createdTs	None
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noticeInvitingTenderDTO	createdTs 1707393791714 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1880.00 emd 150500.00 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 10:54:58 publishedByPost PWD_EE_DIV_RCR publishedByUser KPE15695 - K SHANKAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False 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 1707393791746 version 5 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT7560 title Construction of CC Road ,CC drain ,Erecting electrical poles and street lights at prashant nagar ward no 21,Sindhanur CMC limit sindhanur taluk (Sindhanur Constituency)RCH232 0243179 description Construction of CC Road ,CC drain ,Erecting electrical poles and street lights at prashant nagar ward no 21,Sindhanur CMC limit sindhanur taluk (Sindhanur Constituency) RCH2320243179 category WORKS categoryText Works ecv 7513292.76 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1695 locationName PWD Division Office Raichuru provisionalAmount 9000000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/SND/KKRDB/CCROAD/WARD21/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1707393792000 1 None None Roads Construction of CC Road ,CC drain ,Erecting electrical poles and street lights at prashant nagar ward no 21,Sindhanur CMC limit sindhanur taluku (Sindhanur Constituency)RCH232 0243179 7128562.13 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2512003 76509 None PWD CSR Volume 3 SR S.No.3.7 P.No.17 for 2023-24 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 110.25 110.25 216.42 False None None False None False 23860.305 0 2512004 76509 None PWD CSR Volume 3 S.No.3.6 P.No.17 for 2023-24 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 517.65 517.65 216.42 False None None False None False 112029.813 0 2512005 76509 None PWD CSR Volume 3 S.No.4.1 .A.(v) P.No.23 for 2023- 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 2611.35 130.28 False None None False None False 340206.678 0 2512006 76509 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 2686.95 155.28 False None None False None False 417229.596 0 2512007 76509 None PWD CSR Volume 3 S.No.16.28 P.No.149 for 2023-24 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 M30 (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 7091.7 7091.7 183.3 False None None False None False 1299908.61 0 2512008 76509 None PWD CSR Volume 3 S.No.6.8.1 P.No.51 for 2023-24 6.8.1 IRC SP 63:2018 Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) Cum 1121.4 1121.4 490.0 False None None False None False 549486.0 0 2512009 76509 None PWD CSR Vol3 S.No.2.19 202 P.No.12 for 2023-24 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 591.15 591.15 313.56 False None None False None False 185360.994 0 2512010 76509 None CSR Vol 3 I.NO.5.3 503(i) P.No 31 for 2023-24 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/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 12.6 12.6 4290.0 False None None False None False 54054.0 0 2512011 76509 None CSR Vol 3 DSR I.No.5.3 P.No 43 for 2023-24 Semi Dense Bituminous Concrete 5.31 IRC-37: 2018 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision Cum 10659.6 10659.6 107.26 False None None False None False 1143348.696 0 2512012 76509 None PWD CSR Volume 1 S.No.1.17.1 P.No.09 for 2023-24 1.17 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 1.50 m Cum 275.1 275.1 262.08 False None None False None False 72098.208 0 2512013 76509 None PWD CSR Volume 5 S.No.9.1.4 P.No.95 for 2023-24 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 Mtr 492.45 492.45 364.0 False None None False None False 179251.8 0 2512014 76509 None PWD CSR Volume 1 S.No.1.14.1 P.No.8 for 2023-24 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 107.1 107.1 327.6 False None None False None False 35085.96 0 2512015 76509 None PWD CSR Volume 1 S.No.2.1.2 P.No.15 for 2023-24 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 40.95 False None None False None False 243537.84 0 2512016 76509 None PWD CSR Volume 1 S.No.2.4.2 P.No.16 for 2023-24 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 94.45 False None None False None False 627067.7175 0 2512017 76509 None PWD CSR Vol1addendum-I S.No.4 P.No.111 for 23-24 Centring and Shuttering for Cement Concrete Drain Walls 35% Cum 2323.7 