,Electrical Vol 6 for 2021 -22 Common SOR)(SR No.21.A.B, Page No 14 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)Set921.58921.584.0FalseNoneNoneFalseNoneFalse3686.320
3441847122156Nonecode05CURRENT TRANSFORMER: Current transformer single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR. (I) For Incoming line: 110 kV , 31.5kA, 3 core CT ratio of 400-200/ 1-1-1 Amp For differential/ Distance protection PS class (for lines) For Metering: Accuracy 0.2S. (SR Item no .VII .5, Page No 8,KPTCL, ElectrIcal Vol 6 for Feb 22Common SOR)(SR No.19.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22Common SOR)Nos4542.614542.613.0FalseNoneNoneFalseNoneFalse13627.830
3441848122156Nonecode06CURRENT TRANSFORMER: Current transformer single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR. (II) For Metering: 110 kV class, 31.5kA, 2 core CT ratio 400-200/1-1A Accuracy 0.2S, burden 10VA For 5P20 Burden 30VA. (SR Item no .VII .5, Page No 8,KPTCL, ElectrIcal Vol 6 for Feb 22Common SOR)(SR No.19.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos4542.614542.613.0FalseNoneNoneFalseNoneFalse13627.830
3441849122156Nonecode07CURRENT TRANSFORMER: Current transformer single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR. (IlI) For Transformer: 110 kV class, 31.5kA, 3 core CT ratio 400-200/1-1-1 A For Metering: Accuracy 0.2S, burden 10VA For differentialprotection PS class (SR Item no .VII .5, Page No 8,KPTCL, ElectrIcal Vol 6 for Feb 22Common SOR)(SR No.19.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos4542.614542.616.0FalseNoneNoneFalseNoneFalse27255.660
3441850122156Nonecode08CURRENT TRANSFORMER: Current transformer single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR. (iv)NCT 800 - 600-400/1-1-1A (SR Item no .VII .14, Page No 8,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR No.20.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Set158.12158.122.0FalseNoneNoneFalseNoneFalse316.240
3441851122156Nonecode09VOLTAGE TRANSFORMER: A) VOLTAGE TRANSFORMER for Metering : Single phase, oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR 110 kV class 110 kV/Root3 110v/Root3 110 v/Root3 Core 1: 300 VA, Accuracy class 0.2 metering Core 2: 300 VA, Accuracy class 3P protection Core 3: 50 VA. (SR Item no .IX .2, Page No 9,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR No.20.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos4542.614542.613.0FalseNoneNoneFalseNoneFalse13627.830
3441852122156Nonecode10VOLTAGE TRANSFORMER: B) Bus Potential transformer , oil filled outdoor type with rigid bimetallic terminal connectors suitable for LYNX ACSR 110 kV class 110 kV/Root3 110v/Root3 110 v/Root3 (SR Item no .IX .2, Page No 9,KPTCL ElectrIcal Vol 6 for Feb 22 Common SOR)(SR No.20.A.B, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos4542.614542.613.0FalseNoneNoneFalseNoneFalse13627.830
3441853122156Nonecode11CONTROL AND RELAY PANEL (I)110 kV, line panel Type 1L (SR Item No.2.2.6,Page No 5 of 28,KPTCL Electrical Vol 6 for 2021 -22Common SOR)(SR Item No.26, Page No 15 of 27, KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -22Common SOR)Nos39908.7839908.781.0FalseNoneNoneFalseNoneFalse39908.780
3441854122156Nonecode12CONTROL AND RELAY PANEL (II)110 kV/6.6 kV,Transformer panel.Type 1T1 (SR Item No.2.2.8,Page No 5 of 28,KPTCL, Electrical Vol 6 for 2021 -22Common SOR)(SR Item No.26, Page No 15 of 27, KPTCL, Electrical Vol 6 for 2021 -22Common SOR)Nos39908.7839908.782.0FalseNoneNoneFalseNoneFalse79817.560
17199964360000NoneNoneLift Irrigation SchemeSection-1 Electro mechanical works 2)Electrical sub station 2.4)Civil Engineering works for 110 KV/ 6.6 Kv electrical sub station6886308.16
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3441855122157Nonecode01Earth 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 2021-22Common SOR)Cum80.5480.541440.0FalseNoneNoneFalseNoneFalse115977.60
3441856122157Nonecode02SITE SURFACING & JELLY SPREADING : a)Supplying and spreading 100 mm thick 20/25 mm jelly with all lead and lifts in station yard (SR Item No.31.B,Page No 17 of 27, KPTCL, Electrical Vol - 6 for 2021 -202)Cum1765.281765.28400.0FalseNoneNoneFalseNoneFalse706112.00
3441857122157Nonecode03SITE SURFACING & JELLY SPREADING : b) Spreading & forming stone dust to require level as per specification including cost of all materials, labour, lead etc. complete (SR Item No.31.A,Page No 17 of 27, KPTCL, Electrical Vol - 6 for 2021 -202)Cum1306.261306.26350.0FalseNoneNoneFalseNoneFalse457191.00
3441858122157Nonecode04EQUIPMENT 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 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22Common SOR)Cum90.4590.45950.0FalseNoneNoneFalseNoneFalse85927.50
3441859122157Nonecode05Earth 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 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22Common SOR)Cum337.01337.01590.0FalseNoneNoneFalseNoneFalse198835.90
3441860122157Nonecode06Excavation in hard rock of all toughness including boulders above 0.6 ( 0.113 cum ) by approved controlled blasting methods for foundations of canal cross drainage and other appurtenant structures adopting only jack hammers for drilling holes and using delay detonators for control of vibrations and by making muffling arrangements for control of fly-rock and by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques to minimise damage to rock beyond excavation line and placing the excavated hard rock neatly in approved dump area as directed including cost of all materials,machinery, labour etc., complete with all lead and lifts.In Hard Rock ( conrtolled blasting) (SR Item No.4.1, Page 52 of WRD Specific Items as part of Vol-IV of Uniform Common SOR for 2021-22 Common SOR)Cum1086.61086.6400.0FalseNoneNoneFalseNoneFalse434640.00
3441861122157Nonecode07Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.3, page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22 Common SOR)Cum6881.46881.465.0FalseNoneNoneFalseNoneFalse447291.00
3441862122157Nonecode08Providing 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 2021-22Common SOR)Cum7795.297795.2980.0FalseNoneNoneFalseNoneFalse623623.20
3441863122157Nonecode09Providing, fabricating and placing in position reinforcement steel bars for RCC works including cost of all materials, machinery, labour,cleaning, straightening, cutting, bending, hooking, lapping, weldingwherever required, tying with 1.25 mm dia soft annealed steel wire,etc., complete with all lead and lifts. (SR Item No.4.3, Page 52 of WRD Specific Items as part of Vol-IV of Uniform Common SR 2021-22 Common SOR)Kg110.64110.649600.0FalseNoneNoneFalseNoneFalse1062144.00
3441864122157Nonecode10Filling 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 (SR Item No.1.9, page 7 of PWD (C&B) -Buildings Vol-1, for 2021-22 Common SOR)Cum252.76252.768900.0FalseNoneNoneFalseNoneFalse2249564.00
3441865122157Nonecode11Construction 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 Common SOR)No35825.9835825.982.0FalseNoneNoneFalseNoneFalse71651.960
3441866122157Nonecode12i).Providing and fixing chain link fencing consisting of 3 m long 65 x 65 x 6 mm M.S angles with top 50 cm bent at 30 degree to vertical fixed at 2.5 m intervals in C.C 1 : 3 : 6 proportion by volume using 20 mm down approved clean, hard, graded aggregate for 70 cm depth, fixing 10 gauge 50 x50 mm opening G.I chain link mesh upto 1.8 m height of poles using 8 gauge stretcher wire at top and bottom and 30 x 30 x5 mm M.S angles with bolts /nuts /washers (4 bolts for each pole), fixing 3 rows of 12 x 12 gauge ( 4 barbs at 7.5 cm c/c ) G.I barbed wire for top bent portion of poles, including cost of all materials, machinery, labour, excavation of pit, batching, mixing, laying, tamping and curing of concrete, drilling holes in angles, cleaning angles, applying 2 coats of synthetic enamel paint over a coat of zinc chromate red oxide primer paint to angles etc., complete with lead upto 50 m and all lifts (SR Item No. 4.41, Page no 31 of MI SR Part B of 2022 - 23 Common SOR).Rmtr1733.41733.4250.0FalseNoneNoneFalseNoneFalse433350.00
17199964360000NoneNoneLift Irrigation SchemeSection-1 Electro mechanical works 2)Electrical sub station 2.5Construction of Control Panel room for 110 kv / 6.6 kv electrical sub station1491662.55
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3441867122158Nonecode01Earth 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 appurtenances required to complete the work. In all kinds of soils. (SR Item No.1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22)Cum90.4590.4547.0FalseNoneNoneFalseNoneFalse4251.150
3441868122158Nonecode02Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.3, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22)Cum7225.487225.483.888FalseNoneNoneFalseNoneFalse28092.666240
3441869122158Nonecode03Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.4.4, page 17 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22)Cum8448.388448.3817.496FalseNoneNoneFalseNoneFalse147812.856480
3441870122158Nonecode04Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.3, page 17 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22)Cum8712.468712.4643.018FalseNoneNoneFalseNoneFalse374792.604280
3441871122158Nonecode05Providing 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 1:4 (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. (SR Item No.6.7, Page 13 of PWD (C&B) - Buildings Vol-2 for 2021-22)Cum8608.578608.5734.216FalseNoneNoneFalseNoneFalse294550.831120
3441872122158Nonecode06Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Item No.2.5.2, page 17 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22)Cum8047.688047.680.473FalseNoneNoneFalseNoneFalse3806.552640
3441873122158Nonecode07Supplying 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. 80x1.25 mm M.S. laths with 1.25 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. (SR Item No.11.6.1, page 76 of PWD (C&B) -Buildings Vol-2, for 2021-22Sqm3109.893109.899.0FalseNoneNoneFalseNoneFalse27989.010
3441874122158Nonecode08Top cover to Rolling shutter 1.25 MM THICK (SR Item No.605, page A-30 of PWD (C&B) -Buildings Vol-2, for 2021-22)m991.2991.23.5FalseNoneNoneFalseNoneFalse3469.20
3441875122158Nonecode09Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (SR Item No.11.5.1, page 75 of PWD (C&B) -Buildings Vol-2, for 2021-22)Sqm4534.744534.742.1FalseNoneNoneFalseNoneFalse9522.9540
3441876122158Nonecode10Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. 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. (SR Item No.11.37.1, page 75 of PWD (C&B) -Buildings Vol-2, for 2021-22)Sqm988.72988.7212.6FalseNoneNoneFalseNoneFalse12457.8720
3441877122158Nonecode11Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade afterthoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and asper directions of Engineer-in-charge (SR Item No.8.28, Page 45 of Buildings WRD SR Vol-2 for 2021-22)Sqm81.7781.77199.68FalseNoneNoneFalseNoneFalse16327.83360
3441878122158Nonecode12Rumble 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. (SR Item No.8.32 (Ref MoRT&H Spec ), Page 62 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2021-22Common SOR)Sqm213.11213.11134.88FalseNoneNoneFalseNoneFalse28744.27680
3441879122158Nonecode13Providing, fabricating and placing in position reinforcement steel bars for RCC works including cost of all materials, machinery, labour,cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia soft annealed steel wire, etc., complete witha all lead and lifts. (SR Item No.4.3, Page 52 of WRD Specific Items as part of Vol-IV of Uniform Common SOR for 2021-22 Common SOR)Kg110.65110.654878.85FalseNoneNoneFalseNoneFalse539844.75250
17199964360000NoneNoneLift Irrigation SchemeSection-1 Electro mechanical works 2)Electrical sub station 2.6) Construction of Approach Road for 110 kv / 6.6 kv electrical sub station568079.09
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3441880122159Nonecode01Clearing 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 borganic soil not exceeding 150 mm in thickness.(SR Item No 2.6 (MoRT&H Spec 201), page 7 of PWD (C&B),NH & PRED- Roads & Bridges Vol-3 for 2021-22) (iiiA) By Mechanical means using Motor Grader In area of light jungleha173438.94173438.940.046FalseNoneNoneFalseNoneFalse7978.191240
3441881122159Nonecode02Earth 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 upto 300 mm depth (SR Item No.1.14, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22)Cum90.4590.45151.0FalseNoneNoneFalseNoneFalse13657.950
3441882122159Nonecode03Lime 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 slaked lime using Binder spreader Machine having minimum content of 70% of CaO, grading with the motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved embankment. (By Mechanical Means) (SR Item No.4.11 (MoRT&H Spec 402), Page 21 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2021-22)Cum836.33836.33178.19FalseNoneNoneFalseNoneFalse149025.64270
3441883122159Nonecode04Construction 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 (SR Item No.3.6 (MoRT&H Spec 305), Page 15 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2021-22)Cum511.71511.71100.702FalseNoneNoneFalseNoneFalse51530.220420
3441884122159Nonecode05Compacting 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. (SR Item No.3.7 (MoRT&H Spec 305.3.4), Page 15 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2021-22)Cum107.79107.79514.68FalseNoneNoneFalseNoneFalse55477.35720
3441885122159Nonecode06Construction 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- By mix in place method (B). Note:- Any one of the grading for GSB material may be adopted as per design IRC-37:2018. For Grading -V Material (V) (SR Item No.4.2 (MoRT&H Spec 401 B), Page 19 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2021-22)Cum2767.932767.9340.968FalseNoneNoneFalseNoneFalse113396.556240
3441886122159Nonecode07Wet 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. Bituminous Concrete Grading I for traffic 20 MSA (SR Item No.4.27 (MoRT & H Spec 406), Page 24 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2021-22)Cum2966.172966.1730.375FalseNoneNoneFalseNoneFalse90097.413750
3441887122159Nonecode08Prime 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 0.90 kg per m2 using mechanical means. (SR Item No.5.1 (MoRT&H Spec 502), Page 29 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2021-22)Sqm52.0452.04187.5FalseNoneNoneFalseNoneFalse9757.50
3441888122159Nonecode09Tack 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 the prepared bituminous surface cleaned with mechanical broom (SR Item No.21-A 4 (MoRT&H Spec 503), Page 145 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2021-22)Sqm19.8219.82187.5FalseNoneNoneFalseNoneFalse3716.250
3441889122159Nonecode10Rumble 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. (SR Item No.8.32(Ref MoRT&H Spec ), Page 62 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2021-22)Sqm213.11213.11187.5FalseNoneNoneFalseNoneFalse39958.1250
3441890122159Nonecode11Seal 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 (SR Item No.5.21 (MoRT&H Spec 511), Page 37 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2021-22)Sqm65.6765.67187.5FalseNoneNoneFalseNoneFalse12313.1250
3441891122159Nonecode12Providing 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 (SR Item No.20.31 (MORD Ref), Page 139 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2021-22)Each12150.8712150.871.0FalseNoneNoneFalseNoneFalse12150.870
3441892122159Nonecode13Road 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. (SR Item No.8.15 (MoRT&H Spec 803), Page 57 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2021-22)Sqm592.24592.2410.0FalseNoneNoneFalseNoneFalse5922.40
3441893122159Nonecode14Supplying 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 (SR Item No.21-C (MORTH 806), Page 150 of PWD (C&B), NH & PRED - Roads & Bridges Vol-3 for 2021-22)Nos619.5619.55.0FalseNoneNoneFalseNoneFalse3097.50
17199964360000NoneNoneLift Irrigation SchemeSection-1 Electro mechanical works 2)Electrical sub station 2.7) Construction of Baffle wall for 110 kv / 6.6 kv electrical sub station196776.42
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3441894122160Nonecode01Earth 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 appurtenances required to complete the work. In all kinds of soils.Depth upto 3 m (SR Item No.1.14.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22)Cum90.4590.456.0FalseNoneNoneFalseNoneFalse542.70
3441895122160Nonecode02Earth 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 ordinary/soft rock without blasting. Depth upto 1.50 m (SR Item No.1.15.1, Page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22)Cum396.48396.484.0FalseNoneNoneFalseNoneFalse1585.920
3441896122160Nonecode03Earth work excavation for Foundation by Mechanical means depth upto 1.50 m, 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 Hardrock requiring Blasting. (SR Item No.1.16, Page 9 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22)Cum669.06669.063.0FalseNoneNoneFalseNoneFalse2007.180
3441897122160Nonecode04Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (SR Item No.2.1.3, Page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22)Cum7225.487225.480.169FalseNoneNoneFalseNoneFalse1221.106120
3441898122160Nonecode05Providing 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 PWD (C&B) - Buildings Vol-2 for 2021-22)Cum6631.136631.1313.313FalseNoneNoneFalseNoneFalse88280.233690
3441899122160Nonecode06Providing 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 1:4 (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. (SR Item No.6.7, Page 13 of PWD (C&B) - Buildings Vol-2 for 2021-22)Cum8608.578608.5711.981FalseNoneNoneFalseNoneFalse103139.277170
17199964360000NoneNoneLift Irrigation SchemeSection-1 Electro mechanical works 3.1) Transmission line 3.1.1) Supply of material for 110KV SC line with freight & Insurance charges43916584.45
