createdTs	None
version	None
createdDate	None
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noticeInvitingTenderDTO	createdTs 1707826089153 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 4200.00 emd 252000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 28-02-2024 16:00:00 tenderQueryClose 26-02-2024 11:00:00 technicalBidOpen 29-02-2024 16:30:00 publishedDate 19-02-2024 11:06:06 publishedByPost PWD_EE_DIV_RCR publishedByUser KPE15695 - K SHANKAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 17-02-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Chandrashekar TA splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08532225778 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1707826089184 version 5 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT7350 title Construction of cc road,drain and erecting electrical poles at ward no 14 sindhanur cmc limit sindhanurRCH2320243174 description Construction of cc road,drain and erecting electrical poles at ward no 14 sindhanur cmc limit sindhanur talukRCH2320243174 category WORKS categoryText Works ecv 16797381.65 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1695 locationName PWD Division Office Raichuru provisionalAmount 20000000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/KKRDB/2023-24/27
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1707826089000 1 None None Roads Construction of cc road,drain and erecting electrical poles at ward no 14 sindhanur cmc limit sindhanur taluk 16759368.3 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2578914 79680 None PWD Common Volume 3 SR S.No.3.7 P.No.17 for 2023-2 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. Cum 110.25 110.25 1192.21 False None None False None False 131441.1525 0 2578915 79680 None PWD Common SR Volume 3 S.No.3.6 P.No.17 for 2023-2 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 Cum 517.65 517.65 1454.71 False None None False None False 753030.6315 0 2578916 79680 None PWD Common SR Volume 3 S.No.4.1 .A.(v) P.No.24 for Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading -V Material " Cum 2611.35 2611.35 782.25 False None None False None False 2042728.5375 0 2578917 79680 None PWD Common Volume 3 SR S.No.4.17 P.No.26 for 2023- 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 Cum 2686.95 2686.95 754.75 False None None False None False 2027975.5125 0 2578918 79680 None PWD Common SR Volume 3S.No.16.28 P.No.149 fr 23-24 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work Cum 6692.7 6692.7 1115.89 False None None False None False 7468317.003 0 2578919 79680 None PWD Common SR Volume 3 S.No.2.19 202 P.No.12 for Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical meansusing pneumatic tools, breaking to pieces not exceeding 0.02 min volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately " Cum 591.15 591.15 156.0 False None None False None False 92219.4 0 2578920 79680 None PWD Common SR Volume 1 S.No.1.17.1 P.No.09 for 20 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. 1.17.1 All kinds of soils. Depth upto Cum 275.1 275.1 820.8 False None None False None False 225802.08 0 2578921 79680 None PWD Common SR Volume 5 S.No.9.1.4 P.No.95 for 202 9.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 9.1.4 HDPE Grade PE80-PN6.0,110mm dia m " m 492.45 492.45 510.0 False None None False None False 251149.5 0 2578922 79680 None PWD Common SR Volume 1 S.No.1.14.1 P.No.8 for 202 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 work. In all kinds of soils Depth upto 3 m" Cum 107.1 107.1 687.6 False None None False None False 73641.96 0 2578923 79680 None PWD Common SR Volume 1 S.No.2.1.2 P.No.15 for 202 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications" Cum 5947.2 5947.2 91.68 False None None False None False 545239.296 0 2578924 79680 None PWD Common SR Volume 1 S.No.2.4.2 P.No.16 for 202 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates" Cum 6639.15 6639.15 205.85 False None None False None False 1366669.0275 0 2578925 79680 None PWD Common SR Volume 1 S.No.2.11 (h) P.No.111 for 4. Cement Concrete Drain Walls 35% Cum 2323.7 2323.7 205.85 False None None False None False 478333.645 0 2578926 79680 None PWD Common SR Volume 1 S.No.2.11 (h) P.No.18 for Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification .All other type of structures" Tonne 82961.55 82961.55 15.59 False None None False None False 1293370.5645 0 2578927 79680 None PWD Common SR Volume 3 S.No. 8.55 P.No.78 for 2023 Providing and fixing board displaying information, such as 'Name of work, ender cost, Name of Contractor, Work completion and liability period etc',having rectangular shape of 1.20m x 0.90m size made out 18 gauge(1.25mm) thick mild steel sheet painted with one coat of Zinc hromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved olour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. Asdirected by Engineer in Charge & MoRTH specification 804 No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1707826089000 