2323.7 94.45 False None None False None False 219473.465 0 2512018 76509 None PWD CSR Volume 1 S.No.2.11 (h) P.No.18 for 23-24 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 8.45 False None None False None False 701025.0975 0 2512019 76509 None PWD CSR Volume 3 S.No. 8.54 P.No.78 for 2023-24 Providing and fixing board displaying information, such as 'Name of work, Tender 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 chromate 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 colour 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 longpainted 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 2512020 76509 None PWD Common SR Volume 3 S.No.16.27 P.No.148 for 202 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 perClause 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 6692.7 128.61 False None None False None False 860748.147 0 2512021 76509 None Vol 3 DSR I.No. 5.1 P.No 31 for 2023-24 5.1 502 A 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/m2 using mechanical means Sqm 43.05 43.05 120.0 False None None False None False 5166.0 0 2512022 76509 None Vol 3 DSR I.No.5.9 C.1P.No 33 for 2023-24 Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Cum 8362.2 8362.2 6.0 False None None False None False 50173.2 0 1707393792000 1 None None Roads Erecting electrical poles and street lights 384730.64 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2512023 76510 None csr vol-6 part-II sl.no-6 item.no:1.06 page-3 200006-PSC Pole-9.0M Long,200 kg WL including releasing of ordinay soil labour charge Nos 4884.29 4884.29 20.0 False None None False None False 97685.8 0 2512024 76510 None vol-6 part-II sl.no-1 item.no:1.01 page-3 200105-RCC Pole-9.0M Long,145 kg WL csr vol-6 part-II sl.no-1 item.no:1.01 page-3 Nos 7905.14 7905.14 10.0 False None None False None False 79051.4 0 2512025 76510 None vol-6 part-II sl.no-16 item.no:2.06 page-4 280014 LT 4 Pin Cross Arm - GI including fixing Nos 397.95 397.95 20.0 False None None False None False 7959.0 0 2512026 76510 None Kptcl sr 27901220 27901220-Stud pole guy using 8 Mtr Long Nos 4800.6 4800.6 3.0 False None None False None False 14401.8 0 2512027 76510 None KPTCL SR 2811101-Guy with Complete set Set 1228.5 1228.5 3.0 False None None False None False 3685.5 0 2512028 76510 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 90.0 False None None False None False 2929.5 0 2512029 76510 None csr vol-6 part-II sl.no-50 item.no:6.04 page-5 283053-1.1kV Pin Insulator (G.I Pin Nos 36.75 36.75 90.0 False None None False None False 3307.5 0 2512030 76510 None csr vol-6 part-II sl.no-53 item.no:6.07 page-5 283158-NO.8 Strain Insulator Nos 28.35 28.35 20.0 False None None False None False 567.0 0 2512031 76510 None csr vol-6 part-II sl.no-58 item.no:7.01 page-5 284105-Weasel ACSR Conductor Km 29293.95 29293.95 1.4 False None None False None False 41011.53 0 2512032 76510 None csr vol-6 Labour charges sl.no-30 i.no:2.02 pg-44 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth csr vol-6 Labour charges sl.no-30 item.no:2.02 page-44 Nos 1168.65 1168.65 20.0 False None None False None False 23373.0 0 2512033 76510 None vol-6 Labour charges sl.no-148 i.no:17.05.2 pg-51 Loading & unloading of 9 mtr RCC/PSC poles csr vol-6 Labour charges sl.no-148 item.no:17.05.2 page-51 Nos 149.1 149.1 20.0 False None None False None False 2982.0 0 2512034 76510 None vol-6 Labour charges sl.no-03 i.no:1.1.1 pg-43 Ordinary Soil csr vol-6 Labour charges sl.no-03 item.no:1.1.1 page-43 Nos 660.45 660.45 20.0 False None None False None False 13209.0 0 2512035 76510 None vol-6 Labour charges sl.no-30 item.no:2.02 pg-44 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth csr vol-6 Labour charges sl.no-30 item.no:2.02 page-44 Nos 1168.65 1168.65 10.0 False None None False None False 11686.5 0 2512036 76510 None vol-6 Labour charges sl.no-148 i.no:17.05.2 pg-51 Loading & unloading of 9 mtr RCC/PSC polescsr vol-6 Labour charges sl.no-148 item.no:17.05.2 pg-51 Nos 149.1 149.1 10.0 False None None False None False 1491.0 0 2512037 76510 None vol-6 Labour charges sl.no-01 i.no:1.1.1 pg-43 Ordinary Soil csr vol-6 Labour charges sl.no-01 i.no:1.1.1 pg-43 Nos 660.45 660.45 10.0 False None None False None False 6604.5 0 2512038 76510 None vol-6 Labour charges sl.no-50 i.no:5.02 pg-51 Fixing of 4 Pin cross arm with insulator and Braces fixing