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3441900122161Nonecode01i) Supply and Erection of Towers 110 kV DC 'A' Type : A - Normal (1089.96 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.(SR Item No II.1,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22Common SOR) (SR Item No.5.A,C,Page No 8 of 27,KPTCL, Electrical Vol - 6 for 2021 - 22Common SOR)MT148845.2148845.213.08FalseNoneNoneFalseNoneFalse1946895.2160
3441901122161Nonecode02ii) 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. Number of towers = 12 (SR Item NoII.2,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)MT135086.4135086.422.932FalseNoneNoneFalseNoneFalse3097801.32480
3441902122161Nonecode03i) Supply and Erection of Towers 110 kV DC 'A' Type A +3 Mtr Extension (1406.4 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.(SR Item No II.1,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22Common SOR) (SR Item No.5.A,C,Page No 8 of 27,KPTCL, Electrical Vol - 6 for 2021 - 22Common SOR)MT148845.2148845.214.064FalseNoneNoneFalseNoneFalse2093358.89280
3441903122161Nonecode04ii) 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. Number of towers = 10 (SR Item NoII.2,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)MT135086.4135086.422.439FalseNoneNoneFalseNoneFalse3031203.72960
3441904122161Nonecode05i) Supply and Erection of Towers 110 kV DC 'A' Type: A +6 Mtr Extension (1603.2 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. (SR Item No II.1,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27,KPTCL, Electrical Vol - 6 for 2021 - 22 Common SOR)MT148845.2148845.29.619FalseNoneNoneFalseNoneFalse1431741.97880
3441905122161Nonecode06ii) Supply and Erection of Towers 110 kV DC 'A' Type: A +6 Mtr Extension ( 2600.8 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. Number of towers = 6 (SR Item NoII.2,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)MT135086.4135086.415.605FalseNoneNoneFalseNoneFalse2108023.2720
3441906122161Nonecode07i) Supply and Erection of Towers 110 kV DC 'B' Type : B +6 Normal (2392.34 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. (SR Item No II.1,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27,KPTCL, Electrical Vol - 6 for 2021 - 22 Common SOR)MT148845.2148845.223.923FalseNoneNoneFalseNoneFalse3560823.71960
3441907122161Nonecode08ii) Supply and Erection of Towers 110 kV DC 'B' Type : B +6 Normal (2908.56 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.Number of towers = 10 (SR Item NoII.2,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)MT135086.4135086.429.086FalseNoneNoneFalseNoneFalse3929123.03040
3441908122161Nonecode09i) Supply and Erection of Towers 110 kV 'DC 'C' Type: C+ 6 Mtr Extension (2969.9 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. (SR Item No II.1,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27,KPTCL, Electrical Vol - 6 for 2021 - 22 Common SOR)MT148845.2148845.217.819FalseNoneNoneFalseNoneFalse2652272.61880
3441909122161Nonecode10ii) Supply and Erection of Towers 110 kV 'DC 'C' Type: C+6 Mtr Extension (2779.82 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. Number of towers = 6 (SR Item NoII.2,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22Common SOR) (SR Item No.5.A,C,Page No 8 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)MT135086.4135086.416.679FalseNoneNoneFalseNoneFalse2253106.06560
3441910122161Nonecode11i)Supply and Erection of Towers 110 kV DC 'D' Type: D+6 ( 4133.25 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. (SR Item No II.1,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22Common SOR) (SR Item No.5.A,C,Page No 8 of 27,KPTCL, Electrical Vol - 6 for 2021 - 22 Common SOR)MT148845.2148845.216.533FalseNoneNoneFalseNoneFalse2460857.69160
3441911122161Nonecode12ii)Supply and Erection of Towers 110 kV DC 'D' Type: D+6 ( 2631.68 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. Number of towers = 4 (SR Item NoII.2,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22Common SOR) (SR Item No.5.A,C,Page No 8 of 27, KPTCL, Electrical Vol - 6 for 2021 -22Common SOR)MT135086.4135086.410.527FalseNoneNoneFalseNoneFalse1422054.53280
3441912122161Nonecode13Supply 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. (SR Item No.3.3,Page No 6 of 28, KPTCL Electrical Vol - 6 for 2021 -22 Common SOR)MT144389.85144389.858.723FalseNoneNoneFalseNoneFalse1259512.661550
3441913122161Nonecode14Tower accessories: Supply and fixing of Number plates/Circuit plates 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.5.2,Page No 6 of 28, KPTCL,Electrical Vol - 6 for 2021 -22Common SOR) (SR Item No.7.b,Page No 9 of 27, KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Nos188.61188.6148.0FalseNoneNoneFalseNoneFalse9053.280
3441914122161Nonecode15Tower accessories: Danger Plates/caution plates 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.5.3,Page No 6 of 28, KPTCL, Electrical Vol - 6 for 2021 -202) (SR Item No.7.A,Page No 9 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)Nos209.75209.7548.0FalseNoneNoneFalseNoneFalse10068.00
3441915122161Nonecode16Tower accessories: Supply and fixing of Phase plate (Set of 6 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.(SR Item No.5.1,Page No 6 of 28, KPTCL,Electrical Vol - 6 for 2021 -202) (SR Item No.7.C,Page No 9 of 27, KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Set497.53497.5348.0FalseNoneNoneFalseNoneFalse23881.440
3441916122161Nonecode17Tower accessories: Earth bond 300 mm long 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.5.4,Page No 6 of 28, KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Nos450.38450.3828.0FalseNoneNoneFalseNoneFalse12610.640
3441917122161Nonecode18Tower accessories: Supply and fixing of Earth bond 450 mm long 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.5.5,Page No 6 of 28, KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Nos517.04517.0420.0FalseNoneNoneFalseNoneFalse10340.80
3441918122161Nonecode19Tower accessories: Supply and fixing of Grounding of towers including cost of 40 mm dia 2.5 mm thick, class 'C' G.I. Pipe of 3 metres length as per specifications, with 50 X 6 mm GI Flats 3 metre long,salt charcoal, including excavation charges, complete and as directed by Engineer-In-Charge.(SR Item No.11.A,Page No 12 of 27, KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Set4409.074409.0796.0FalseNoneNoneFalseNoneFalse423270.720
3441919122161Nonecode20Conductor & Earth Wire: Supply and fixing of LYNX ACSR Conductor 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.III.2,Page No 2 of KPTCL,Electrical Vol - 6 for Feb 22Common SOR)(SR Item No.8.A.ii,Page No 9 of 27, KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Km205881.68205881.6837.8FalseNoneNoneFalseNoneFalse7782327.5040
3441920122161Nonecode21Conductor & Earth Wire: Supply and fixing of 7/3.15 mm Ground wire for ground conductor 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.III.6,Page No 2 of KPTCL,Electrical Vol - 6 for Feb 22Common SOR)Km91933.891933.812.6FalseNoneNoneFalseNoneFalse1158365.880
3441921122161Nonecode22Conductor & Earth Wire: Supply and fixing of Double Tension clamps with arcing horns units each along with hardware for LYNX ACSR including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc., (SR Item No.IV.A.2,Page No 2 of KPTCL Electrical Vol - 6 for Feb 22Common SOR )Nos5252.535252.5348.0FalseNoneNoneFalseNoneFalse252121.440
3441922122161Nonecode23Conductor & Earth Wire: Supply and fixing of Single Tension clamps with arcing horns units each along with hardware for LYNX ACSR including cost of all material, machinery, machinery, labour, transportation, taxes with all leads and lifts etc.,(SR Item No.IV.A.1,Page No 2 of KPTCL,ESCOMS PWD Electrical Vol - 6 for Feb 22 Common SOR)Nos1844.341844.3478.0FalseNoneNoneFalseNoneFalse143858.520
3441923122161Nonecode24Conductor & 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., (SR Item No.XI,7,Page No 10 of KPTCL, Electrical Vol - 6 for Feb 22Common SOR)Nos840.04840.041566.0FalseNoneNoneFalseNoneFalse1315502.640
3441924122161Nonecode25Conductor & Earth Wire: Supply and fixing of Double Suspension clamps with arcing horns units each along with hardware for LYNX ACSR including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc.,(SR Item No.IV.A.4,Page No 2 of KPTCL Electrical Vol - 6 for Feb 22Common SOR)Nos4275.124275.1234.0FalseNoneNoneFalseNoneFalse145354.080
3441925122161Nonecode26Conductor & Earth Wire: Supply and fixing of Single Suspension clamps with arcing horns units each along with hardware for LYNX ACSR including cost of all material, machinery, labour, transportation, taxes with all leads and lifts etc.,(SR Item No.IV.A.3,Page No 2 of KPTCL, Electrical Vol - 6 Feb 22 Common SOR)Nos2240.412240.4151.0FalseNoneNoneFalseNoneFalse114260.910
3441926122161Nonecode27Conductor & 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., (SR Item No.XI,6,Page No 10 of KPTCL, Electrical Vol - 6 for Feb 22Common SOR)Nos683.55683.55833.0FalseNoneNoneFalseNoneFalse569397.150
3441927122161Nonecode28Tower accessories for Conductor: Supply and fixing of M S C (Mid span compression) Joints suitable for LYNX ACSR 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.IV.A.6,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22Common SOR)Nos751.33751.33192.0FalseNoneNoneFalseNoneFalse144255.360
3441928122161Nonecode29Tower accessories or Conductor: Supply and fixing of Pre formed armour rods suitable for LYNX ACSR 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.IV.A.7,Page No 2 of KPTCL,Electrical Vol - 6 for Feb 22Common SOR)Nos1421.071421.0784.0FalseNoneNoneFalseNoneFalse119369.880
3441929122161Nonecode30Tower accessories for Conductor: Supply and fixing of Repair sleeves suitable for LYNX ACSR 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.IV.A.8,Page No 2 of KPTCL Electrical Vol - 6 for Feb 22Common SOR)Nos664.64664.6436.0FalseNoneNoneFalseNoneFalse23927.040
3441930122161Nonecode31Tower accessories for Conductor: Supply and fixing of Vibration dampers for LYNX 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.IV.A.9,Page No 2 of KPTCL,Electrical Vol - 6 for Feb 22 Common SOR)Nos1140.61140.6288.0FalseNoneNoneFalseNoneFalse328492.80
3441931122161Nonecode32Hardware for Earthwire: Supply and fixing of M S C Joints suitable for Ground wire 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.IV.A.6,Page No 2 of KPTCL,Electrical Vol - 6 for Feb 22Common SOR)Nos480.18480.1824.0FalseNoneNoneFalseNoneFalse11524.320
3441932122161Nonecode33Hardware for Earthwire: Supply and fixing of Repair sleeves suitable for Ground wire 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.IV.A.8,Page No 2 of KPTCL,Electrical Vol - 6 for Feb 22 Common SOR)Nos323.29323.2924.0FalseNoneNoneFalseNoneFalse7758.960
3441933122161Nonecode34Hardware for Earthwire: Supply and fixing of Single Tension clamps (bolted type) suitable for Ground wire 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.IV.A.1,Page No 2 of KPTCL,Electrical Vol - 6 for Feb 22 Common SOR)Nos1293.161293.1620.0FalseNoneNoneFalseNoneFalse25863.20
3441934122161Nonecode35Hardware for Earthwire: Supply and fixing of Single Suspension clamps (bolted type) suitable for Ground wire 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.IV.A.3,Page No 2 of KPTCL Electrical Vol - 6 for Feb 22 Common SOR)Nos1364.471364.4728.0FalseNoneNoneFalseNoneFalse38205.160
17199964360000NoneNoneLift Irrigation SchemeSection-1 Electro mechanical works 3.1) Transmission line 3.1.2) Erection Charges for 110KV SC line1932761.16
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3441935122162Nonecode01Conducting detailed Check survey using their own equipment for 110 kV Plain terrain 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.1.C.B,Page No 5 of 27, KPTCL Electrical Vol - 6 for 2021 - 22 Common SOR) i).Hilly terrainKm5062.25062.23.5FalseNoneNoneFalseNoneFalse17717.70
3441936122162Nonecode02Conducting detailed Check survey using their own equipment for 110 kV Plain terrain 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.1.C.B,Page No 5 of 27, KPTCL Electrical Vol - 6 for 2021 - 22 Common SOR) ii).Plain terrainKm3379.523379.528.5FalseNoneNoneFalseNoneFalse28725.920
3441937122162Nonecode03i) Supply and Erection of Towers 110 kV DC 'A' Type : A - Normal (1089.96 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.(SR Item No II.1,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27,KPTCL, Electrical Vol - 6 for 2021 - 22 Common SOR)MT3161.223161.2213.08FalseNoneNoneFalseNoneFalse41348.75760
3441938122162Nonecode04ii) 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. Number of towers = 12 (SR Item NoII.2,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)MT3161.223161.2222.932FalseNoneNoneFalseNoneFalse72493.097040
3441939122162Nonecode05i) Supply and Erection of Towers 110 kV DC 'A' Type A +3 Mtr Extension (1406.4 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.(SR Item No II.1,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27,KPTCL, Electrical Vol - 6 for 2021 - 22 Common SOR)MT3161.223161.2214.064FalseNoneNoneFalseNoneFalse44459.398080
3441940122162Nonecode06ii) 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. Number of towers = 10 (SR Item NoII.2,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)MT3161.223161.2222.439FalseNoneNoneFalseNoneFalse70934.615580
3441941122162Nonecode07i) Supply and Erection of Towers 110 kV DC 'A' Type: A +6 Mtr Extension (1603.2 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. (SR Item No II.1,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27,KPTCL, Electrical Vol - 6 for 2021 - 22 Common SOR)MT3161.223161.229.619FalseNoneNoneFalseNoneFalse30407.775180
3441942122162Nonecode08ii) Supply and Erection of Towers 110 kV DC 'A' Type: A +6 Mtr Extension ( 2600.8 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. Number of towers = 6 (SR Item NoII.2,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)MT3161.223161.2215.605FalseNoneNoneFalseNoneFalse49330.83810
3441943122162Nonecode09i) Supply and Erection of Towers 110 kV DC 'B' Type : B +6 Normal (2392.34 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. (SR Item No II.1,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27,KPTCL, Electrical Vol - 6 for 2021 - 22 Common SOR)MT3161.223161.2223.923FalseNoneNoneFalseNoneFalse75625.866060
3441944122162Nonecode10ii) Supply and Erection of Towers 110 kV DC 'B' Type : B +6 Normal (2908.56 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.Number of towers = 10 (SR Item NoII.2,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)MT3161.223161.2229.086FalseNoneNoneFalseNoneFalse91947.244920
3441945122162Nonecode11i) Supply and Erection of Towers 110 kV 'DC 'C' Type: C+ 6 Mtr Extension (2969.9 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. (SR Item No II.1,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27,KPTCL, Electrical Vol - 6 for 2021 - 22 Common SOR)MT3161.223161.2217.819FalseNoneNoneFalseNoneFalse56329.779180
3441946122162Nonecode12ii) Supply and Erection of Towers 110 kV 'DC 'C' Type: C+6 Mtr Extension (2779.82 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. Number of towers = 6 (SR Item NoII.2,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22Common SOR) (SR Item No.5.A,C,Page No 8 of 27, KPTCL, Electrical Vol - 6 for 2021 -22Common SOR)MT3161.223161.2216.679FalseNoneNoneFalseNoneFalse52725.988380
3441947122162Nonecode13i)Supply and Erection of Towers 110 kV DC 'D' Type: D+6 ( 4133.25 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. (SR Item No II.1,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22Common SOR) (SR Item No.5.A,C,Page No 8 of 27,KPTCL, Electrical Vol - 6 for 2021 - 22Common SOR)MT3161.223161.2216.533FalseNoneNoneFalseNoneFalse52264.450260
3441948122162Nonecode14ii)Supply and Erection of Towers 110 kV DC 'D' Type: D+6 ( 2631.68 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. Number of towers = 4 (SR Item NoII.2,Page No 2 of KPTCL, Electrical Vol - 6 for Feb 22 Common SOR) (SR Item No.5.A,C,Page No 8 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)MT3161.223161.2210.527FalseNoneNoneFalseNoneFalse33278.162940
3441949122162Nonecode15Supply 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.5.b&c,Page No 8 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)No3451.53451.548.0FalseNoneNoneFalseNoneFalse165672.00
3441950122162Nonecode16Tower accessories: Supplying and fixing GI angle 45 x 45 x 5 mm 1Mtr length with cleats, bolts nuts as per specification and fixing above 0.5 mts length each at inner and outer surface of tower to facilitate running of barbed wire 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.6.A,Page No 9 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)Set3281.583281.5848.0FalseNoneNoneFalseNoneFalse157515.840
3441951122162Nonecode17Tower accessories: Supplying and fixing Barbed wire 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.6.B,Page No 9 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)Rmtr60.1860.182400.0FalseNoneNoneFalseNoneFalse144432.00
3441952122162Nonecode18Tower accessories: Supply and fixing of Number plates/Circuit plates 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.5.2,Page No 6 of 28, KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR) (SR Item No.7.b,Page No 9 of 27, KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Nos63.7263.7248.0FalseNoneNoneFalseNoneFalse3058.560
3441953122162Nonecode19Tower accessories: Danger Plates/caution plates 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.5.3,Page No 6 of 28, KPTCL, Electrical Vol - 6 for 2021 -202) (SR Item No.7.A,Page No 9 of 27, KPTCL, Electrical Vol - 6 for 2021 -22Common SOR)Nos63.7263.7248.0FalseNoneNoneFalseNoneFalse3058.560
3441954122162Nonecode20Tower accessories: Supply and fixing of Phase plate (Set of 6 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.(SR Item No.5.1,Page No 6 of 28, KPTCL,Electrical Vol - 6 for 2021 -202) (SR Item No.7.C,Page No 9 of 27, KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Set379.96379.9648.0FalseNoneNoneFalseNoneFalse18238.080