1 None None Roads Electric works 38013.35 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2578928 79681 None csr vol-6 part-II sl.no-6 item.no:1.06 page-3 200006-PSC Pole-9.0M Long,200 kg WL No 4408.95 4408.95 2.0 False None None False None False 8817.9 0 2578929 79681 None csr vol-6 part-II sl.no-1 item.no:1.01 page-3 200105-RCC Pole-9.0M Long,145 kg WL No 7429.8 7429.8 1.0 False None None False None False 7429.8 0 2578930 79681 None KPTCL SR 280014 LT 4 Pin Cross Arm - GI No 444.15 444.15 3.0 False None None False None False 1332.45 0 2578931 79681 None csr vol-6 part-II sl.no-49 item.no:6.03 page-5 283003-1.1kV Pin Insulator (Shell on No 32.55 32.55 10.0 False None None False None False 325.5 0 2578932 79681 None csr vol-6 part-II sl.no-50 item.no:6.04 page-5 283053-1.1kV Pin Insulator (G.I Pin No 36.75 36.75 10.0 False None None False None False 367.5 0 2578933 79681 None csr vol-6 part-II sl.no-53 item.no:6.07 page-5 283158-NO.8 Strain Insulator No 28.35 28.35 2.0 False None None False None False 56.7 0 2578934 79681 None csr vol-6 part-II sl.no-58 item.no:7.01 page-5 284105-Weasel ACSR Conductor m 29293.95 29293.95 0.1 False None None False None False 2929.395 0 2578935 79681 None csr vol-6 part-II item.no:11.8.2 page-46 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of antiglare clear diffuserwith Injection moulded polycarbonate material, No 4225.2 4225.2 2.0 False None None False None False 8450.4 0 2578936 79681 None KPTCL SR Releasing Of Ordinary Soil No 475.34 475.34 3.0 False None None False None False 1426.02 0 2578937 79681 None csr vol-6 Labour charges sl.no-30 item.no:2.02 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth No 1168.65 1168.65 2.0 False None None False None False 2337.3 0 2578938 79681 None csr vol-6 Labour charges sl.no-148 item.no:17.05.2 Loading & unloading of 9 mtr RCC/PSC poles No 149.1 149.1 2.0 False None None False None False 298.2 0 2578939 79681 None csr vol-6 Labour charges sl.no-03 item.no:1.1.1 Ordinary Soil No 660.45 660.45 2.0 False None None False None False 1320.9 0 2578940 79681 None csr vol-6 Labour charges sl.no-30 item.no:2.02 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth No 1168.65 1168.65 1.0 False None None False None False 1168.65 0 2578941 79681 None csr vol-6 Labour charges sl.no-148 item.no:17.05.2 Loading & unloading of 9 mtr RCC/PSC poles No 149.1 149.1 1.0 False None None False None False 149.1 0 2578942 79681 None csr vol-6 Labour charges sl.no-01 item.no:1.1.1 pa Ordinary Soil Per Pit 660.45 660.45 1.0 False None None False None False 660.45 0 2578943 79681 None csr vol-6 Labour charges sl.no-50 item.no:5.02 pag Fixing of 4 Pin cross arm with insulator and Braces fixing Each 168.0 168.0 3.0 False None None False None False 504.0 0 2578944 79681 None csr vol-6 Labour charges sl.no-124 item.no:16.01 p Releasing Of Releasing & Restringing/Tightenig of loose spans a) Weasel/Squirrel Per Km 1051.79 1051.79 0.1 False None None False None False 105.179 0 2578945 79681 None csr vol-6 Labour chargessl.no-64 item.no:6.01 page Stringing of conductor wren, squirrel, weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. Per Km 3339.0 3339.0 0.1 False None None False None False 333.9 0 1707827189000 0 None None Roads Construction of cc road,drain and erecting electrical poles at ward no 14 sindhanur cmc limit sindhanurRCH2320243174 16797381.65 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2579187 79710 None PWD Common Volume 3 SR S.No.3.7 P.No.17 for 2023-2 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. Cum 110.25 110.25 1192.21 False None None False None False 131441.1525 0 2579169 79710 None csr vol-6 part-II sl.no-6 item.no:1.06 page-3 200006-PSC Pole-9.0M Long,200 kg WL No 4408.95 4408.95 2.0 False None None False None False 8817.9 0 2579188 79710 None PWD Common SR Volume 3 S.No.3.6 P.No.17 for 2023-2 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 Cum 517.65 517.65 1454.71 False None None False None False 753030.6315 0 2579170 79710 None csr vol-6 part-II sl.no-1 item.no:1.01 page-3 200105-RCC Pole-9.0M Long,145 kg WL No 7429.8 7429.8 1.0 False None None False None False 7429.8 0 2579189 79710 None PWD Common SR Volume 3 S.No.4.1 .A.(v) P.No.24 for Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading -V Material " Cum 2611.35 2611.35 782.25 False None None False None False 2042728.5375 0 2579171 79710 None KPTCL SR 280014 LT 4 Pin Cross Arm - GI No 444.15 444.15 3.0 False None None False None False 1332.45 0 2579190 79710 None PWD Common Volume 3 SR S.No.4.17 P.No.26 for 2023- 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 Cum 2686.95 2686.95 754.75 False None None False None False 2027975.5125 0 2579172 79710 None csr vol-6 part-II sl.no-49 item.no:6.03 page-5 283003-1.1kV Pin Insulator (Shell on No 32.55 32.55 10.0 False None None False None False 325.5 0 2579191 79710 None PWD Common SR Volume 3S.No.16.28 P.No.149 fr 23-24 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work