csr vol-6 Labour charges sl.no-50 i.no:5.02 pg-51 Nos 168.0 168.0 20.0 False None None False None False 3360.0 0 2512039 76510 None vol 6 labour sl.no-26 i.no:1.7.2 pg-4 Hard Soil Labour charges sl.no-26 i.no:1.7.2 pg-4 Per Pit 660.45 660.45 3.0 False None None False None False 1981.35 0 2512040 76510 None vol-6Labour charges sl.no-58 i.no:5.1 pg-45 a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT)csr vol-6Labour charges sl.no-58 i.no:5.1 pg-45 Per Set 211.05 211.05 3.0 False None None False None False 633.15 0 2512041 76510 None vol-6 Labour chargessl.no-25 i.no:1.7.1 pg-4 Ordinary Soil csr vol-6 Labour chargessl.no-25 i.no:1.7.1 pg-4 Per Pit 343.35 343.35 5.0 False None None False None False 1716.75 0 2512042 76510 None vol-6 Labour charges sl.no-124 i.no:16.01 pg-49 Releasing & Restringing/Tightenig of loose spans a) Weasel/Squirrel csr vol-6 Labour charges sl.no-124 i.no:16.01 pg-49 Per Km 1051.79 1051.79 1.4 False None None False None False 1472.506 0 2512043 76510 None vol-6 Labour chargessl.no-64 i.no:6.01 pg-46 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.csr vol-6 Labour chargessl.no-64 i.no:6.01 pg-46 Per Km 3339.0 3339.0 1.4 False None None False None False 4674.6 0 2512044 76510 None vol-6 part-II item.no:11.8.2 page-46 LED Streetlight 40W csr vol-6 part-II item.no:11.8.2 page-46 Nos 4225.2 4225.2 6.0 False None None False None False 25351.2 0 2512045 76510 None vol-6 part-II item.no:5.48 page-21 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers.csr vol-6 part-II item.no:5.48 page-21 Nos 5085.15 5085.15 7.0 False None None False None False 35596.05 0 1707462306000 1 None None Roads Construction of CC Road ,CC drain ,Erecting electrical poles and street lights at prashant nagar ward no 21,Sindhanur CMC limit sindhanur taluk (Sindhanur Constituency)RCH232 0243179 7513292.76 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2526469 77113 None PWD CSR Volume 3 SR S.No.3.7 P.No.17 for 2023-24 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 110.25 110.25 216.42 False None None False None False 23860.305 0 2526489 77113 None csr vol-6 part-II sl.no-6 item.no:1.06 page-3 200006-PSC Pole-9.0M Long,200 kg WL including releasing of ordinay soil labour charge Nos 4884.29 4884.29 20.0 False None None False None False 97685.8 0 2526490 77113 None vol-6 part-II sl.no-1 item.no:1.01 page-3 200105-RCC Pole-9.0M Long,145 kg WL csr vol-6 part-II sl.no-1 item.no:1.01 page-3 Nos 7905.14 7905.14 10.0 False None None False None False 79051.4 0 2526470 77113 None PWD CSR Volume 3 S.No.3.6 P.No.17 for 2023-24 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 517.65 517.65 216.42 False None None False None False 112029.813 0 2526491 77113 None vol-6 part-II sl.no-16 item.no:2.06 page-4 280014 LT 4 Pin Cross Arm - GI including fixing Nos 397.95 397.95 20.0 False None None False None False 7959.0 0 2526471 77113 None PWD CSR Volume 3 S.No.4.1 .A.(v) P.No.23 for 2023- 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 2611.35 130.28 False None None False None False 340206.678 0 2526492 77113 None Kptcl sr 27901220 27901220-Stud pole guy using 8 Mtr Long Nos 4800.6 4800.6 3.0 False None None False None False 14401.8 0 2526472 77113 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 2686.95 155.28 False None None False None False 417229.596 0 2526493 77113 None KPTCL SR 2811101-Guy with Complete set Set 1228.5 1228.5 3.0 False None None False None False 3685.5 0 2526473 77113 None PWD CSR Volume 3 S.No.16.28 P.No.149 for 2023-24 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 M30 (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 7091.7 7091.7 183.3 False None None False None False 1299908.61 0 2526494 77113 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 90.0 False None None False None False 2929.5 0 2526474 77113 None PWD CSR Volume 3 S.No.6.8.1 P.No.51 for 2023-24 6.8.1 IRC SP 63:2018 Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) Cum 1121.4 1121.4 490.0 False None None False None False 549486.0 0 2526495 77113 None csr vol-6 part-II sl.no-50 item.no:6.04 page-5 283053-1.1kV Pin Insulator (G.I Pin Nos 36.75 36.75 90.0 False None None False None False 3307.5 0 2526475 77113 None PWD CSR Vol3 S.No.2.19 202 P.No.12 for 2023-24 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 591.15 591.15 313.56 False None None False