3441955122162Nonecode21Tower accessories: Supply and fixing of Grounding of towers including cost of 40 mm dia 2.5 mm thick, class 'C' G.I. Pipe of 3 metres length as per specifications, with 50 X 6 mm GI Flats 3 metre long,salt charcoal, including excavation charges, complete and as directed by Engineer-In-Charge.(SR Item No.11.A,Page No 12 of 27, KPTCL,Electrical Vol - 6 for 2021 -22Common SOR)Set1681.51681.596.0FalseNoneNoneFalseNoneFalse161424.00
3441956122162Nonecode22Conductor & Earth Wire: Supply and fixing of LYNX ACSR Conductor 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.III.2,Page No 2 of KPTCL,Electrical Vol - 6 for Feb 22 Common SOR)(SR Item No.8.A.ii,Page No 9 of 27, KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Km6995.046995.0437.8FalseNoneNoneFalseNoneFalse264412.5120
3441957122162Nonecode23Hardware for Earthwire: Supply and fixing of welding of Bolts and Nuts (No of tower x 350) 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.5.D,Page No 8 of 27,KPTCL, Electrical Vol - 6 for 2021 - 22 Common SOR)Nos17.717.716800.0FalseNoneNoneFalseNoneFalse297360.00
17199964360000NoneNoneLift Irrigation SchemeSection-1 Electro mechanical works 3.1) Transmission line 3.1.3) CIVIL Engineering work for 110KV SC line29488462.6
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3441958122163Nonecode01Earth 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 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22 Common SOR) In all kinds of soils Depth upto 3 mCum90.4590.45960.0FalseNoneNoneFalseNoneFalse86832.00
3441959122163Nonecode02Earth 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 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22 Common SOR) In ordinary/soft rock without blasting upto 1.5 m depthCum337.01337.01580.0FalseNoneNoneFalseNoneFalse195465.80
3441960122163Nonecode03Earth 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 2021-22 Common SOR) In Hard Rock ( requiring blasting) Depth upto 1.50mCum519.14519.14385.0FalseNoneNoneFalseNoneFalse199868.90
3441961122163Nonecode04Providing 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates .(SR Item No.2.1.3, page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22 Common SOR)Cum7225.477225.47200.0FalseNoneNoneFalseNoneFalse1445094.00
3441962122163Nonecode05Providing 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 2021-22 Common SOR)Cum7795.297795.291350.0FalseNoneNoneFalseNoneFalse10523641.50
3441963122163Nonecode06Providing, fabricating and placing in position reinforcement steel bars for RCC works including cost of all materials, machinery, labour,cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia soft annealed steel wire, etc., complete witha all lead and lifts. (SR Item No.4.3, Page 52 of WRD Specific Items as part of Vol-IV of Uniform Common SOR for 2021-22 Common SOR)Kg110.64110.64153100.0FalseNoneNoneFalseNoneFalse16938984.00
3441964122163Nonecode07Filling 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 2021-22 Common SOR)Cum252.76252.76390.0FalseNoneNoneFalseNoneFalse98576.40
17199964360000NoneNoneLift Irrigation SchemeSection-1 Electro mechanical works 3.2) Terminal Bay 3.2.1) Supply of material for 110 KV Terminal Bay with Freight & Insurance Charges4246229.54
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3441965122164Nonecode01Supply and Erection of SF6 Circuit Breaker with rigid bimetallic terminal connector suitable for LYNX ACSR and with spring / semi - pneumatic /pneumatic type Operating mechanism and with mounting structures. 110 kV, 1250A, 31.5KA Class 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 .7.V, Page No 12,KPTCL Electrical Vol 6 for Feb 22 Common SOR)SR,Item no.18 Page No 13 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)No761737.2761737.21.0FalseNoneNoneFalseNoneFalse761737.20
3441966122164Nonecode02Supply and Erection of Isolators as per technical specification including solid core cylindrical post insulators and marshalling kiosk: 110 kV, 1250A, 31.5 KA Class Double Break motor operated isolators Upright mounting type with manually operated With Earth Switch Live Point height 4600mm including cost of all material, machinery, labour, transportation, taxes with all leads and(SR Item No.1.7.2.1,Page No 3 of 28,KPTCL,Electrical Vol 6 for 2021 -22 Common SOR)(SR No.21.A.B, Page No 14 of 27, KPTCL,Electrical Vol 6 for 2021 -22 Common SOR) lifts etc., complete and as directed by Engineer-In-Charge.No289241.25289241.252.0FalseNoneNoneFalseNoneFalse578482.50
3441967122164Nonecode03Supply and Erection of Oil filled Current Transformers with rigid type terminal connector suitable for LYNX ACSR with marshalling kiosk: (i) 110 kV, 31.5KA CT of Ratio 400-200/1-1-1A, For Metering : Accuracy Class 0.2, Burden 10VA, For Back up protection : 5P20, Burden 30VA. For Differential / Distance Protection : PS Class, Knee Point Voltage - 1600V at 200/1A Rct 5 Ohms - 600V at 200-100/1A, Rct 1.5 Ohms. 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 .VII .5, Page No 8,KPTCL,Electrical Vol 6 for Feb 22 Common SOR )(SR No.19.A.B.C, Page No 14 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)Nos137588.0137588.03.0FalseNoneNoneFalseNoneFalse412764.00
3441968122164Nonecode04Supply, Erection, Testing and commissioning of Lightning Arrester metal oxide, gapless type with rigid bimetallic connectors suitable for LYNX ACSR: 96KV, 10KA, Class - II, Metal Oxide type with corona ring, Support insulating base & surge Monitors 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 .VI .2, Page No 8,KPTCL ElectrIcal Vol 6 for Jan 22 Common SOR)(SR No.22, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos52533.652533.63.0FalseNoneNoneFalseNoneFalse157600.80
3441969122164Nonecode05Supply, Erection, Testing and commissioning of Relay & Protection Panels a) 110 kV line panel 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.2.1.1.1,Page No 5 of 28,KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)(SR Item No.26, Page No 15 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)Set551602.8551602.81.0FalseNoneNoneFalseNoneFalse551602.80
3441970122164Nonecode06Supply , Erection of Station Structures: a) 110 kV side Station Structures : i) Station Structure Tower - type 1T1 with peak with 2.5 meter Extn (1.352 MT 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. (SR Item no .II .1, Page No 2,KPTCL,ESCOMS PWD Electrical Vol 6 for Feb 22 Common SOR )(SR Item No.13.a, Page No 12 of 27, KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -22 Common SOR)MT148845.2148845.21.352FalseNoneNoneFalseNoneFalse201238.71040
3441971122164Nonecode07Supply, Erection of Station Structure Beam suitable for fixing under hung isolator - type 1B1 (0.552 MT 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.(SR Item no .II .1, Page No 2,KPTCL,Electrical Vol 6 for Feb 22 Common SOR)(SR Item No.13.a, Page No 12 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)MT148845.2148845.20.552FalseNoneNoneFalseNoneFalse82162.55040
3441972122164Nonecode08Supply, Erection of Mounting Structures a) 110 kV Isolators a i) Live point height 6350mm Note: Three numbers of flexible terminal connectors per Isolators suitable for 63mm Aluminium tube(0.924 MT per tower*2) 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 .II .2, Page No 2,KPTCL,Electrical Vol 6 for Feb 22 Common SOR)(SR Item No.13.B, Page No 12 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)MT135086.4135086.41.848FalseNoneNoneFalseNoneFalse249639.66720
3441973122164Nonecode09Supply, Erection of Mounting Structures a II) Live point height 4600 mm (0.741 MT per tower*2) 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 .II .2, Page No 2,KPTCL,Electrical Vol 6 for Feb 22 Common SOR)(SR Item No.13.B, Page No 12 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)MT135086.4135086.41.482FalseNoneNoneFalseNoneFalse200198.04480
3441974122164Nonecode10Supply, Erection of Mounting Structures c) Current Transformers c i) For 110 kV CTs (0.152 MT per tower*2) 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 .II .2, Page No 2,KPTCL,Electrical Vol 6 for Feb 22 Common SOR)(SR Item No.13.B, Page No 12 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)MT135086.4135086.40.304FalseNoneNoneFalseNoneFalse41066.26560
3441975122164Nonecode11Supply, Erection of Mounting Structures d II) For 110 kV CVT(0.180 MT per tower*3) 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 .II .2, Page No 2,KPTCL,Electrical Vol 6 for Feb 22 Common SOR)(SR Item No.13.B, Page No 12 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)MT135086.4135086.40.54FalseNoneNoneFalseNoneFalse72946.6560
3441976122164Nonecode12Supply, Erection, Testing and commissioning of Drake ACSR conductor with Clamps : (I) Drake ACSR Conductor (SR Item no .III .3, Page No 2,KPTCL,Electrical Vol 6 for Feb 22 Common SOR)Km417266.88417266.880.1FalseNoneNoneFalseNoneFalse41726.6880
3441977122164Nonecode13Supply , Erection of 7/ 3.65mm GI wire for Ground conductor, 110 kV Side 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.III.6,Page No 2,KPTCL Electrical Vol 6 for Feb 22Common SOR )Km91933.891933.80.4FalseNoneNoneFalseNoneFalse36773.520
3441978122164Nonecode14Supply, Erection of INSULATORS : 110 kV solid core insulators along with bolted type tension clamps and hardware suitable for Drake ACSR.(110 kV side) 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.XI.2,Page No 10,KPTCL,Electrical Vol 6 for Feb 22 Common SOR )(SR Item No.23, Page No 14 of 27, KPTCL,Electrical Vol 6 for May 22 Common SOR)Nos14917.8914917.895.0FalseNoneNoneFalseNoneFalse74589.450
3441979122164Nonecode15Supply, Erection of INSULATORS : 110 kV 90 KN Disc insulators along with Suspension clamps and hardware suitable for Drake ACSR.(110 kV side) 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.XI.6,Page No 10,KPTCL Electrical Vol 6 for Feb 22 Common SOR)Nos683.55683.556.0FalseNoneNoneFalseNoneFalse4101.30
3441980122164Nonecode16Supply and fixing C type wedge connector suitable for LYNX - Drake 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.H.7,Page No 05,KPTCL, Electrical Vol 6 for Feb 22 Common SOR)Nos2768.92768.920.0FalseNoneNoneFalseNoneFalse55378.00
3441981122164Nonecode17Supply and laying of PVC Insulated Copper Control Cable with lugs/ferrules Size of Cable 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.X.C, Page No 9,KPTCL,Electrical Vol 6 for Feb 22Common SOR) (SR Item No.1.12.9,Page No 4 of 28, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)(SR Item No.25.D,Page No 15 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR) (I)19 core 2.5 Sq.mmKm694194.0694194.00.35FalseNoneNoneFalseNoneFalse242967.90
3441982122164Nonecode18Supply and laying of PVC Insulated Copper Control Cable with lugs/ferrules Size of Cable 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.X.C,Page No 9,KPTCL,Electrical Vol 6 for Feb 22Common SOR) (SR Item No.1.12.9,Page No 4 of 28, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)(SR Item No.25.D,Page No 15 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR) (II)4 core 6.0 sqmmKm204318.18204318.180.35FalseNoneNoneFalseNoneFalse71511.3630
3441983122164Nonecode19Supply and laying of PVC Insulated Copper Control Cable with lugs/ferrules Size of Cable 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.X.C,Page No 9,KPTCL,Electrical Vol 6 for Feb 22 Common SOR) (SR Item No.1.12.9,Page No 4 of 28, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)(SR Item No.25.D,Page No 15 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR) (III)4 core 2.5 sqmmKm180115.2180115.20.5FalseNoneNoneFalseNoneFalse90057.60
3441984122164Nonecode20Supply and laying of PVC Insulated Copper Control Cable with lugs/ferrules Size of Cable 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.X.C,Page No 9,KPTCL,Electrical Vol 6 for Feb 22Common SOR) (SR Item No.1.12.9,Page No 4 of 28, KPTCL, Electrical Vol - 6 for 2021 -22Common SOR)(SR Item No.25.D,Page No 15 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR) (III)10 core 2.5 sqmmKm380243.2380243.20.5FalseNoneNoneFalseNoneFalse190121.60
3441985122164Nonecode21b) Cast iron pipe electrode of 100mm internal dia 13mm thick 2.75mtr long: Grounding of equipment by providing cast iron pipe of 100mm I.D. 13mm thickness 2.75 mtr long with 2 part clamp out of G.I.flat 50x6mm continuously welded all-round the pipe using cast iron welding electrodes as per drawing including the cost of excavation 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.C,Page No 12 of 27 KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Set10796.9110796.9112.0FalseNoneNoneFalseNoneFalse129562.920
17199964360000NoneNoneLift Irrigation SchemeSection-1 Electro mechanical works 3.2) Terminal Bay 3.2.2) Erection Charges for 110KV Terminal Bay233497.84
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3441986122165Nonecode01Supply and Erection of SF6 Circuit Breaker with rigid bimetallic terminal connector suitable for LYNX ACSR and with spring / semi - pneumatic /pneumatic type Operating mechanism and with mounting structures. 110 kV, 1250A, 31.5KA Class 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 .7.V, Page No 12,KPTCL Electrical Vol 6 for Feb 22 Common SOR)SR,Item no.18 Page No 13 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)No15268.0215268.021.0FalseNoneNoneFalseNoneFalse15268.020
3441987122165Nonecode02Supply and Erection of Isolators as per technical specification including solid core cylindrical post insulators and marshalling kiosk: 110 kV, 1250A, 31.5 KA Class Double Break motor operated isolators Upright mounting type with manually operated With Earth Switch Live Point height 4600mm including cost of all material, machinery, labour, transportation, taxes with all leads and(SR Item No.1.7.2.1,Page No 3 of 28,KPTCL,Electrical Vol 6 for 2021 -22 Common SOR)(SR No.21.A.B, Page No 14 of 27, KPTCL,Electrical Vol 6 for 2021 -22 Common SOR) lifts etc., complete and as directed by Engineer-In-Charge.No7587.47587.42.0FalseNoneNoneFalseNoneFalse15174.80
3441988122165Nonecode03Supply and Erection of Oil filled Current Transformers with rigid type terminal connector suitable for LYNX ACSR with marshalling kiosk: (i) 110 kV, 31.5KA CT of Ratio 400-200/1-1-1A For Metering : Accuracy Class 0.2, Burden 10VA For Back up protection : 5P20, Burden 30VA. For Differential / Distance Protection : PS Class, Knee Point Voltage - 1600V at 200/1A Rct 5 Ohms - 600V at 200-100/1A, Rct 1.5 Ohms. 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 .VII .5, Page No 8,KPTCL,Electrical Vol 6 for Feb 22 Common SOR )(SR No.19.A.B.C, Page No 14 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)Nos2529.922529.923.0FalseNoneNoneFalseNoneFalse7589.760
3441989122165Nonecode04Supply, Erection, Testing and commissioning of Lightning Arrester metal oxide, gapless type with rigid bimetallic connectors suitable for LYNX ACSR: 96KV, 10KA, Class - II, Metal Oxide type with corona ring, Support insulating base & surge Monitors 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 .VI .2, Page No 8,KPTCL ElectrIcal Vol 6 for Jan 22 Common SOR 22 Common SOR )(SR No.22, Page No 14 of 27, KPTCL ElectrIcal Vol 6 for 2021 -22 Common SOR)Nos1154.041154.043.0FalseNoneNoneFalseNoneFalse3462.120
3441990122165Nonecode05Supply, Erection, Testing and commissioning of Relay & Protection Panels a) 110 kV line panel 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.2.1.1.1,Page No 5 of 28,KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)(SR Item No.26, Page No 15 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)Set4725.94725.91.0FalseNoneNoneFalseNoneFalse4725.90
3441991122165Nonecode06Supply , Erection of Station Structures: a) 110 kV side Station Structures : i) Station Structure Tower - type 1T1 with peak with 2.5 meter Extn (1.352 MT 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. (SR Item no .II .1, Page No 2,KPTCL,ESCOMS PWD Electrical Vol 6 for Feb 22 Common SOR )(SR Item No.13.a, Page No 12 of 27, KPTCL,ESCOMS PWD Electrical Vol 6 for 2021 -22 Common SOR)MT3203.73203.71.352FalseNoneNoneFalseNoneFalse4331.40240
3441992122165Nonecode07Supply, Erection of Station Structure Beam suitable for fixing under hung isolator - type 1B1 (0.552 MT 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.(SR Item no .II .1, Page No 2,KPTCL,Electrical Vol 6 for Feb 22 Common SOR)(SR Item No.13.a, Page No 12 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)MT3203.73203.70.552FalseNoneNoneFalseNoneFalse1768.44240
3441993122165Nonecode08Supply, Erection of Mounting Structures a) 110 kV Isolators ai) Live point height 6350mm Note: Three numbers of flexible terminal connectors per Isolators suitable for 63mm Aluminium tube(0.924 MT per tower*2) 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 .II .2, Page No 2,KPTCL,Electrical Vol 6 for Feb 22 Common SOR)(SR Item No.13.B, Page No 12 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)MT2397.762397.761.848FalseNoneNoneFalseNoneFalse4431.060480
3441994122165Nonecode09Supply, Erection of Mounting Structures aII) Live point height 4600 mm (0.741 MT per tower*2) 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 .II .2, Page No 2,KPTCL,Electrical Vol 6 for Feb 22 Common SOR) (SR Item No.13.B, Page No 12 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)MT2397.762397.761.482FalseNoneNoneFalseNoneFalse3553.480320
3441995122165Nonecode10Supply, Erection of Mounting Structures c) Current Transformers ci) For 110 kV CTs (0.152 MT per tower*2) 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 .II .2, Page No 2,KPTCL,Electrical Vol 6 for Feb 22 Common SOR)(SR Item No.13.B, Page No 12 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)MT2397.762397.760.304FalseNoneNoneFalseNoneFalse728.919040
3441996122165Nonecode11Supply, Erection of Mounting Structures dII) For 110 kV CVT(0.180 MT per tower*3) 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 .II .2, Page No 2,KPTCL,Electrical Vol 6 for Feb 22 Common SOR)(SR Item No.13.B, Page No 12 of 27, KPTCL, Electrical Vol 6 for 2021 -22Common SOR)MT2397.762397.760.54FalseNoneNoneFalseNoneFalse1294.79040
3441997122165Nonecode12Supply Formation of Main/Cross bus (all the three phases in a segment) with Single Drake conductor 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.28,Page No 16 of 27, KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Job8418.128418.121.0FalseNoneNoneFalseNoneFalse8418.120