Cum 6692.7 6692.7 1115.89 False None None False None False 7468317.003 0 2579173 79710 None csr vol-6 part-II sl.no-50 item.no:6.04 page-5 283053-1.1kV Pin Insulator (G.I Pin No 36.75 36.75 10.0 False None None False None False 367.5 0 2579174 79710 None csr vol-6 part-II sl.no-53 item.no:6.07 page-5 283158-NO.8 Strain Insulator No 28.35 28.35 2.0 False None None False None False 56.7 0 2579192 79710 None PWD Common SR Volume 3 S.No.2.19 202 P.No.12 for Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical meansusing pneumatic tools, breaking to pieces not exceeding 0.02 min volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately " Cum 591.15 591.15 156.0 False None None False None False 92219.4 0 2579175 79710 None csr vol-6 part-II sl.no-58 item.no:7.01 page-5 284105-Weasel ACSR Conductor m 29293.95 29293.95 0.1 False None None False None False 2929.395 0 2579193 79710 None PWD Common SR Volume 1 S.No.1.17.1 P.No.09 for 20 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. 1.17.1 All kinds of soils. Depth upto Cum 275.1 275.1 820.8 False None None False None False 225802.08 0 2579176 79710 None csr vol-6 part-II item.no:11.8.2 page-46 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of antiglare clear diffuserwith Injection moulded polycarbonate material, No 4225.2 4225.2 2.0 False None None False None False 8450.4 0 2579194 79710 None PWD Common SR Volume 5 S.No.9.1.4 P.No.95 for 202 9.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 9.1.4 HDPE Grade PE80-PN6.0,110mm dia m " m 492.45 492.45 510.0 False None None False None False 251149.5 0 2579177 79710 None KPTCL SR Releasing Of Ordinary Soil No 475.34 475.34 3.0 False None None False None False 1426.02 0 2579195 79710 None PWD Common SR Volume 1 S.No.1.14.1 P.No.8 for 202 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 work. In all kinds of soils Depth upto 3 m" Cum 107.1 107.1 687.6 False None None False None False 73641.96 0 2579196 79710 None PWD Common SR Volume 1 S.No.2.1.2 P.No.15 for 202 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications" Cum 5947.2 5947.2 91.68 False None None False None False 545239.296 0 2579178 79710 None csr vol-6 Labour charges sl.no-30 item.no:2.02 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth No 1168.65 1168.65 2.0 False None None False None False 2337.3 0 2579197 79710 None PWD Common SR Volume 1 S.No.2.4.2 P.No.16 for 202 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates" Cum 6639.15 6639.15 205.85 False None None False None False 1366669.0275 0 2579179 79710 None csr vol-6 Labour charges sl.no-148 item.no:17.05.2 Loading & unloading of 9 mtr RCC/PSC poles No 149.1 149.1 2.0 False None None False None False 298.2 0 2579198 79710 None PWD Common SR Volume 1 S.No.2.11 (h) P.No.111 for 4. Cement Concrete Drain Walls 35% Cum 2323.7 2323.7 205.85 False None None False None False 478333.645 0 2579180 79710 None csr vol-6 Labour charges sl.no-03 item.no:1.1.1 Ordinary Soil No 660.45 660.45 2.0 False None None False None False 1320.9 0 2579199 79710 None PWD Common SR Volume 1 S.No.2.11 (h) P.No.18 for Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification .All other type of structures" Tonne 82961.55 82961.55 15.59 False None None False None False 1293370.5645 0 2579181 79710 None csr vol-6 Labour charges sl.no-30 item.no:2.02 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth No 1168.65 1168.65 1.0 False None None False None False 1168.65 0 2579182 79710 None csr vol-6 Labour charges sl.no-148 item.no:17.05.2 Loading & unloading of 9 mtr RCC/PSC poles No 149.1 149.1 1.0 False None None False None False 149.1 0 2579200 79710 None PWD Common SR Volume 3 S.No. 8.55 P.No.78 for 2023 Providing and fixing board displaying information, such as 'Name of work, ender cost, Name of Contractor, Work completion and liability period etc',having rectangular shape of 1.20m x 0.90m size made out 18 gauge(1.25mm) thick mild steel sheet painted with one coat of Zinc hromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved olour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. Asdirected by Engineer in Charge & MoRTH specification 804 No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 2579183 79710 None csr vol-6 Labour charges sl.no-01 item.no:1.1.1 pa Ordinary Soil Per Pit 660.45 660.45 1.0 False None None False None False 660.45 0 2579184 79710 None csr vol-6 Labour charges sl.no-50 item.no:5.02 pag Fixing of 4 Pin cross arm with insulator and Braces fixing Each 168.0 168.0 3.0 False None None False None False 504.0 0 2579185 79710 None csr vol-6 Labour charges sl.no-124 item.no:16.01 p Releasing Of Releasing & Restringing/Tightenig of loose spans a) Weasel/Squirrel Per Km 1051.79 1051.79 0.1 False None None False None False 105.179 0 2579186 79710 None csr vol-6 Labour chargessl.no-64 item.no:6.01 page Stringing of conductor wren, squirrel, weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. Per Km 3339.0 3339.0 0.1 False None None False None