None False 185360.994 0 2526476 77113 None CSR Vol 3 I.NO.5.3 503(i) P.No 31 for 2023-24 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/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 12.6 12.6 4290.0 False None None False None False 54054.0 0 2526496 77113 None csr vol-6 part-II sl.no-53 item.no:6.07 page-5 283158-NO.8 Strain Insulator Nos 28.35 28.35 20.0 False None None False None False 567.0 0 2526477 77113 None CSR Vol 3 DSR I.No.5.3 P.No 43 for 2023-24 Semi Dense Bituminous Concrete 5.31 IRC-37: 2018 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision Cum 10659.6 10659.6 107.26 False None None False None False 1143348.696 0 2526497 77113 None csr vol-6 part-II sl.no-58 item.no:7.01 page-5 284105-Weasel ACSR Conductor Km 29293.95 29293.95 1.4 False None None False None False 41011.53 0 2526498 77113 None csr vol-6 Labour charges sl.no-30 i.no:2.02 pg-44 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth csr vol-6 Labour charges sl.no-30 item.no:2.02 page-44 Nos 1168.65 1168.65 20.0 False None None False None False 23373.0 0 2526478 77113 None PWD CSR Volume 1 S.No.1.17.1 P.No.09 for 2023-24 1.17 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 1.50 m Cum 275.1 275.1 262.08 False None None False None False 72098.208 0 2526479 77113 None PWD CSR Volume 5 S.No.9.1.4 P.No.95 for 2023-24 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 Mtr 492.45 492.45 364.0 False None None False None False 179251.8 0 2526499 77113 None vol-6 Labour charges sl.no-148 i.no:17.05.2 pg-51 Loading & unloading of 9 mtr RCC/PSC poles csr vol-6 Labour charges sl.no-148 item.no:17.05.2 page-51 Nos 149.1 149.1 20.0 False None None False None False 2982.0 0 2526480 77113 None PWD CSR Volume 1 S.No.1.14.1 P.No.8 for 2023-24 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 107.1 107.1 327.6 False None None False None False 35085.96 0 2526500 77113 None vol-6 Labour charges sl.no-03 i.no:1.1.1 pg-43 Ordinary Soil csr vol-6 Labour charges sl.no-03 item.no:1.1.1 page-43 Nos 660.45 660.45 20.0 False None None False None False 13209.0 0 2526481 77113 None PWD CSR Volume 1 S.No.2.1.2 P.No.15 for 2023-24 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 40.95 False None None False None False 243537.84 0 2526501 77113 None vol-6 Labour charges sl.no-30 item.no:2.02 pg-44 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth csr vol-6 Labour charges sl.no-30 item.no:2.02 page-44 Nos 1168.65 1168.65 10.0 False None None False None False 11686.5 0 2526482 77113 None PWD CSR Volume 1 S.No.2.4.2 P.No.16 for 2023-24 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 94.45 False None None False None False 627067.7175 0 2526502 77113 None vol-6 Labour charges sl.no-148 i.no:17.05.2 pg-51 Loading & unloading of 9 mtr RCC/PSC polescsr vol-6 Labour charges sl.no-148 item.no:17.05.2 pg-51 Nos 149.1 149.1 10.0 False None None False None False 1491.0 0 2526503 77113 None vol-6 Labour charges sl.no-01 i.no:1.1.1 pg-43 Ordinary Soil csr vol-6 Labour charges sl.no-01 i.no:1.1.1 pg-43 Nos 660.45 660.45 10.0 False None None False None False 6604.5 0 2526483 77113 None PWD CSR Vol1addendum-I S.No.4 P.No.111 for 23-24 Centring and Shuttering for Cement Concrete Drain Walls 35% Cum 2323.7 2323.7 94.45 False None None False None False 219473.465 0 2526504 77113 None vol-6 Labour charges sl.no-50 i.no:5.02 pg-51 Fixing of 4 Pin cross arm with insulator and Braces fixing csr vol-6 Labour charges sl.no-50 i.no:5.02 pg-51 Nos 168.0 168.0 20.0 False None None False None False 3360.0 0 2526484 77113 None PWD CSR Volume 1 S.No.2.11 (h) P.No.18 for 23-24 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 8.45 False None None False None False 701025.0975 0 2526505 77113 None vol 6 labour sl.no-26 i.no:1.7.2 pg-4 Hard Soil Labour charges sl.no-26 i.no:1.7.2 pg-4 Per Pit 660.45 660.45 3.0 False None None False None False 1981.35 0 2526485 77113 None PWD CSR Volume 3 S.No. 8.54 P.No.78 for 2023-24 Providing and fixing board displaying information, such as 'Name of work, Tender 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 chromate 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 colour 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 longpainted 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 2526486 77113 None PWD Common SR Volume 3 S.No.16.27 P.No.148 for 202 