3441998122165Nonecode13Supply, Erection of INSULATORS : 110 kV solid core insulators along with bolted type tension clamps and hardware suitable for Drake ACSR.(110 kV side) 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.XI.2,Page No 10,KPTCL,Electrical Vol 6 for Feb 22 Common SOR )(SR Item No.23, Page No 14 of 27, KPTCL,Electrical Vol 6 for May 22 Common SOR)Nos305.62305.625.0FalseNoneNoneFalseNoneFalse1528.10
3441999122165Nonecode14Supply and laying of PVC Insulated Copper Control Cable with lugs/ferrules Size of Cable 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.X.C,Page No 9,KPTCL,Electrical Vol 6 for Feb 22Common SOR) (SR Item No.1.12.9,Page No 4 of 28, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)(SR Item No.25.D,Page No 15 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR) (I)19 core 2.5 Sq.mmKm12980.012980.00.35FalseNoneNoneFalseNoneFalse4543.00
3442000122165Nonecode15Supply and laying of PVC Insulated Copper Control Cable with lugs/ferrules Size of Cable 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.X.C,Page No 9,KPTCL,Electrical Vol 6 for Feb 22Common SOR) (SR Item No.1.12.9,Page No 4 of 28, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)(SR Item No.25.D,Page No 15 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR) (II)4 core 6.0 sqmmKm12980.012980.00.35FalseNoneNoneFalseNoneFalse4543.00
3442001122165Nonecode16Supply and laying of PVC Insulated Copper Control Cable with lugs/ferrules Size of Cable 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.X.C,Page No 9,KPTCL,Electrical Vol 6 for Feb 22Common SOR) (SR Item No.1.12.9,Page No 4 of 28, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)(SR Item No.25.D,Page No 15 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR) (III)4 core 2.5 sqmmKm12980.012980.00.5FalseNoneNoneFalseNoneFalse6490.00
3442002122165Nonecode17Supply and laying of PVC Insulated Copper Control Cable with lugs/ferrules Size of Cable 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.X.C,Page No 9,KPTCL,Electrical Vol 6 for Feb 22Common SOR) (SR Item No.1.12.9,Page No 4 of 28, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)(SR Item No.25.D,Page No 15 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR) (III)10 core 2.5 sqmmKm12980.012980.00.5FalseNoneNoneFalseNoneFalse6490.00
3442003122165Nonecode18Site Surfacing Jelly spreading : Providing and spreading 20/25 mm jelly in station yard including conveying, stacking for measurement, spreading in layer of 100 mm over all 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.31.B. i,Page No 17 of 27, KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Cum1765.281765.2821.6FalseNoneNoneFalseNoneFalse38130.0480
3442004122165Nonecode19a) GI Flats 50x6mm for earth connection: Grounding of equipment with 50x6mm G.I flat and connecting equipment to the earth mat/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 earth mat/ ground pit/ point of earth connection 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.29.c,Page No 17 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)Rmtr266.68266.68200.0FalseNoneNoneFalseNoneFalse53336.00
3442005122165Nonecode20b) Cast iron pipe electrode of 100mm internal dia 13mm thick 2.75mtr long: Grounding of equipment by providing cast iron pipe of 100mm I.D. 13mm thickness 2.75 mtr long with 2 part clamp out of G.I.flat 50x6mm continuously welded all-round the pipe using cast iron welding electrodes as per drawing including the cost of excavation 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.C,Page No 12 of 27 KPTCL,Electrical Vol - 6 for 2021 -22 Common SOR)Set2780.082780.0812.0FalseNoneNoneFalseNoneFalse33360.960
3442006122165Nonecode21c) Supplying and fixing 450mm dia x 450mm height 1.5" to 2" Hume pipe collars (non pressure type) for earth pits. 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.29.E,Page No 17 of 27, KPTCL, Electrical Vol - 6 for 2021 -22 Common SOR)Nos1194.161194.1612.0FalseNoneNoneFalseNoneFalse14329.920
17199964360000NoneNoneLift Irrigation SchemeSection-1 Electro mechanical works 3.2) Terminal Bay 3.2.3) Testing & Commissioning of Terminal Bay109284.52
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3442007122166Nonecode01Supply and Erection of SF6 Circuit Breaker with rigid bimetallic terminal connector suitable for LYNX ACSR and with spring / semi - pneumatic /pneumatic type Operating mechanism and with mounting structures. 110 kV, 1250A, 31.5KA Class 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 .7.V, Page No 12,KPTCL Electrical Vol 6 for Feb 22Common SOR)SR,Item no.18 Page No 13 of 27, KPTCL, Electrical Vol 6 for 2021 -22Common SOR)No44574.544574.51.0FalseNoneNoneFalseNoneFalse44574.50
3442008122166Nonecode02Supply and Erection of Isolators as per technical specification including solid core cylindrical post insulators and marshalling kiosk: 110 kV, 1250A, 31.5 KA Class Double Break motor operated isolators Upright mounting type with manually operated With Earth Switch Live Point height 4600mm 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.1.7.2.1,Page No 3 of 28,KPTCL,Electrical Vol 6 for 2021 -22 Common SOR)(SR No.21.A.B, Page No 14 of 27, KPTCL,Electrical Vol 6 for 2021 -22 Common SOR)No921.58921.582.0FalseNoneNoneFalseNoneFalse1843.160
3442009122166Nonecode03Supply and Erection of Oil filled Current Transformers with rigid type terminal connector suitable for LYNX ACSR with marshalling kiosk: (i) 110 kV, 31.5KA CT of Ratio 400-200/1-1-1A For Metering : Accuracy Class 0.2, Burden 10VA For Back up protection : 5P20, Burden 30VA. For Differential / Distance Protection : PS Class, Knee Point Voltage - 1600V at 200/1A Rct 5 Ohms - 600V at 200-100/1A, Rct 1.5 Ohms. 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 .VII .5, Page No 8,KPTCL,Electrical Vol 6 for Feb 22 Common SOR )(SR No.19.A.B.C, Page No 14 of 27, KPTCL, Electrical Vol 6 for 2021 -22 Common SORNos4926.54926.53.0FalseNoneNoneFalseNoneFalse14779.50
3442010122166Nonecode04Supply, Erection, Testing and commissioning of Relay & Protection Panels a) 110 kV line panel 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.2.1.1.1,Page No 5 of 28,KPTCL, Electrical Vol 6 for 2021 -22 Common SOR)(SR Item No.26, Page No 15 of 27, KPTCL, Electrical Vol 6 for 2021 -22Common SOR)Set48087.3648087.361.0FalseNoneNoneFalseNoneFalse48087.360
17199964360000NoneNoneLift Irrigation SchemeSection-1 Electro mechanical works 3.2) Terminal Bay 3.2.4) Civil Engineering works for Terminal Bay1374482.45
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3442011122167Nonecode01Earth 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 2021-22 Common SOR) - In all kinds of soils upto 300 mm depthCum80.5480.54410.0FalseNoneNoneFalseNoneFalse33021.40
3442012122167Nonecode02Earth 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 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22Common SOR) - In all kinds of soils Depth upto 3 mCum90.4590.4530.0FalseNoneNoneFalseNoneFalse2713.50
3442013122167Nonecode03Earth 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 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22 Common SOR) In ordinary/soft rock without blasting upto 1.5 m depthCum337.01337.0120.0FalseNoneNoneFalseNoneFalse6740.20
3442014122167Nonecode04Earth 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 2021-22 Common SOR) In Hard Rock ( requiring blasting) Depth upto 1.50mCum519.14519.1412.5FalseNoneNoneFalseNoneFalse6489.250
3442015122167Nonecode05Providing 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates(The cost of steel reinforcement & formwork shall be paid separately). (SR Item No.2.1.3, page 15 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22 Common SOR)Cum7225.477225.47145.0FalseNoneNoneFalseNoneFalse1047693.150
3442016122167Nonecode06Providing 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 2021-22 Common SOR)Cum7795.297795.2915.0FalseNoneNoneFalseNoneFalse116929.350
3442017122167Nonecode07Providing, fabricating and placing in position reinforcement steel bars for RCC works including cost of all materials, machinery, labour,cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia soft annealed steel wire, etc., complete witha all lead and lifts. (SR Item No.4.3, Page 52 of WRD Specific Items as part of Vol-IV of Uniform Common SOR for 2021-22 Common SOR)Cum110.64110.641340.0FalseNoneNoneFalseNoneFalse148257.60
3442018122167Nonecode08Filling 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 1.5m. (SR Item No.1.9, page 7 of Common SR for Earthwork & Concrete Works Vol-1 for 2021-22 Common SOR)Cum252.76252.7650.0FalseNoneNoneFalseNoneFalse12638.00
17199964360000NoneNoneLift Irrigation SchemeSection-2 Civil works 1) Jackwell cum pump house 1.1) Construction of jackwel cum pump house(3working, 1standby) VT pumps and miscelleneous works148645521.45
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3442019122168Nonecode01Earth 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). (SR Item No.1.14.1, page 8 of Common SR for Vol-1 for 2021-22)Cum90.4590.454366.0FalseNoneNoneFalseNoneFalse394904.70
3442020122168Nonecode02Earth 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 ordinary/soft rock without blasting)For (3.00 to 4.50)m lift : (SR Item No.1.15.2, page 9 of Common SR for Vol-1 for 2021-22)Cum432.41432.412048.0FalseNoneNoneFalseNoneFalse885575.680
3442021122168Nonecode03Earth 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))(SR Item No.1.16.1, page 9 of Common SR for Vol-1 for 2021-22) For (4.5 to 6.00)m lift :Cum702.51702.511961.0FalseNoneNoneFalseNoneFalse1377622.110
3442022122168Nonecode04Earth 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))(SR Item No.1.16.1, page 9 of Common SR for Vol-1 for 2021-22) For (6.00 to 7.50)m lift :Cum737.64737.641876.0FalseNoneNoneFalseNoneFalse1383812.640
3442023122168Nonecode05Earth 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))(SR Item No.1.16.1, page 9 of Common SR for Vol-1 for 2021-22) For (7.5 to 9.00)m lift :Cum774.51774.511792.0FalseNoneNoneFalseNoneFalse1387921.920
3442024122168Nonecode06Earth 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))(SR Item No.1.16.1, page 9 of Common SR for Vol-1 for 2021-22) For (9.00 to 10.5)m lift :Cum813.23813.231709.0FalseNoneNoneFalseNoneFalse1389810.070
3442025122168Nonecode07Earth 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))(SR Item No.1.16.1, page 9 of Common SR for Vol-1 for 2021-22) For (10.5 to 12.00)m lift :Cum853.88853.881629.0FalseNoneNoneFalseNoneFalse1390970.520
3442026122168Nonecode08Earth 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))(SR Item No.1.16.1, page 9 of Common SR for Vol-1 for 2021-22) For (12.00 to 13.5)m lift :Cum896.57896.571550.0FalseNoneNoneFalseNoneFalse1389683.50
3442027122168Nonecode09Earth 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))(SR Item No.1.16.1, page 9 of Common SR for Vol-1 for 2021-22) For (13.5 to 15.00)m lift :Cum941.39941.391473.0FalseNoneNoneFalseNoneFalse1386667.470
3442028122168Nonecode10Earth 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))(SR Item No.1.16.1, page 9 of Common SR for Vol-1 for 2021-22) For (15.00 to 16.50)m lift :Cum988.46988.461397.0FalseNoneNoneFalseNoneFalse1380878.620
3442029122168Nonecode11Earth 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))(SR Item No.1.16.1, page 9 of Common SR for Vol-1 for 2021-22) For (16.5 to 18.00)m lift :Cum1037.871037.87716.0FalseNoneNoneFalseNoneFalse743114.920
3442030122168Nonecode12Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts .(SR Item No.4.5, page 52 of WRD SR for Vol-4 for 2021-22)Cum6568.856568.8590.6FalseNoneNoneFalseNoneFalse595137.810
3442031122168Nonecode13Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.2.3.1, page 15 of Common SR for Vol-1 for 2021-22)Cum8129.538129.53334.4FalseNoneNoneFalseNoneFalse2718514.8320
3442032122168Nonecode14Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.5.2, page 17 of Common SR for Vol-1 for 2021-22) For (0.00 to 3.60)m lift ColumnsCum13029.5713029.5720.7FalseNoneNoneFalseNoneFalse269712.0990
3442033122168Nonecode15Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.5.2, page 17 of Common SR for Vol-1 for 2021-22) For (0.00 to 3.60)m lift Sub-StructureCum8047.688047.6862.4FalseNoneNoneFalseNoneFalse502175.2320
3442034122168Nonecode16Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.5.2, page 17 of Common SR for Vol-1 for 2021-22) For (0.00 to 3.60)m lift Beams and LintelsCum12263.1312263.13154.1FalseNoneNoneFalseNoneFalse1889748.3330
3442035122168Nonecode17Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.5.2, page 17 of Common SR for Vol-1 for 2021-22) For (3.60 to 7.20)m lift : ColumnsCum13159.8713159.8720.7FalseNoneNoneFalseNoneFalse272409.3090
3442036122168Nonecode18Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.5.2, page 17 of Common SR for Vol-1 for 2021-22) For (3.60 to 7.20)m lift Beams and LintelsCum12385.7612385.7634.7FalseNoneNoneFalseNoneFalse429785.8720
3442037122168Nonecode19Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.5.2, page 17 of Common SR for Vol-1 for 2021-22) For (7.20 to 10.80)m lift : ColumnsCum13291.4713291.4720.7FalseNoneNoneFalseNoneFalse275133.4290
3442038122168Nonecode20Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.5.2, page 17 of Common SR for Vol-1 for 2021-22) For (7.20 to 10.80)m lift Beams and LintelsCum12509.6212509.6226.5FalseNoneNoneFalseNoneFalse331504.930
3442039122168Nonecode21Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.5.2, page 17 of Common SR for Vol-1 for 2021-22) For (10.80 to 14.40)m lift : ColumnsCum13424.3813424.386.9FalseNoneNoneFalseNoneFalse92628.2220
3442040122168Nonecode22Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) SUB STRUCTURE For (0.00 to 3.60)m lift Earth Retaining Structure and PierCum8850.678850.67434.1FalseNoneNoneFalseNoneFalse3842075.8470
3442041122168Nonecode23Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) SUB STRUCTURE For (0.00 to 3.60)m lift ColumnsCum13678.3113678.3120.7FalseNoneNoneFalseNoneFalse283141.0170
3442042122168Nonecode24Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) SUB STRUCTURE For (0.00 to 3.60)m lift BeamsCum12873.7112873.7115.6FalseNoneNoneFalseNoneFalse200829.8760
3442043122168Nonecode25Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) SUB STRUCTURE For (3.60 to 7.20)m lift : Earth Retaining Structure and PierCum8939.188939.18434.05FalseNoneNoneFalseNoneFalse3880051.0790
3442044122168Nonecode26Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) SUB STRUCTURE For (3.60 to 7.20)m lift ColumnsCum13815.113815.120.7FalseNoneNoneFalseNoneFalse285972.570
3442045122168Nonecode27Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) SUB STRUCTURE For (3.60 to 7.20)m lift BeamsCum13002.4413002.4415.6FalseNoneNoneFalseNoneFalse202838.0640
3442046122168Nonecode28Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) SUB STRUCTURE For (7.20 to 10.80)m lift : Earth Retaining Structure and PierCum9028.579028.57434.1FalseNoneNoneFalseNoneFalse3919302.2370
3442047122168Nonecode29Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) SUB STRUCTURE For (7.20 to 10.80)m lift : ColumnsCum13953.2513953.2520.7FalseNoneNoneFalseNoneFalse288832.2750
3442048122168Nonecode30Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) SUB STRUCTURE For (7.20 to 10.80)m lift : BeamsCum13132.4713132.4715.6FalseNoneNoneFalseNoneFalse204866.5320
3442049122168Nonecode31Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) SUB STRUCTURE For (10.80 to 14.40)m lift : Earth Retaining Structure and PierCum9118.869118.86434.1FalseNoneNoneFalseNoneFalse3958497.1260
3442050122168Nonecode32Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) SUB STRUCTURE For (10.80 to 14.40)m lift : ColumnsCum14092.7814092.7820.7FalseNoneNoneFalseNoneFalse291720.5460
3442051122168Nonecode33Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) SUB STRUCTURE For (10.80 to 14.40)m lift : BeamsCum13263.7913263.7915.6FalseNoneNoneFalseNoneFalse206915.1240
3442052122168Nonecode34Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) For SUB STRUCTURE (14.40 to 18.00)m lift : Earth Retaining Structure and PierCum9210.059210.05434.1FalseNoneNoneFalseNoneFalse3998082.7050
3442053122168Nonecode35Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) For SUB STRUCTURE (14.40 to 18.00)m lift : ColumnsCum14233.7114233.7120.7FalseNoneNoneFalseNoneFalse294637.7970
3442054122168Nonecode36Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) For SUB STRUCTURE (14.40 to 18.00)m lift : BeamsCum13396.4313396.4315.6FalseNoneNoneFalseNoneFalse208984.3080
3442055122168Nonecode37Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) For SUB STRUCTURE For (18.00 to 21.60)m lift : Earth Retaining Structure and PierCum9302.159302.15650.1FalseNoneNoneFalseNoneFalse6047327.7150
3442056122168Nonecode38Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) For SUB STRUCTURE For (18.00 to 21.60)m lift : ColumnsCum14376.0414376.0420.7FalseNoneNoneFalseNoneFalse297584.0280
3442057122168Nonecode39Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) For SUB STRUCTURE For (18.00 to 21.60)m lift : BeamsCum13530.3913530.3915.6FalseNoneNoneFalseNoneFalse211074.0840
3442058122168Nonecode40Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) For SUB STRUCTURE For (21.60 to 25.20)m lift : Earth Retaining Structure and PierCum9395.179395.17650.1FalseNoneNoneFalseNoneFalse6107800.0170
3442059122168Nonecode41Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(SR Item No.2.4.4, page 17 of Common SR for Vol-1 for 2021-22) For SUB STRUCTURE For (21.60 to 25.20)m lift : ColumnsCum14519.814519.820.7FalseNoneNoneFalseNoneFalse300559.860
3442060122168Nonecode42Providing 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 1:4 (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.(SR Item No.6.7, page 13 of Vol-2 for 2021-22)Cum8608.578608.57250.0FalseNoneNoneFalseNoneFalse2152142.50
3442061122168Nonecode43Providing and fixing galvalume / Cladding sheets for roof with necessary fixtures etc., including cost of all materials, machinery, labour, scaffolding etc., complete with lead upto 50 m and all lifts.Market RateSqm3894.03894.0913.0FalseNoneNoneFalseNoneFalse3555222.00