False 333.9 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1707826094000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1707826094000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1707826094000 1 None None ELIGIBILITY The 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 kppp portal due to internet connectivity issues and technical glitches at bidders end. None 1707826771000 0 None None ELIGIBILITY As per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. None 1707826789000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders. None 1707826801000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1707826817000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer) and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification. None 1707826827000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1707826836000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1707826846000 0 None None ELIGIBILITY Bidders are advised to note that, 18% GST will be added to the contract amount. None 1707826856000 0 None None ELIGIBILITY The Increse in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1707826867000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected None 1707826882000 0 None None ELIGIBILITY If the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause. None 1707826898000 0 None None ELIGIBILITY The work should be completed in 06 (Six) Months ( including monsoon) None 1707826910000 0 None None ELIGIBILITY The KPWD Code, KTTP Act/Rules ,Delegation of Powers and other Government Orders issued by the Government from time to time will apply None 1707826919000 0 None None ELIGIBILITY All the specifications in the commercial bid format please be read as with all leads and lifts etc., complete as per specification and as directed by the engineer-in-charge. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of works for which tenders already submitted None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None List of Financial Resources with Certificates None None None None None None 3.2. To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-19 to 2022-23) , (b) Satisfactory completion as a prime contractor for at least one similar nature of work to an extent of 50% of the cost of the work. Rs.83.99 Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.2. To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-18 to 2022-23) (c) Executed in any one year (for a continuous period of 12 months), the minimum quantities of work: (usually 80% of annual rate or requirement) (a) Earthwork excavation /Subgrade/Embankment : 2371.00 cum (b)GSB : 625.00Cum (C)WMM:604.00Cum (D)PCC/RCC:1296.00Cum (E)STEELL:12.47Tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Quantity wise work done certificate None None None None List of existing commitments and ongoing works Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- existing commitments and ongoing works None None None None Banker Details for reference Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Banker Details None None None None 3.2 (a) To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-19 to 2022-23) (a) Achieved in at least two financial years a minimum financial turnover (In all classes of Civil Engineering Construction works only) (not less than 2 times the estimated annual payment under this contract) of Rs335 .94 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None 3.3 (b). Liquid assets and or availability of credit facilities of not less than Rs. 83.99 Lakhs. (Credit lines / Letter of credit / Certificates from Banks) for meeting the fund requirement etc. (usually the equivalent of the estimate cash flow for three months in peak construction period. ( NEW FORMAT ENCLOSED AS PER GOVT CIRCULAR NO.FDCAM/16/2022(K-2) DATED:-22-08-2022 Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Assessed Tender Capacityshall be more than the Tendered Amount Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Tenderer place of business Others place of business createdTs version createdDate modifiedDate documentName None None None None Others -- place of business None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded Others Qualification and experience of the key technical and management personne createdTs version createdDate modifiedDate documentName None None None None Others -- Qualification and experience of the key technical and management personne
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid PWD Registration Certificate True Technical Bid Similar Nature of single work done Certificate True Technical Bid Qty wise work done Certificate True Technical Bid Existing commitments or Ongoing works True Technical Bid Any other relevant documents. True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1707828950000 version 0 createdDate None modifiedDate None blockNumber Office of Executive Engineer PWD Raichur Division,Raichur. street None city RAICHUR state Karnataka pin 584101
tenderRecallDTO	None