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 perClause 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 6692.7 128.61 False None None False None False 860748.147 0 2526506 77113 None vol-6Labour charges sl.no-58 i.no:5.1 pg-45 a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT)csr vol-6Labour charges sl.no-58 i.no:5.1 pg-45 Per Set 211.05 211.05 3.0 False None None False None False 633.15 0 2526487 77113 None Vol 3 DSR I.No. 5.1 P.No 31 for 2023-24 5.1 502 A 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/m2 using mechanical means Sqm 43.05 43.05 120.0 False None None False None False 5166.0 0 2526507 77113 None vol-6 Labour chargessl.no-25 i.no:1.7.1 pg-4 Ordinary Soil csr vol-6 Labour chargessl.no-25 i.no:1.7.1 pg-4 Per Pit 343.35 343.35 5.0 False None None False None False 1716.75 0 2526488 77113 None Vol 3 DSR I.No.5.9 C.1P.No 33 for 2023-24 Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Cum 8362.2 8362.2 6.0 False None None False None False 50173.2 0 2526508 77113 None vol-6 Labour charges sl.no-124 i.no:16.01 pg-49 Releasing & Restringing/Tightenig of loose spans a) Weasel/Squirrel csr vol-6 Labour charges sl.no-124 i.no:16.01 pg-49 Per Km 1051.79 1051.79 1.4 False None None False None False 1472.506 0 2526509 77113 None vol-6 Labour chargessl.no-64 i.no:6.01 pg-46 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.csr vol-6 Labour chargessl.no-64 i.no:6.01 pg-46 Per Km 3339.0 3339.0 1.4 False None None False None False 4674.6 0 2526510 77113 None vol-6 part-II item.no:11.8.2 page-46 LED Streetlight 40W csr vol-6 part-II item.no:11.8.2 page-46 Nos 4225.2 4225.2 6.0 False None None False None False 25351.2 0 2526511 77113 None vol-6 part-II item.no:5.48 page-21 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers.csr vol-6 part-II item.no:5.48 page-21 Nos 5085.15 5085.15 7.0 False None None False None False 35596.05 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1707393793000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1707393793000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1707393793000 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 1707461294000 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 1707461301000 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 1707461313000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1707461320000 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 1707461328000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1707461335000 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 1707461369000 0 None None ELIGIBILITY Bidders are advised to note that, 18% GST will be added to the contract amount. None 1707461377000 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 1707461431000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected. None 1707461453000 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 1707461464000 0 None None ELIGIBILITY The work should be completed in 06 (Six) Months ( including monsoon) None 1707461485000 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 1707461500000 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 Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded 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 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 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. Rs37.57. 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 :645.00 cum (b) GSB:104.00cum (C)WMM:125.00cum (D) PCC:750.00cum (E) SDBC:88.00cum (F)STEEL:7.00ton Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Quantity wise work done 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 for reference 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 Rs 75.13 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 ofcredit facilities of not less than Rs.22.54 Lakhs (Credit lines / Letters of Credit / Certificates from Banks) for meeting the fund requirement etc., (usually 30% of the amount of contract). ( 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 List of works for which tenders already submitted Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- tenders already submitted 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
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 Bankers certificate / Line of credit True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None