3442062122168Nonecode44Providing 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.(SR Item No.11.2,page 78 of PWD (C&B)- Buildings Vol-2 for 2021-22)Tonne125139.0125139.023.709FalseNoneNoneFalseNoneFalse2966920.5510
3442063122168Nonecode45Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete.(SR Item No 9.1, page 59 of Vol-2 for 2021-22)Sqm495.6495.6355.5FalseNoneNoneFalseNoneFalse176185.80
3442064122168Nonecode46Supplying 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. 80x1.25 mm M.S. laths with 1.25 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.Rolling shutter(SR Item No.11.6.1, page 76 of Vol-2 for 2021-22)Sqm3109.893109.8922.5FalseNoneNoneFalseNoneFalse69972.5250
3442065122168Nonecode47Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(SR Item No 11.5.1, page 45 of Vol-2 for 2021-22)Sqm4534.744534.742.52FalseNoneNoneFalseNoneFalse11427.54480
3442066122168Nonecode48Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(SR Item No 11.44, page 91 of PWD SR Vol-2 for 2021-22)Sqm4312.964312.9628.5FalseNoneNoneFalseNoneFalse122919.360
3442067122168Nonecode49Finishing 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.(SR Item No.8.28,page 45 of PWD (C&B)- Buildings Vol-2 for 2021-22)Sqm81.7781.771080.78FalseNoneNoneFalseNoneFalse88375.38060
3442068122168Nonecode50Finishing 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)Sqm138.77138.771083.98FalseNoneNoneFalseNoneFalse150423.90460
3442069122168Nonecode51Providing Thermo-Mechanically Treated bars of grade Fe-500 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)(SR Item No.11.32, page 84 of Vol-2, for 2021-22)Kg113.99113.99466145.5FalseNoneNoneFalseNoneFalse53135925.5450
3442070122168Nonecode52Design, 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 etc., complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials.(SR Item No 6.35, page 83 of WRD SR, Vol-4 for 2021-22)Tonne221966.85221966.8511.25FalseNoneNoneFalseNoneFalse2497127.06250
3442071122168Nonecode53Design, 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.(SR Item No 6.36, page 83 of WRD SR, Vol-4 for 2021-22)Tonne175876.05175876.051.836FalseNoneNoneFalseNoneFalse322908.42780
3442072122168Nonecode54Design, 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.(SR Item No 6.37, page 84 of WRD SR, Vol-4 for 2021-22)Tonne234416.14234416.144.037FalseNoneNoneFalseNoneFalse946337.957180
3442073122168Nonecode55Design, 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 etc., 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 etc., complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials.(SR Item No 6.38, page 84 of WRD SR, Vol-4 for 2021-22)Tonne209586.45209586.451.466FalseNoneNoneFalseNoneFalse307253.73570
3442074122168Nonecode56Providing and fixing chain link fencing consisting of 3 m long 65 x 65 x 6 mm M.S angles with top 50 cm bent at 30 degree to vertical fixed at 2.5 m intervals in C.C 1 : 3 : 6 proportion using 20 mm down graded coarse aggregate for 70 cm depth, fixing 50 x 50 mm opening 8 gauge G.I chain link mesh upto 1.8 m height of poles using 8 gauge stretcher wire at top and bottom and 30 x 30 x 5 mm M.S angles with bolts /nuts / washers ( 4 bolts for each pole ), fixing 3 rows of 12 gauge ( 4 barbs at 7.5 cm c/c ) G.I barbed wire for top bent portion of poles, including cost of all materials, machinery, labour, excavation of pit, mixing and laying concrete, curing, drilling holes in angles, cleaning angles, painting angles and Chain links with 2 coats of synthetic enamel paint over a coat of primer etc., complete with all lead and lifts (SR Item No 4.41, page 31 of MI SR, Vol-4 for 2021-22)Rmtr1733.41733.480.0FalseNoneNoneFalseNoneFalse138672.00
3442075122168Nonecode57Filling 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 Vol-1 for 2021-22)Cum252.76252.7614847.0FalseNoneNoneFalseNoneFalse3752727.720
3442076122168Nonecode58Design, 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 with all leads and lifts.(SR Item No 6.39, page 84 of WRD SR, Vol-4 for 2021-22)Tonne64180.264180.22.199FalseNoneNoneFalseNoneFalse141132.25980
3442077122168Nonecode59Design, 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.(SR Item No 6.40, page 85 of WRD SR, Vol-4 for 2021-22)Tonne180168.81180168.813.912FalseNoneNoneFalseNoneFalse704820.384720
3442078122168Nonecode60Providing and constructing 300 mm thick rubble stone pitching set in CM 1: 5 proportion by volume with pin headers at 2 per sqm in including cost of all materials from approved source, labour, packing stone chips and mortar into joints, finishing, curing etc., complete with all lead and all lifts.(SR Item No.3.55, page 40 of WRD Vol-4 for 2021 - 22)Sqm1120.231120.23475.0FalseNoneNoneFalseNoneFalse532109.250
3442079122168Nonecode61Providing homogeneous embankment using homogeneous approved soil from borrow area 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 to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts.WRD SR Vol-4 SR 2021-22 Item No.2.38, page no. 29)Cum568.7568.736291.0FalseNoneNoneFalseNoneFalse20638691.70
3442080122168Nonecode62Providing and fixing 25 mm dia 3 m long cold twisted deformed steel dowel bars with one end driven into 38 mm dia 1.50 m deep hole drilled in bed rock and other end provided with L - bend for embedding in concrete / masonry of over flow / non-over flow blocks and other concrete / masonry of over flow / non-over flow blocks and other appurtenant works including cost of all materials, machinery, labour, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod etc., complete with all lead and all lifts(SR Item No 2.8, Page 24 of WRD, for 2021-22 )Each1620.021620.0241.0FalseNoneNoneFalseNoneFalse66420.820
3442081122168Nonecode63Electrical ConnectionsJob177000.0177000.01.0FalseNoneNoneFalseNoneFalse177000.00
3442082122168Nonecode64Water Supply & Sanitary connectionsJob177000.0177000.01.0FalseNoneNoneFalseNoneFalse177000.00
3442083122168Nonecode65BorewellJob177000.0177000.01.0FalseNoneNoneFalseNoneFalse177000.00
3442084122168Nonecode66Toilet RoomJob118000.0118000.01.0FalseNoneNoneFalseNoneFalse118000.00
17199964360000NoneNoneLift Irrigation SchemeSection-2 Civil works 1) Jackwell cum pump house 1.2) Construction of Intake Canal5398625.57
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3442085122169Nonecode01Clearing thick jungle growth (less than 50 percent open space) including bushes upto 300mm / parthenium and other weeds including burning or disposing off the same as directed etc..complete. (CSR VOL-IV, PART - B 2021 - 22, P. No. 156, Item No.6.22)Sqm3.723.721500.0FalseNoneNoneFalseNoneFalse5580.00
3442086122169Nonecode02Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth (CSR VOL-I 2021 - 22, P. No. 5, Item No.1.5.1)Cum283.73283.734950.0FalseNoneNoneFalseNoneFalse1404463.50
3442087122169Nonecode03Excavation for foundation in hard rock of all toughness including boulders above 0.6 m diameter ( 0.113 cum ) for dam, spillway, intake structure, surface power house and other appurtenant structures by approved controlled blasting methods including control of vibration by use of delay detonators and control of fly rocks by muffling arrangements etc., and placing the excavated rock neatly in specified dump area as directed including cost of all materials, machinery, labour etc., complete with all lead and all lifts. (WRD SR VOL-IV PART-A 2021-22, P.No.23, Item No.2.1)Cum852.43852.432062.5FalseNoneNoneFalseNoneFalse1758136.8750
3442088122169Nonecode04Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial all leads and lifts (WRD SR VOL-IV 2021 - 22, P. No. 42, Item No.3.28)Cum6960.376960.3763.47FalseNoneNoneFalseNoneFalse441774.68390
3442089122169Nonecode05Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with all leads and lifts (WRD SR VOL-IV 2021 - 22, P. No. 42, Item No.3.27.1)Cum9579.09579.063.59FalseNoneNoneFalseNoneFalse609128.610
3442090122169Nonecode06Providing, fabricating and placing in position reinforcement steel for RCC works including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking lapping, welding wherever required, tying with 1.25 mm dia. soft annealed steel wire etc., complete with lead and all lifts. (WRD SR VOL-IV 2021 - 22, P. No. 41, Item No.3.23)Kg110647.02110647.029.1FalseNoneNoneFalseNoneFalse1006887.8820
3442091122169Nonecode07Providing 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. (WRD SR VOL-IV 2021 - 22, P. No. 44, Item No.3.42)Rmtr99.1299.1296.0FalseNoneNoneFalseNoneFalse9515.520
3442092122169Nonecode08Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with all lead and lifts. (WRD SR VOL-IV 2021 - 22, P. No. 46, Item No.3.53)Sqm517.9517.9315.0FalseNoneNoneFalseNoneFalse163138.50
17199964360000NoneNoneLift Irrigation SchemeSection-2 Civil works 1) Jackwell cum pump house 1.3) Construction of Store Room2348086.78
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3442093122170Nonecode01Earth 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 (CSR VOL-I Item No.1.14.1, page no 8 of 2021 - 22)Cum90.4590.4539.98FalseNoneNoneFalseNoneFalse3616.1910
3442094122170Nonecode02Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (CSR VOL-I Item No.2.1.3, page 15, for 2021 - 22)Cum7225.487225.485.758FalseNoneNoneFalseNoneFalse41604.313840
3442095122170Nonecode03Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) (CSR VOL-I Item No.2.4.1, page 17, for 2021 - 22)Cum7649.597649.5929.235FalseNoneNoneFalseNoneFalse223635.763650
3442096122170Nonecode04Filling 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. (CSR VOL-I Item No.1.9, page no 7 of 2021 - 22)Cum252.76252.764.987FalseNoneNoneFalseNoneFalse1260.514120
3442097122170Nonecode05Providing 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. (CSR VOL-II Item No.6.8, page no 14 of 2021 - 22)Cum8288.918288.9120.691FalseNoneNoneFalseNoneFalse171505.836810
3442098122170Nonecode06Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks 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. (CSR VOL-II Item No.6.5, page no 13 of 2021 - 22)Cum10977.5410977.543.702FalseNoneNoneFalseNoneFalse40638.853080
3442099122170Nonecode07Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) (CSR VOL-I Item No.2.5.1, page no 17 of 2021 - 22) i) Roof SlabCum11489.2511489.2513.446FalseNoneNoneFalseNoneFalse154484.45550
3442100122170Nonecode08Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) (CSR VOL-I Item No.2.5.1, page no 17 of 2021 - 22 BeamsCum12255.212255.26.131FalseNoneNoneFalseNoneFalse75136.63120
3442101122170Nonecode09Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) (CSR VOL-I Item No.2.5.1, page no 17 of 2021 - 22 ColumnsCum13021.1513021.153.312FalseNoneNoneFalseNoneFalse43126.04880
3442102122170Nonecode10Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface/Chajjas/Sunken portion of WC:Bathroom applied @ 1.2L/per m2,having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 L/m2, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. (CSR VOL-II Item No.15.2, page no 133 of 2021 - 22)Sqm712.43712.437.2FalseNoneNoneFalseNoneFalse5129.4960
3442103122170Nonecode11Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (SR Item No 11.5.1, page 45 of Vol-2 for 2021-22)Sqm4534.744534.747.476FalseNoneNoneFalseNoneFalse33901.716240
3442104122170Nonecode12Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. 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. (SR Item No 11.37.1, page 45 of Vol-2 for 2021-22)Sqm988.72988.726.84FalseNoneNoneFalseNoneFalse6762.84480
3442105122170Nonecode13Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (CSR VOL-I Item No.2.1.1, page no 15 of 2021 - 22)Cum6020.36020.310.784FalseNoneNoneFalseNoneFalse64922.91520
3442106122170Nonecode14Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm (SR Item No.9.17.2, page 61 of Common SR Vol-2 2021-22)Sqm1365.381365.3868.29FalseNoneNoneFalseNoneFalse93241.80020
3442107122170Nonecode15Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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.(CSR VOL-II Item No.8.9 page no 42 of 2021 - 22)Sqm19.019.0112.88FalseNoneNoneFalseNoneFalse2144.720
3442108122170Nonecode16Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse 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 Engineer-in-charge.(CSR VOL-II Item No.8.6.1 page no 42 of 2021 - 22)Sqm339.49339.49159.954FalseNoneNoneFalseNoneFalse54302.783460
3442109122170Nonecode17Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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.(SR Item No.8.4.1, page 41 of Common SR for Building Works Vol-2 for 2021-22)Sqm339.49339.49136.58FalseNoneNoneFalseNoneFalse46367.54420
3442110122170Nonecode18Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (SR Item No.8.2.2, page 41 of Common SR for Building Works Vol-2 for 2021-22)Sqm284.97284.9721.024FalseNoneNoneFalseNoneFalse5991.209280
3442111122170Nonecode19Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. (SR Item No.20.12, page 174 of CSR Vol-2 for 2021-22)Sqm47.0847.08432.82FalseNoneNoneFalseNoneFalse20377.16560
3442112122170Nonecode20Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. (SR Item No.9.10, page 60 of Common SR for Building Works Vol-2 for 2021-22)Sqm768.18768.181.392FalseNoneNoneFalseNoneFalse1069.306560
3442113122170Nonecode21Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :Two coats 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.8.35.2, page 47 of CSR Vol-2 for 2021-22)Sqm118.94118.94432.82FalseNoneNoneFalseNoneFalse51479.61080
3442114122170Nonecode22Providing half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in cement mortar 1:3 (1 Cement : 3 coarse sand) in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall complete with 10cm / 11.4 cm wide bitumen felt type 3 grade 1 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.6.10, page 14 of CSR Vol-2 for 2021-22)Sqm364.27364.2789.64FalseNoneNoneFalseNoneFalse32653.16280
3442115122170Nonecode23Providing Thermo-Mechanically Treated bars of grade Fe-550D Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (SR Item 11.32, page 84 of CSR Vol-2 for 2021-22)Tonne113988.0113988.05.932FalseNoneNoneFalseNoneFalse676176.8160
3442116122170Nonecode24Water supply and sanitary works 10% of Estimated amountJob185024.0185024.01.0FalseNoneNoneFalseNoneFalse185024.00
3442117122170Nonecode25Electrical Estimate EnclosedJob221021.08221021.081.0FalseNoneNoneFalseNoneFalse221021.080
3442118122170Nonecode26Miscellaneous rounding off, 5% of Estimated amountJob92512.092512.01.0FalseNoneNoneFalseNoneFalse92512.00
17199964360000NoneNoneLift Irrigation SchemeSection-2 Civil works 1) Jackwell cum pump house 1.3) Construction of Approach road1729274.34
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3442119122171Nonecode01Clearing 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. (Item no 2.4, MORTH Spec.201, Pg No. 7, Volume 3, CSR-2022)Sqm19.5819.581330.0FalseNoneNoneFalseNoneFalse26041.40
3442120122171Nonecode02Earth 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. (Item no 1.14.1, Pg No. 8, Volume 1, CSR-2022)Cum90.4590.45967.5FalseNoneNoneFalseNoneFalse87510.3750
3442121122171Nonecode03Compacting 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. (Item no 3.7, MORTH Spec.305.3.4, Pg No. 15, Volume 3, CSR-2022)Cum107.79107.79270.0FalseNoneNoneFalseNoneFalse29103.30
3442122122171Nonecode04Construction 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. (Item no 1.8, Pg No. 07, Volume 1, CSR-2022)Cum498.08498.08486.0FalseNoneNoneFalseNoneFalse242066.880
3442123122171Nonecode05Construction 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. (Item no 3.6, MORTH Spec.305, Pg No. 15, Volume 3, CSR-2022)Cum511.71511.71225.0FalseNoneNoneFalseNoneFalse115134.750
3442124122171Nonecode06Construction 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. (Item no 4.2, MORTH Spec.401, Pg No. 19, Volume 3, CSR-2022)Cum2767.932767.93225.0FalseNoneNoneFalseNoneFalse622784.250
3442125122171Nonecode07Providing, 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. (Item no 4.27, MORTH Spec.406, Pg No. 24, Volume 3, CSR-2022)Cum2966.172966.17112.5FalseNoneNoneFalseNoneFalse333694.1250
3442126122171Nonecode08A) Prime Coat over WMM/WBM: (i) 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. (Item no 5.1, MORTH Spec.502, Pg No. 24, Volume 3, CSR-2022)Sqm52.0452.04750.0FalseNoneNoneFalseNoneFalse39030.00
3442127122171Nonecode09i Tack coat on Bituminous surface: Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/Sqm on the prepared bituminous surface cleaned with mechanical broom.(Item no 5.3, MORTH Spec.503, Pg No. 29, Volume 3, CSR-2022)Sqm14.8714.87750.0FalseNoneNoneFalseNoneFalse11152.50
3442128122171Nonecode10Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller, finished to required level and grades. (Item no 5.19, MORTH Spec.510, Pg No. 37, Volume 3, CSR-2022)Sqm177.18177.18750.0FalseNoneNoneFalseNoneFalse132885.00
3442129122171Nonecode11Seal 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. (Item no 5.21, MORTH Spec.511, Pg No. 37, Volume 3, CSR-2022)Sqm65.6765.67750.0FalseNoneNoneFalseNoneFalse49252.50
3442130122171Nonecode12Road 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. (Item no 8.15, MORTH Spec.803, Pg No. 57, Volume 3, CSR-2022)Sqm592.24592.2460.0FalseNoneNoneFalseNoneFalse35534.40
3442131122171Nonecode13A Retro-Reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 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:67:2012. iii ) 75 cm equilateral triangle. (Item no 8.6, MORTH Spec.801, Pg No. 54, Volume 3, CSR-2022)Nos5084.865084.861.0FalseNoneNoneFalseNoneFalse5084.860
17199964360000NoneNoneLift Irrigation SchemeSection-2 Civil works 2) Raising Main 2.1) Construction of Raising main with MS pipe (Stage - I) (1250 Dia MS Pipe, Length-5500 m)283143450.09
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3442132122172Nonecode01Earth 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. (CSR VOL-I 2021-22, P. No. 10, Item No.1.17.1)Cum240.37240.378076.0FalseNoneNoneFalseNoneFalse1941228.120
3442133122172Nonecode02Earth 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. (CSR VOL-I 2021-22, P. No. 10, Item No.1.19.1)Cum423.74423.743462.0FalseNoneNoneFalseNoneFalse1466987.880
3442134122172Nonecode03Earth 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. (CSR VOL-I 2021-22, P. No. 10, Item No.1.21.1)Cum628.17628.173231.0FalseNoneNoneFalseNoneFalse2029617.270
3442135122172Nonecode04Providing 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 (WRD SR VOL-IV 2021 - 22, P. No.61, Item No.4.32)Cum869.78869.781870.0FalseNoneNoneFalseNoneFalse1626488.60
3442136122172Nonecode05Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. (CSR VOL-I 2021-22, P. No. 7, Item No.1.10)Cum151.16151.1614259.989FalseNoneNoneFalseNoneFalse2155539.937240
3442137122172Nonecode06Manufacturing, 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 etc., complete as per specifications and approved drawings with all lead and lifts. Diameter of raising main pipe : ……….mm Thickness of plate :………..mm. Data Rate E-350 GRADE For Raising Main - 1250 mm dia MS Pipe with 8.9 mm thickRmtr48186.4748186.475555.0FalseNoneNoneFalseNoneFalse267675840.850
3442138122172Nonecode07Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (CSR VOL-V 2021-22, P. No. 72, Item No.27.5) PN 2.50 (200 mm Diameter)Each88384.0788384.077.0FalseNoneNoneFalseNoneFalse618688.490
3442139122172Nonecode08Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation.(200 mm diameter air valve with accessories) (CSR VOL-V 2021-22, P. No. 76, Item No.39.5) PN 2.5 (200 mm diameter)Each64281.864281.88.0FalseNoneNoneFalseNoneFalse514254.40
3442140122172Nonecode09Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete. (MI SR VOL-IV, PART-B 2021-22, P. No. 41, Item No.6.22)Sqm3.723.7227500.0FalseNoneNoneFalseNoneFalse102300.00
3442141122172Nonecode10Providing casing embankment using semi-pervious soil available from excavation 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 to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. WRD SR Vol-4 SR 2021-22 Item No.2.37, page 29 )Cum246.56246.567051.208FalseNoneNoneFalseNoneFalse1738545.844480
3442142122172Nonecode11Providing homogeneous embankment using homogeneous approved soil from borrow area 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 to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. WRD SR Vol-4 SR 2021-22 Item No.2.38, page no. 29)Cum568.7568.75756.917FalseNoneNoneFalseNoneFalse3273958.69790
17199964360000NoneNoneLift Irrigation SchemeSection-2 Civil works 2) Raising Main2.2) Construction of Hard passage for Raising main1049763.03
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3442143122173Nonecode01Earth 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) (SR Item No.1.14.1, page 8 of Common SR for Vol-1 for 2021-22)Cum90.4590.45108.0FalseNoneNoneFalseNoneFalse9768.60
3442144122173Nonecode02Earth 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 ordinary/soft rock without blasting) (SR Item No.1.15.1, page 8 of Common SR for Vol-1 for 2021-22)Cum337.01337.01146.0FalseNoneNoneFalseNoneFalse49203.460
3442145122173Nonecode03Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). (SR Item No.2.1.3, page 15 of Common SR for Vol-1 for 2021-22)Cum7225.487225.4814.61FalseNoneNoneFalseNoneFalse105564.26280
3442146122173Nonecode04Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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.2.4.2, page 17 of Common SR for Vol-1 for 2021-22)Cum7764.077764.0715.76FalseNoneNoneFalseNoneFalse122361.74320
3442147122173Nonecode05Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) (SR Item No.2.5.2, page 17 of Common SR for Vol-1 for 2021-22)Cum8047.688047.6819.5FalseNoneNoneFalseNoneFalse156929.760
3442148122173Nonecode06Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) (SR Item No.2.5.1, page 17 of Common SR for Vol-1 for 2021-22)Cum8042.478042.4717.72FalseNoneNoneFalseNoneFalse142512.56840
3442149122173Nonecode07Providing Thermo-Mechanically Treated bars of grade Fe-500 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (SR Item No 4.3, page 52 of WRD Vol-4 for 2021-22)Kg110.65110.652921.28FalseNoneNoneFalseNoneFalse323239.6320
3442150122173Nonecode08Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm using rubble stones and stone chips from approved source including cost of all materials, labour, hand packing, finishing etc., complete with lead upto 50 m and all lifts. (SR Item No.5.52, page 117 of WRD, for 2018-19) .Cum1120.231120.2397.5FalseNoneNoneFalseNoneFalse109222.4250
3442151122173Nonecode09Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications (SR Item No.1.10, page 7 of Common SR for Vol-1 for 2021-22)Cum151.16151.16204.82FalseNoneNoneFalseNoneFalse30960.59120
17199964360000NoneNoneLift Irrigation SchemeSection-2 Civil works 2) Raising Main2.3) Construction of Asphalt road crossing for Raising main1387524.87
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3442152122174Nonecode01Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. (SR Item No 2.19 (MoRT&H Spec 202), page 10 of Vol-3 for 2021-22)Cum522.86522.8614.168FalseNoneNoneFalseNoneFalse7407.880480
3442153122174Nonecode02Earth 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 including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.(In all kinds of soils Depth upto 3 m) (SR Item No.1.14.1, page 8 of Common SR for Vol-1 for 2021-22)Cum90.4590.45126.042FalseNoneNoneFalseNoneFalse11400.49890
3442154122174Nonecode03Earth 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 including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.(In ordinary/soft rock without blasting) (SR Item No.1.15.1, page 8 of Common SR for Vol-1 for 2021-22)Cum337.01337.0133.614FalseNoneNoneFalseNoneFalse11328.254140
3442155122174Nonecode04Earth 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 including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work.(In Hard Rock ( requiring blasting)) (SR Item No.1.16.1, page 9 of Common SR for Vol-1 for 2021-22)Cum519.14519.1422.711FalseNoneNoneFalseNoneFalse11790.188540
3442156122174Nonecode05Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). (SR Item No.2.1.3, page 15 of Common SR for Vol-1 for 2021-22)Cum7225.487225.4834.527FalseNoneNoneFalseNoneFalse249474.147960
3442157122174Nonecode06Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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.2.4.1, page 17 of Common SR for Vol-1 for 2021-22)Cum7649.597649.5918.518FalseNoneNoneFalseNoneFalse141655.107620
3442158122174Nonecode07Providing Thermo-Mechanically Treated bars of grade Fe-500 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (SR Item No 4.3, page 52 of WRD Vol-4 for 2021-22)Kg110.65110.651460.1FalseNoneNoneFalseNoneFalse161560.0650
3442159122174Nonecode08Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.(T050K) RCC NP3 Class pipe of 1600 mm dia. (SR Item No 3.15 (SOR CODE T050O), page 185 of Vol-5 for 2021-22)Cum18696.5118696.5130.0FalseNoneNoneFalseNoneFalse560895.30
3442160122174Nonecode09Providing 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. (VOL-4 WRD SR 2021-22, P.No.61, item No.4.32.)Cum869.78869.7849.62FalseNoneNoneFalseNoneFalse43158.48360
3442161122174Nonecode10Construction 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.B. (v) For Grading -V Material (SR Item No 4.2 (MoRT&H Spec 401), page 19 of Vol-3 for 2021-22)Cum2767.932767.9313.8FalseNoneNoneFalseNoneFalse38197.4340
3442162122174Nonecode11Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.(A) Dense Graded Bituminous Macadam Grading - II for traffic20 MSA (SR Item No 5.12 (MoRT&H Spec 505), page 33 of Vol-3 for 2021-22)Cum11566.0711566.0710.0FalseNoneNoneFalseNoneFalse115660.70
3442163122174Nonecode12Providing, 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. (SR Item No 4.27 (MoRT&H Spec 406), page 24 of Vol-3 for 2021-22)Cum2966.172966.174.0FalseNoneNoneFalseNoneFalse11864.680
3442164122174Nonecode13Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.(A) Dense Graded Bituminous Macadam Grading - II for traffic20 MSA (SR Item No 5.12 (MoRT&H Spec 505), page 33 of Vol-3 for 2021-22)Cum11566.0711566.072.0FalseNoneNoneFalseNoneFalse23132.140
17199964360000NoneNoneLift Irrigation SchemeSection-2 Civil works 2) Raising Main2.4) Construction of Valve Chamber for Raising main8558324.82
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3442165122175Nonecode01Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). (SR Item No.2.1.3, page 15 of Common SR for Vol-1 for 2021-22)Cum7225.487225.4824.15FalseNoneNoneFalseNoneFalse174495.3420
3442166122175Nonecode02Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of elevant 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.2.4.1, page 17 of Common SR for Vol-1 for 2021-22)Cum7649.597649.59476.135FalseNoneNoneFalseNoneFalse3642237.534650
3442167122175Nonecode03Providing Thermo-Mechanically Treated bars of grade Fe-500 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (SR Item No 4.3, page 52 of WRD Vol-4 for 2021-22)Kg110.65110.6542852.164FalseNoneNoneFalseNoneFalse4741591.94660
17199964360000NoneNoneLift Irrigation SchemeSection-2 Civil works 2) Raising Main2.5) Construction of Thrust block of 11.25 degree bending for Raising main1077165.34
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3442168122176Nonecode01Earth 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) (SR Item No.1.14.1, page 8 of Common SR for Vol-1 for 2021-22)Cum90.4590.4533.64FalseNoneNoneFalseNoneFalse3042.7380
3442169122176Nonecode02Earth 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 ordinary/soft rock without blasting) (SR Item No.1.15.1, page 8 of Common SR for Vol-1 for 2021-22)Cum337.01337.0125.24FalseNoneNoneFalseNoneFalse8506.13240
3442170122176Nonecode03Earth 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)) (SR Item No.1.16.1, page 9 of Common SR for Vol-1 for 2021-22)Cum519.14519.1412.6FalseNoneNoneFalseNoneFalse6541.1640
3442171122176Nonecode04Earth 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 Vol-1 for 2021-22)Cum628.17628.174.2FalseNoneNoneFalseNoneFalse2638.3140
3442172122176Nonecode05Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). (SR Item No.2.1.3, page 15 of Common SR for Vol-1 for 2021-22)Cum7225.487225.485.8FalseNoneNoneFalseNoneFalse41907.7840
3442173122176Nonecode06Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) (SR Item No.2.5.1, page 17 of Common SR for Vol-1 for 2021-22)Cum8042.478042.4760.647FalseNoneNoneFalseNoneFalse487751.678090
3442174122176Nonecode07Providing Thermo-Mechanically Treated bars of grade Fe-500 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (SR Item No 4.3, page 52 of WRD Vol-4 for 2021-22)Kg110.65110.654760.755FalseNoneNoneFalseNoneFalse526777.540750
17199964360000NoneNoneLift Irrigation SchemeSection-2 Civil works 2) Raising Main2.6) Construction of Thrust block of 22.50 degree bending for Raising main1426771.42
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3442175122177Nonecode01Earth 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) (SR Item No.1.14.1, page 8 of Common SR for Vol-1 for 2021-22)Cum90.4590.4541.61FalseNoneNoneFalseNoneFalse3763.62450
3442176122177Nonecode02Earth 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 ordinary/soft rock without blasting) (SR Item No.1.15.1, page 8 of Common SR for Vol-1 for 2021-22)Cum337.01337.0131.2FalseNoneNoneFalseNoneFalse10514.7120
3442177122177Nonecode03Earth 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)) (SR Item No.1.16.1, page 9 of Common SR for Vol-1 for 2021-22)Cum519.14519.1415.6FalseNoneNoneFalseNoneFalse8098.5840
3442178122177Nonecode04Earth 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 Vol-1 for 2021-22)Cum628.17628.175.19FalseNoneNoneFalseNoneFalse3260.20230
3442179122177Nonecode05Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). (SR Item No.2.1.3, page 15 of Common SR for Vol-1 for 2021-22)Cum7225.487225.486.12FalseNoneNoneFalseNoneFalse44219.93760
3442180122177Nonecode06Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) (SR Item No.2.5.1, page 17 of Common SR for Vol-1 for 2021-22)Cum8042.478042.4781.114FalseNoneNoneFalseNoneFalse652356.911580
3442181122177Nonecode07Providing Thermo-Mechanically Treated bars of grade Fe-500 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (SR Item No 4.3, page 52 of WRD Vol-4 for 2021-22)Kg110.65110.656367.442FalseNoneNoneFalseNoneFalse704557.45730
17199964360000NoneNoneLift Irrigation SchemeSection-2 Civil works 2) Raising Main2.7) Construction of Thrust block of 45 degree bending for Raising main1142758.68
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3442182122178Nonecode01Earth 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) (SR Item No.1.14.1, page 8 of Common SR for Vol-1 for 2021-22)Cum90.4590.4530.98FalseNoneNoneFalseNoneFalse2802.1410
3442183122178Nonecode02Earth 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 ordinary/soft rock without blasting) (SR Item No.1.15.1, page 8 of Common SR for Vol-1 for 2021-22)Cum337.01337.0123.23FalseNoneNoneFalseNoneFalse7828.74230
3442184122178Nonecode03Earth 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)) (SR Item No.1.16.1, page 9 of Common SR for Vol-1 for 2021-22)Cum519.14519.1411.62FalseNoneNoneFalseNoneFalse6032.40680
3442185122178Nonecode04Earth 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 Vol-1 for 2021-22)Cum628.17628.173.87FalseNoneNoneFalseNoneFalse2431.01790
3442186122178Nonecode05Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). (SR Item No.2.1.3, page 15 of Common SR for Vol-1 for 2021-22)Cum7225.487225.483.52FalseNoneNoneFalseNoneFalse25433.68960
3442187122178Nonecode06Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) (SR Item No.2.5.1, page 17 of Common SR for Vol-1 for 2021-22)Cum8042.478042.4765.65FalseNoneNoneFalseNoneFalse527988.15550
3442188122178Nonecode07Providing Thermo-Mechanically Treated bars of grade Fe-500 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (SR Item No 4.3, page 52 of WRD Vol-4 for 2021-22)Kg110.65110.655153.57FalseNoneNoneFalseNoneFalse570242.52050
17199964360000NoneNoneLift Irrigation SchemeSection-3 Operation and Maintenance19344087.75
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3442189122179Nonecode01Operation & Maintenance for the scheme for 5 yearsPer Year3868817.553868817.555.0FalseNoneNoneFalseNoneFalse19344087.750
17199964360000NoneNoneLift Irrigation SchemeSection-4 Survey, Investigation, and Detailed Engineering4758994.28
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3442190122180Nonecode1Add 0.50% for Survey, Investigation, and Detailed Engineering of lift Scheme consisting of Electro-Mechanical, Electrical Works, Intake canal, Jackwell Cum Pump House, Raising Main including structures and other miscellaneous works.Job4758994.284758994.281.0FalseNoneNoneFalseNoneFalse4758994.280
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17199964380001NoneNoneELIGIBILITYTenders from Joint ventures are acceptable.None
17199964380000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17199964380001NoneNoneELIGIBILITYIt shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of KPP portal on or before the last date and time of bid submission.None
17199964380000NoneNoneELIGIBILITYIt 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
17199964380000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17199964750001NoneNoneELIGIBILITYThe bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of KPP portal due to internet connectivity issues and technical glitches at bidders end.None
17199967690001NoneNoneELIGIBILITYThe following (Sl.No. 8,9 & 10 ) certificates/documents shall be scanned and attached to e-procurement tender along with bid. Each of the documents uploaded to the KPP-portal, should be self-attested by the contractor or an authorized representative in case of firm/company.None
17199969340002NoneNoneELIGIBILITYCover - 1 (Technical bid) shall contain the required following details (documents shall be scanned and attached to e-procurement) 1)A copy of the valid Karnataka PWD Class-1 Registration Certificate 2)Copy of Valid Employees Provident Fund Registration Certificate and with latest Paid challan 3)Income Tax PAN card and Income Tax returns filed for the Financial year 2023-24 (Assessment year 2024-25) 4)The intending bidder/firm/company should furnish list of Man power, machinery available with them for taking up the work 5)Technical details containing document with preliminary designs, working methodology in support of their bid as per the bidding document 6)The joint venture (JV) of the individual bidders shall be formed prior to the bidding and necessary agreement for having joint venture before bidding should be uploaded 7)The individual bidders of joint venture should be Karnataka PWD Class I Contractor registered separately. A copy of valid Karnataka PWD Class I registration certificate of individual bidders of joint venture should be uploaded. The lead partner should have at least 51% partnership 8)The contractor should furnish the name of the individual/firm with address & telephone no. with place of registration, year of incorporation etc. 9)The details in support of pre qualification criteria as mentioned below Cover - 1 (Technical bid) shall contain the required details in support of pre qualification criteria as mentioned below (documents shall be scanned and attached to e-procurement) 10)The intending bidder as an Individual bidder shall submit bids duly having Tie up with pump manufacturer. The bidder shall upload an agreement with only one pump manufacture on Rs 200-00 stamp paper in the prescribed format as under section 2 of instruction to bidder. The Tie up is to be formed prior to the bidding: Multiple tie ups not allowed. In case of Joint venture bidder: the intending joint venture bidders shall submit bids duly having Tie up with pump manufacturer. The Tie-up is to be formed prior to the bidding. The Joint venture bidder shall upload an agreement with only one pump manufacture on Rs 200-00 stamp paper in the prescribed format as under section 2 of instruction to bidder. Multiple tie ups are not allowed. The lead partner should have at least 51 percent partnership.None
17199973130003NoneNoneELIGIBILITYCover - 1 (Technical bid) shall contain the required details in support of prequalification criteria as mentioned below (documents shall be scanned and attached to KPP portal) 11)The pre-qualification criteria can be satisfied by individual and should have achieved at least 25% of prescribed annual turnover (Qualification criteria), in any of the 2 financial years during the last 5 years (i.e 2019-20 to 2023-24). Audited Profit and Loss account statement certified by a practicing Chartered Accountant bearing the UDI number along with copy of income Tax returns filed for the years indicated above should be furnished. Charted Accountants certificate without UDIN (Unique Document Identification number) will not be considered.12)To qualify for award of this contract, each tenderer in his / her name should have achieved. in the last five years (2019-20 to 2023-24) should have satisfactorily completed (at least 90% of contract value of ongoing works) as a prime contractor, at least One Lift Irrigation scheme/Water Supply Scheme of value not less than Rs. 48.79 Crores (usually not less than 50% of the amount put to tender under this contract). Work done certificate issued by an officer not below the rank of Executive Engineer of the concerned Division and Countersigned by the Superintending Engineer 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% per year to bring it to the price level of financial year in which tenders are invited. In case of Joint venture bidder: One of the JV partner must meet the requirement.13)The annual turnover from all classes of civil engineering works should be costing not less than Rs. 130.12 Crores, in any of the two financial years during the last five years. Audited profit and loss account certified by a practicing Chartered Accountant along with the copy of income tax returns filed for the years indicated above should be furnished. Duly mentioning UDIN on Turnover certificate (from CA). (The annual turnover of previous year shall be updated to the year of tender invitation at 10% per annum). In case of JV all the partners combined satisfy the annual turnover. However the lead partner should have at least 51% of the Turnover in any of the Two years during the last five years.14)Liquid asset and/or availability of credit facilities of not less than Rs. 24.40 Crores (Unconditional credit lines/letters of credits/certificates from nationalized banks) for meeting the fund requirement etc. The contractor should upload necessary documents issued by the nationalized banks as per prescribed format enclosed as Annexure XIV. 15) The intending Bidder (Individual/JV)/Tie-up partner should have supplied and successfully commissioned at least 3 numbers of VT pumps with a capacity (flow rate) not less than 0.80 cumecs for each pump with a head not less than 100.0 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 16)The intending bidder (Individual/JV) should have supplied, erected, tested, completed and commissioned MS pipes of not less than 1000 mm diameter for a length of not less than 3.70 Km in any one year during 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 uploadedNone
17199974080001NoneNoneELIGIBILITYCover - 1 (Technical bid) shall contain the required details in support of prequalification criteria as mentioned below (documents shall be scanned and attached to KPP portal) 17) The intending Bidder (Individual/JV)/Tie up partner should have executed in any one year, the following minimum quantities of work (usually 80% of the peak annual rate of construction) during the last 5 years (ie. 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. 1) Earthwork Excavation 29759.00 Cum, 2) Reinforced Cement Concrete (M15 Grade and above) 2033.00 Cum 3) Reinforcement steel bars for RCC works- 249.00 MT.18) Availability by owning at least 50% of the required / specified key and critical equipment for this work and (b) the remaining 50% can be deployed on lease / hire basis for all the works provided, the relevant documents (commitment agreements etc.) for availability for this work are furnished. The following key and critical equipment for the work. Modified as per G.O.No. FD 4 PCL 2008 dated 14/10/2008 1)Tippers (20/25t) 2)Tippers (5.0 m3) 3)Excavators (1.5 m3) 4)JCB 5)Compressors(500cfm/600cfm) 6)DG set (250 KVA) 7)Shotcrete machine (30m3/HR) 8)Transit mixer (6.0m3) 9)Batching plant (30m3/hr) (As per tender notification) 20)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 calculated as under Assessed available tender capacity (AxNx1.5 - B) Where A : Maximum value of civil engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress. N : Number of years prescribed for completion of the works for which tenders are invited B :Value at 2024-25 price level of existing commitments and on-going works to be completed during the next 1.50 years (period of completion of the works for which Tenders are invited) If a bidder participates in more than one bid and technically qualifies and subsequently becomes lowest in more number of bids than his/her bid capacity, then the tenderer can give his option to select the works based on his/her preference equivalent to his bid capacity. Further for the balance bids next lowest bidders will be eligible to accept at lowest bidders rates equivalent to their bid capacity provided if the competent authority accepts it. In case first lowest bidder doesnt come forward to conclude agreement and execute the work within the stipulated period the next lowest bidders will be offered to execute at the first lowest bidders rate if the competent authority desires it. Note: 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 the Employer in charge, not below the rank of an Executive Engineer or equivaleNone
17199974150000NoneNoneELIGIBILITYThe 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 siteNone
17199974210000NoneNoneELIGIBILITYCover I (Technical bid) will be opened in the office of the Executive Engineer Karnataka Neeravari Nigam KNNL GRBCC Division No.4 Chikodi, Belagavi District in presence of the bidders who wish to participate.None
17199974260000NoneNoneELIGIBILITYCover II (Financial bid) of the successful bidders who qualified in the technical bid will be opened after approval to the technical bid from the competent authority, by Executive Engineer, Karnataka Neeravari Nigam KNNL GRBCC Division No.4 Chikodi, Belagavi DistrictNone
17199974300000NoneNoneELIGIBILITYThe necessary certificates/documents in support of prequalification criteria fulfilled as stipulated shall be scanned and attached to e-tender document. Scanned signature of the bidder / authorized representatives of the bidder shall be attached while uploading the bid document.None
17199974340001NoneNoneELIGIBILITYBids submitted by all bidders in the process of bid evaluation will be opened even if, the bidder withdraws from the bidding process by not submitting the original documents for verification or for any other reasons and the prices quoted by them will be looked into the ascertain if there is collusion amongst the bidders to determine the competitiveness of the L1 price quoted by other bidders, as per the decision by the KNNL BoardNone
17199974440000NoneNoneELIGIBILITYThe bidder should only submit / upload in KPP portal platform genuine certificates / documents, etc., that are as obtained from competent / concerned authorities against each required eligible criteria. Any of the submitted / uploaded certificates / documents etc., found to be fake after verification from issuing authority, then his / her EMD will be forfeited, besides proposed for making such bidders for blacklistingNone
17199974800000NoneNoneELIGIBILITYThe financial bid documents for the above work comprises of financial bid to indicate the amount offered by the Bidder/ Firm/ company for completion of the work on Lumsum Turn Key basis based on scope of work, schedule A and schedule B of the contract formNone
17199974870000NoneNoneELIGIBILITYThe Bidder / Firm / Company / shall ensure credit of tender processing fee and EMD in to the respective receiving bank accounts of KPP on or before the last date of bid submissionNone
17199974920000NoneNoneELIGIBILITYThe Bidder / Firm / Company is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of KPP portal due to Internet connectivity issues and technical glitchesNone
17199974990000NoneNoneELIGIBILITYThe bid shall be technically evaluated based on the specifications indicated in Contract Data and Scope of work in bid documentNone
17199975030000NoneNoneELIGIBILITYDuring 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
17199975090000NoneNoneELIGIBILITYThe royalty charges will be recovered as per the govt. Orders issued from time to time.None
17199975140000NoneNoneELIGIBILITYThe contractor whose tender is accepted shall execute the agreement within 15 days from the written intimation of acceptance of tender. Additional 30 days time may be allowed with a penalty of 0.50% of contract valueNone
17199975190000NoneNoneELIGIBILITYThe bidder should enclose the detailed methodology of execution of the scheme as per the scope of work.None
17199975250000NoneNoneELIGIBILITYThe Contractor is responsible for any damages due to natural calamity the Government or Nigam will not give any compensation for.None
17199975290000NoneNoneELIGIBILITYThe Bidder shall be responsible for successful performance of the contract.None
17199975360000NoneNoneELIGIBILITYFor 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% of the length 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 workNone
17199975420000NoneNoneELIGIBILITYThe Bidder to participate in the tender under single bid basis only. Any violation will attract disqualification of the bid.None
17199975470000NoneNoneELIGIBILITYIf any of the dates mentioned above happen to be a general holiday, the next working day holds goodNone
17199975510000NoneNoneELIGIBILITYThe contractor/authorized signatory should attach his/her scanned signature to the schedule-B before uploading and also submitting their tendersNone
17199975580000NoneNoneELIGIBILITYConditional tenders are liable to be rejected. The officer competent to accept the tender shall have the right reject any or all the tenders without assigning any reason whatsoeverNone
17199975630000NoneNoneELIGIBILITYCorrigendum will be published in the web site of all modifications / corrections if anyNone
17199975710000NoneNoneELIGIBILITYThe 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 entertainedNone
17199975780000NoneNoneELIGIBILITYIf 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% of the updated cost put to tender. In case of contractor quoting above 125% of updated cost put to tender, then the over and above 125% 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 withheld amount in the later case will be released only after entire work contracted is fully completed and so certified by the Executive Engineer. (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
17199975850000NoneNoneELIGIBILITYThey 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 1996None
17199975890000NoneNoneELIGIBILITYThe Bidder 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 dateNone
17199975940000NoneNoneELIGIBILITYIn case death of a contractor after execution of the agreement/ commencement of the work , his legal heir if any eligible registered contractor & willing can execute at complete the work at the accepted tender rates irrespective of the cost of the workNone
17199975980000NoneNoneELIGIBILITYAnnual financial turn over and cost of completed works of previous years shall be given weightage of 10% per year based on the rupee value to bring them to 2024-25 price level.None
17199976030000NoneNoneELIGIBILITYThe 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 worksNone
17199976090000NoneNoneELIGIBILITYThe evaluation of the technical bid will be done based on the information provided by the contractor in KPP portal as per his documents, duly verified if necessitatesNone
17199976150000NoneNoneELIGIBILITYThe contractor or his authorized representative shall visit the site along with the officer calling tender or his representatives during the office hours. The authorized representative from contractor shall carry authorization letter duly attested by contractor. The contractor may upload minimum 3 photos of Geo tagging having the indication of site visit along with the officer calling tender or his representativeNone
17199976210000NoneNoneELIGIBILITYThe necessary certificates / documents in support of eligibility criteria to be fulfilled as stipulated shall be scanned and attached to e- tender document. The scanned copy (preferably in PDF form) of the required pre-qualification documents should be uploaded to the tender and the self-attested copies of the document of all details uploaded to the KPP portal & original documents should be produced, for verification on the date of opening of Technical Bid. If failed, the tender will be treated as non-responsive bid and will be rejected.None
17199976260000NoneNoneELIGIBILITYScanned signature of the Bidder/ Firm/ Company authorized representative shall be attached while uploading the bid documentNone
17199976300000NoneNoneELIGIBILITYThe Tender processing charges paid by the Bidder/ Firm/ Company are not refundable even if the tenders are cancelled.None
17199976350000NoneNoneELIGIBILITYIncomplete tender documents will be rejectedNone
17199976390000NoneNoneELIGIBILITYAll materials like steel, cement etc., required for the successful completion of the above work should be procured by the contractor only. No supply of any materials shall be made by KNNL.None
17199976460000NoneNoneELIGIBILITYThe Bidder/ Firm/ Company shall send the authorization letter for their representatives duly attesting their signatureNone
17199976510000NoneNoneELIGIBILITYDefect Liability period should be for a period of 2 years after commissioning and Operation & Maintenances period should be for a period of 5 years after successful completion of Defect Liability Period.None
17199976550000NoneNoneELIGIBILITYThe Bidder/ Firm/ Company should adhere to the accepted execution plan submitted by him under any circumstances without linking to the pending payment of the work & also Land acquisition Problems if anyNone
17199976590000NoneNoneELIGIBILITYTypographical errors, if any, will not be the ground for any claims by the Bidder/ Firm/ Company.None
17199976640000NoneNoneELIGIBILITYThe Bidder / Firm / Company should furnish the name of the individual / firm / company with address &telphone No. with place of registration, year of incorporation etc.None
17199976700000NoneNoneELIGIBILITYThe detailed tender notification can be obtained from the web site www.kppp.karnataka.gov.in and linking to e-tender or from the office of the under signed.None
17199976750000NoneNoneELIGIBILITYFurther information can be had from the Office of the Executive Engineer, KNNL GRBCC DIVISION NO-4, Chikkodi, Belagavi District during office hoursNone
17199976800000NoneNoneELIGIBILITYDetailed design calculations and drawings for all components of works shall be furnished progressively by the Bidder on award of the contract and get it accepted by the competent authority at right time as programme furnished, delay in proper submission of detailed design and drawings as per the standards and need for recourse to invite modified design which may result in delay will be attributable to the contractor and will attract such action. As may be deemed fit as per condition of contractNone
17199976850000NoneNoneELIGIBILITYAll materials like steel, cement, blasting materials should be procured by the contractor only. The power supply (electricity) should be arranged and procured by the contractor on his own risk and cost.None
17199976920000NoneNoneELIGIBILITYFirst Aid facilities at each site shall be made available by the agency at his cost.None
17199976960000NoneNoneELIGIBILITYThe Agency should provide gum boots, helmets, hand gloves, safety belts and other safety equipments for all the workers and staff at work site.None
17199977020000NoneNoneELIGIBILITYEven though the agency/firm meets the qualifying criteria, they are subjected to disqualification if they have made misleading or false representations in the forms, statements and attachments submitted in proof of the qualification requirements and incomplete filling of details in the prequalification document and or record of poor performance such as abandoning the works, not properly completing the contract, inordinate delays in completion, litigation, history of financial failures etc.,None
17199977110000NoneNoneELIGIBILITYKarnataka Neeravari Nigam Ltd., Reserves the right to verify the correctness of the statements and documents furnished and inspect the jobs executed by the agency/ firm, if found necessaryNone
17199977160000NoneNoneELIGIBILITYOther terms and conditions as per Bid document & Tender Notification ConditionsNone
17199977240000NoneNoneELIGIBILITYCORRUPT OR FRAUDULENT PRACTICES The employer requires that the bidder observe the highest standard of ethics during the evaluation and execution of such contracts. In pursuance of this policy the employer a)Defines for the purposes of this provision, the terms set forth below as follows i) Corrupt practice means the offering giving, receiving or soliciting of anything of value to influence the action of a public official in the evaluation process or in contract execution and ii)fraudulent practice means a misrepresentation of facts in order to influence an evaluation process or the execution of contract to the detriment of the employer and includes collusive practice among bidders (prior to or after bid submission) designed to establish bid prices at the artificial non competitive levels and to deprive the employer of the benefits of free and open competition. b) Will reject a proposal for award if it determines that the bidder recommended for award has engaged in corrupt or fraudulent practices in competing for the contract in question. c)Will declare a firm ineligible either indefinitely or for a stated period of time to be awarded a contract if it at any time determines that the firm has engaged in corrupt or fraudulent practices in competing for or in executing a contracNone
17199977300000NoneNoneELIGIBILITYThe 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.None
17199977360000NoneNoneELIGIBILITYThe work proposed as per the scope of work is off-taking from the Krishna River on upstream of Kallol Barrage. If any additions/alteration involved for during execution, it is the responsibility of the agency to deliver the goods as per contemplated scope of the work without causing any damages to existing infrastructure. If any damages occur during execution, shall be restored to the original condition.None
17199977420000NoneNoneELIGIBILITYAll Contractors must obtain Employee Compensation Act (ECA) policy for the workers engaged under the works. And this office will not be having any liabilities under the said Act provisions.None
17199977480000NoneNoneELIGIBILITYThe 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 employerNone
17199977530000NoneNoneELIGIBILITYAll 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 KNNLNone
17199977580000NoneNoneELIGIBILITYThe intending bidder should note that if they happen to be lowest bidder and awarded with the work, during the current financial year i.e. 2024-25, they should start only the Jack well work. Only after 50% completion of the Jack well work, the remaining works should be started by the agency.None
17199977650000NoneNoneELIGIBILITYThe 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 anyNone
17199977690000NoneNoneELIGIBILITYThe bidder should enclose the detailed methodology of execution of the scheme as per the scope of work.None
17199977740000NoneNoneELIGIBILITYThe bidder required to submit the breakup of price in support to this quote. In the absence of such information, the cost of individual component shall be worked out in proportion to the estimate.None
17199978400000NoneNoneELIGIBILITYThe amount put to tender is Inclusive of GST(as per Finance Department circular No FD 732 expenditure12 2023 dtd 27-11-2023). The contractor shall quote the rates Including GST.None
17199978590000NoneNoneELIGIBILITYNo interest will be paid by Karnataka Neeravari Nigam Limited on the Earnest Money depositedNone
17199978650000NoneNoneELIGIBILITYThe currency period of the tender shall be 180 days from the date of opening the tender/tenders. EMD is valid from 45 days beyond the validity of the tender. If delay in deciding the tender is inevitable, the consent of the tenderer agreeing to keep open his offer for a minimum further period should be obtained in advance. The minimum further period for which the tenderer is required to keep his offer open should invariably be specified before his consent is obtained.None
17199978720000NoneNoneELIGIBILITYQuoted amount is exclusive of all deposits and supervision charges of KPTCL/ESCOMS and Land Acquisition cost. The amount will be paid by the NigamNone
17199978780000NoneNoneELIGIBILITYThe number of JVs shall not exceed 3None
17199978820000NoneNoneELIGIBILITYBids not satisfying minimum duty point parameters, efficiency parameters of pumps and motors and velocity parameters as specified in bid document shall be rejectedNone
17199978860000NoneNoneELIGIBILITYThe pump manufacturer shall not enter into Tie-up with more than one bidder.None
17199979020000NoneNoneELIGIBILITYThe intending bidders should note that, if any of the land either in part/parts or in whole required from the work is not yet acquired by the Nigama, it shall be the responsibility of the bidder to take possession of the such land and start the work by consent of the land owners before commencement of work at no extra cost to the nigama and no claim what so ever relating to non-availability of land would be entertained. Further, Nigam shall co-operate in getting the required for the work by inisiating LAQ proposal as per Land Aquisision Act. Any delay in obtaining consent of the land owners shall not be considered for any additional compensation. In case of any obstruction from the land owner during the construction period or during the maintenance period, the contractor has to make his own arrangements to get the dispute settled and to bear the extra cost, if any, on that account.None
17199979070000NoneNoneELIGIBILITYIn case of JV all the partner are jointly and severally responsible for successful performance of the contractNone
17199979120000NoneNoneELIGIBILITYOne of the partners of JV (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 JVNone
17199979320000NoneNoneELIGIBILITYTime allowed for completion of the work from the date of Agreement to the contractor is 18 (Eighteen) months including monsoon period.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneIncome Tax PAN card and Income Tax returns filed for the Financial year 2023-24 (Assessment year 2024-25)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneTechnical details containing document with preliminary designs, working methodology in support of their bid as per the bidding document vide Para 04 of IFBPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Preliminary designs, working methodology in support of their bid as per the bidding document vide Para 04 of IFB
NoneNoneNoneNoneThe joint venture (JV) of the individual bidders shall be formed prior to the bidding and necessary agreement for having joint venture before bidding should be uploadedPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- bidding and necessary agreement for having joint venture before bidding should be uploaded
NoneNoneNoneNoneThe contractor should furnish the name of the individual/firm with address & telephone no. with place of registration, year of incorporation etcPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- The contractor should furnish the name of the individual/firm with address & telephone no. with place of registration, year of incorporation etc
NoneNoneNoneNoneTo qualify for award of this contract, each tenderer in his / her name should have achieved. in the last five years (2019-20 to 2023-24) should have satisfactorily completed (at least 90% of contract value of ongoing works) as a prime contractor, at least One Lift Irrigation scheme/Water Supply Scheme of value not less than Rs. 48.79 Crores (usually not less than 50% of the amount put to tender under this contract). Work done certificate issued by an officer not below the rank of Executive Engineer of the concerned Division and Countersigned by the Superintending Engineer 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% per year to bring it to the price level of financial year in which tenders are invited. In case of Joint venture bidder: One of the JV partner must meet the requirementPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneThe annual turnover from all classes of civil engineering works should be costing not less than Rs. 130.12 Crores, in any of the two financial years during the last five years. Audited profit and loss account certified by a practicing Chartered Accountant along with the copy of income tax returns filed for the years indicated above should be furnished. Duly mentioning UDIN on Turnover certificate (from CA). (The annual turnover of previous year shall be updated to the year of tender invitation at 10% per annum). In case of JV all the partners combined satisfy the annual turnover. However the lead partner should have at least 51% of the Turnover in any of the Two years during the last five years.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneA copy of the valid Karnataka PWD Class-1 Registration CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneCopy of Valid Employees Provident Fund Registration Certificate and with latest Paid challanCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneValid EPF Certificate
NoneNoneNoneNoneValid GST Registration Certificate and the Authorized person should be enclosed specimen signatureCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneGST Registration
NoneNoneNoneNoneThe intending bidder/firm/company should furnish list of Man power, machinery available with them for taking up the workCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- The intending bidder/firm/company should furnish list of Man power, machinery available with them for taking up the work
NoneNoneNoneNoneThe individual bidders of joint venture should be Karnataka PWD Class I Contractor registered separately. A copy of valid Karnataka PWD Class I registration certificate of individual bidders of joint venture should be uploaded. The lead partner should have at least 51% partnershipCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneThe intending bidder as an Individual bidder shall submit bids duly having Tie up with pump manufacturer. The bidder shall upload an agreement with only one pump manufacture on Rs 200-00 stamp paper in the prescribed format as under section 2 of instruction to bidder. The Tie up is to be formed prior to the bidding: Multiple tie ups not allowed. In case of Joint venture bidder: the intending joint venture bidders shall submit bids duly having Tie up with pump manufacturer. The Tie-up is to be formed prior to the bidding. The Joint venture bidder shall upload an agreement with only one pump manufacture on Rs 200-00 stamp paper in the prescribed format as under section 2 of instruction to bidder. Multiple tie ups are not allowed. The lead partner should have at least 51 percent partnershipCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Tie up with pump manufacturer
NoneNoneNoneNoneLiquid asset and/or availability of credit facilities of not less than Rs. 24.40 Crores (Unconditional credit lines/letters of credits/certificates from nationalized banks) for meeting the fund requirement etc. The contractor should upload necessary documents issued by the nationalized banks as per prescribed format enclosed as Annexure XIVCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneThe intending Bidder (Individual/JV)/Tie-up partner should have supplied and successfully commissioned at least 3 numbers of VT pumps with a capacity (flow rate) not less than 0.80 cumecs for each pump with a head not less than 100.0 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 uploadedCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- 3nos of VT pumps with a capacity 0.80 cumecs/pump with a head 100.0 mtrs
NoneNoneNoneNoneThe intending bidder (Individual/JV) should have supplied, erected, tested, completed and commissioned MS pipes of not less than 1000 mm diameter for a length of not less than 3.70 Km in any one year during 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 uploadedCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneThe intending Bidder (Individual/JV)/Tie up partner should have executed in any one year, the following minimum quantities of work (usually 80% of the peak annual rate of construction) during the last 5 years (ie. 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. 1) Earthwork Excavation 29759.00 Cum, 2) Reinforced Cement Concrete (M15 Grade and above) 2033.00 Cum 3) Reinforcement steel bars for RCC works- 249.00 MT.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneAvailability by owning at least 50% of the required / specified key and critical equipment for this work and (b) the remaining 50% can be deployed on lease / hire basis for all the works provided, the relevant documents (commitment agreements etc.) for availability for this work are furnished. The following key and critical equipment for the work. Modified as per G.O.No. FD 4 PCL 2008 dated 14/10/2008 1)Tippers (20/25t) (Own-3,Hire-2) 2)Tippers (5.0 m3) (Own-3,Hire-2) 3)Excavators (1.5 m3) (Own-2,Hire-1) 4)JCB (Own-1,Hire-1) 5)Compressors(500cfm/600cfm) (Own-1,Hire-1) 6)DG set (250 KVA) (Own-1,Hire-1) 7)Shotcrete machine (30m3/HR) (Own-1,Hire-1) 8)Transit mixer (6.0m3) (Own-3,Hire-2) 9)Batching plant (30m3/hr) (As per tender notification) (Hire-1)Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Machineries
NoneNoneNoneNoneTenderers 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 calculated as under Assessed available tender capacity (AxNx1.5 - B) Where A : Maximum value of civil engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress. N : Number of years prescribed for completion of the works for which tenders are invited B :Value at 2024-25 price level of existing commitments and on-going works to be completed during the next 1.50 years (period of completion of the works for which Tenders are invited) If a bidder participates in more than one bid and technically qualifies and subsequently becomes lowest in more number of bids than his/her bid capacity, then the tenderer can give his option to select the works based on his/her preference equivalent to his bid capacity. Further for the balance bids next lowest bidders will be eligible to accept at lowest bidders rates equivalent to their bid capacity provided if the competent authority accepts it.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- bid capacity
NoneNoneNoneNoneThe pre-qualification criteria can be satisfied by individual and should have achieved at least 25% of prescribed annual turnover (Qualification criteria), in any of the 2 financial years during the last 5 years (i.e 2019-20 to 2023-24). Audited Profit and Loss account statement certified by a practicing Chartered Accountant bearing the UDI number along with copy of income Tax returns filed for the years indicated above should be furnished. Charted Accountants certificate without UDIN (Unique Document Identification number) will not be consideredFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
A copy of the valid KNNL Category I Registration CertificateTrueTechnical Bid
Copy of Valid Employees Provident Fund Registration Certificate and with latest Paid challenTrueTechnical Bid
Valid GST Registration Certificate and the Authorized person should be enclosed specimen signatureTrueTechnical Bid
Income Tax PAN card and Income Tax returns filed for the Financial year 2023-24 Assessment year 2024-25TrueTechnical Bid
The intending bidder/firm/company should furnish list of Man power, machinery available with them for taking up the workTrueTechnical Bid
Technical details containing document with preliminary designs, working methodology in support of their bid as per the bidding document vide Para 04 of IFBTrueTechnical Bid
The joint venture JV of the individual bidders shall be formed prior to the bidding and necessary agreement for having joint venture before bidding should be uploadedTrueTechnical Bid
The individual bidders of joint venture should be Karnataka PWD Class I Contractor registered separately. A copy of valid Karnataka PWD Class I registration certificate of individual bidders of joint venture should be uploaded. The lead partner should have at least 51percent partnershipTrueTechnical Bid
The contractor should furnish the name of the individual/firm with address & telephone no. with place of registration, year of incorporation etcTrueTechnical Bid
The intending bidder as an Individual bidder shall submit bids duly having Tie up with pump manufacturer. The bidder shall upload an agreement with only one pump manufacture on Rs200 stamp paper in the prescribed format as under sec 2 of instruction to bidder.TrueTechnical Bid
The pre qualification criteria can be satisfied by individual and should have achieved at least 25percent of prescribed annual turnover Qualification criteria in any of the 2 financial years during the last 5 years i.e 2019-20 to 2023-24. Audited Profit and Loss account statement certified by a practicing Chartered Accountant bearing the UDI number along with copy of income Tax returns filed for the years indicated above should be furnished.TrueTechnical Bid
as a prime contractor, at least One Lift Irrigation scheme/Water Supply Scheme of value not less than Rs. 48.79 Crores usually not less than 50pecentage of the amount put to tender under this contract.TrueTechnical Bid
The annual turnover from all classes of civil engineering works should be costing not less than Rs. 130.12 Crores, in any of the two financial years during the last five years. Audited profit and loss account certified by a practicing Chartered Accountant along with the copy of income tax returns filed for the years indicated above should be furnished.TrueTechnical Bid
Liquid asset and or availability of credit facilities of not less than Rs. 24.40 CroresTrueTechnical Bid
At least 3 numbers of VT pumps with a capacity not less than 0.80 cumecs for each pump with a head not less than 100.0 mtrs for each pump during the last 5 yearsTrueTechnical Bid
Individual JV should have supplied, erected, tested, completed and commissioned MS pipes of not less than 1000 mm diameter for a length of not less than 3.70 Km in any one year during last 5 yearsTrueTechnical Bid
Individual/JV /Tie up partner should have executed in any one year, minimum quantities of work during the last 5 years. Earthwork Excavation 29759.00 Cum, Reinforced Cement Concrete M15 Grade and above, 2033.00 Cum, Reinforcement steel bars for RCC works 249.00 MTTrueTechnical Bid
Availability by owning at least 50 percent of the required / specified key and critical equipment for this work and the remaining 50percent can be deployed on lease / hire basis for all the works provided, the relevant documentsTrueTechnical 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 calculated as under Assessed available tender capacity AxNx1.5 - BTrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
Lift Irrigation SchemeBelagaviChikodiChikkodiNoneThe proposed Karagaon Lift Irrigation scheme is in Chikodi taluka of Belagavi district.163424743824
tenderAddress
createdTs1720095306000
version0
createdDateNone
modifiedDateNone
blockNumberoffice of the Managing Director, KNNL, 4th Floor. Coffee Board Building, Dr. B.R. AmbedkarVeedhi, Bengaluru- 560001
streetNone
cityBangalore
stateKarnataka
pin560001
tenderRecallDTONone