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noticeInvitingTenderDTO	createdTs 1718346634862 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2090.00 emd 167000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 01-07-2024 16:00:00 tenderQueryClose 27-06-2024 11:00:00 technicalBidOpen 02-07-2024 16:30:00 publishedDate 20-06-2024 18:13:27 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 K SHANKAR 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 1718346636684 version 5 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT10944 title CONSTRUCTION OF ROAD FROM N.GANEKAL TO NEELGAL VILLAGE IN DEODURGA TALUKA RAICHUR DISTRICT UNDER KKRDB(MACRO) FOR THE YEAR 2023-24 description CONSTRUCTION OF ROAD FROM N GANEKAL TO NEELGAL VILLAGE IN DEODURGA TALUKA RAICHUR DISTRICT UNDER KKRDB MACRO FOR THE YEAR 2023 24 WORK CODE SCP RCH2316141621 TSP RCH2316141622 GENERALRCH2316141623 category WORKS categoryText Works ecv 8337622.61 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1695 locationName PWD Division Office Raichuru provisionalAmount 10000000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/SD-D/KKRDB/MICRO/NGANEKAL/2023/24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1718346637000 1 None None Roads CC ROAD 4188205.35 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3287770 114246 None PWD CSR VOL I 2023-24 (It.No.1.8, P.No 7) Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 497.7 497.7 344.0 False None None False None False 171208.8 0 3287771 114246 None PWD SR VOL III 2023-24 (It.No. 3.7, P.No. 15) Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified 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 - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 110.25 110.25 258.0 False None None False None False 28444.5 0 3287772 114246 None PWD SR VOL III 2023-24 (It.No.3.6, P.No 17) Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 517.65 517.65 516.0 False None None False None False 267107.4 0 3287773 114246 None PWD SR VOL III 2023-24 ( It. No. 4.1(A) P.No. 23 ) Granular Sub-Base A.Plant Mix Method 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 (V) For Grading -V Material Cum 2611.35 2611.35 258.0 False None None False None False 673728.3 0 3287774 114246 None PWD SR VOL III 2023-24 (It.No.4.17, P.No 26) Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 430.0 False None None False None False 1155388.5 0 3287775 114246 None PWD SR VOL III 2023-24 (It. No.16.28, P.No 149) CEMENT CONCRETE PAVEMENT 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, 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, equipment etc., complete. as per the directions of the Engineer-in-charge of the work Cum 7091.7 7091.7 258.0 False None None False None False 1829658.6 0 3287776 114246 None PWD SR VOL III 2023-24 (It.No.16.15, P.No 146) Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 8355.9 8355.9 7.5 False None None False None False 62669.25 0 1718346637000 1 None None Roads BT ROAD 2265309.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3287777 114247 None PWD SR VOL III 2023-24 (It.No.2.5, P.No 9) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer (A) In area of light jungle 100 Sqm 412.65 412.65 7.35 False None None False None False 3032.9775 0 3287778 114247 None PWD SR VOL III 2023-24 (It.No..5, P.No17) Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Sqm 6.3 6.3 472.5 False None None False None False 2976.75 0 3287779 114247 None PWD SR VOL III 2023-24 (Sl.No.3.7, P.No 17) Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified 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 110.25 110.25 236.25 False None None False None False 26046.5625 0 3287780 114247 None PWD SR VOL III 2023-24 (It.No.16.8(B), P.No 144) Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means m 26.25 26.25 420.0 False None None False None False 11025.0 0 3287781 114247 None PWD SR VOL III 2023-24 (Sl.No.3.6, P.No 17) Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 787.5 False None None False None False 407649.375 0 3287782 114247 None PWD SR VOL III 2023-24 (It.No.4.1, P.No 23) Granular Sub-Base A.Plant Mix Method 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 (V) For Grading -V Material - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 2611.5 2611.5 236.24 False None None False None False 616940.76 0 3287783 114247 None PWD SR VOL III 2023-24 (It No 4.17 & P.No 26) Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 196.88 False None None False None False 529006.716 0 3287784 114247 None PWD SR VOL III 2023-24 (It No 5.1 & P.No 31) Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including leaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. Sqm 43.05 43.05 787.5 False None None False None False 33901.875 0 3287785 114247 None PWD SR VOL III 2023-24 (It No 5.6 (i)-C & P.No 32) Bituminous Macadam Grading - I for traffic less 20 MSA Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% 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 7835.1 7835.1 39.38 False None None False None False 308546.238 0 3287786 114247 None PWD SR VOL III 2023-24 (It No 5.3 & P.No 31) 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 Sqm 12.6 12.6 787.5 False None None False None False 9922.5 0 3287787 114247 None PWD SR VOL III 2023-24 (It No 5.31 & P.No 43) Semi Dense Bituminous Concrete 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 19.69 False None None False None False 209887.524 0 3287788 114247 None PWD SR VOL III 2023-24 (It No 8.6(iv) & P.No 64) 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 mmthickness 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. (iv) 60 cm equilateral triangle Each 3784.2 3784.2 6.0 False None None False None False 22705.2 0 3287789 114247 None PWD SR VOL III 2023-24 (It No 8.6(viii) & P.No 65) 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 mmthickness 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. (viii) 60 cm circular Coil 4566.45 4566.45 6.0 False None None False None False 27398.7 0 3287790 114247 None PWD SR VOL III 2023-24 (It.No.8.16(ii), P.No 67) Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) Each 3073.35 3073.35 1.0 False None None False None False 3073.35 0 3287791 114247 None PWD SR VOL III 2023-24 (It.No.8.16(iii), P.No 67) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii) 200 m stone (precast) Each 884.1 884.1 4.0 False None None False None False 3536.4 0 3287792 114247 None PWD SR VOL III 2023-24 (It No 8.18 & P.No 67) Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 785.4 785.4 20.0 False None None False None False 15708.0 0 3287793 114247 None PWD SR VOL III 2023-24 (It No 13.14 & P.No 123) Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. Sqm 88.2 88.2 12.8 False None None False None False 1128.96 0 3287794 114247 None PWD SR VOL III 2023-24 (It No 8.15 & P. No 67) Road marking with hot applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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. Sqm 556.5 556.5 42.0 False None None False None False 23373.0 0 3287795 114247 None PWD SR VOL III 2023-24 (It No 8.54 & P.No 78) 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. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1718346637000 1 None None Roads CC DRAIN 1884107.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3287796 114248 None VOL I for the year 2023-24 (It No .1.4.1 & P.No 5 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Cum 107.1 107.1 240.0 False None None False None False 25704.0 0 3287797 114248 None VOL I for the year 2023-24 (It No .2.1.3 & P.No 15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately ) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates" Cum 6288.45 6288.45 36.0 False None None False None False 226384.2 0 3287798 114248 None VOL I for the year 2023-24 (It No .2.4.2 & P.No 17 Providing 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8911.82 8911.82 118.56 False None None False None False 1056585.3792 0 3287799 114248 None VOL I for the year 2023-24 (It No .2.1.1 & P.No 18 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. h.All other type of structures Kg 82.96 82.96 6936.28 False None None False None False 575433.7888 0 1718347275000 1 None None Roads CONSTRUCTION OF ROAD FROM N.GANEKAL TO NEELGAL VILLAGE IN DEODURGA TALUKA RAICHUR DISTRICT UNDER KKRDB(MACRO) FOR THE YEAR 2023-24 8337622.61 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3287877 114255 None PWD CSR VOL I 2023-24 (It.No.1.8, P.No 7) Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 497.7 497.7 344.0 False None None False None False 171208.8 0 3287903 114255 None VOL I for the year 2023-24 (It No .1.4.1 & P.No 5 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Cum 107.1 107.1 240.0 False None None False None False 25704.0 0 3287884 114255 None PWD SR VOL III 2023-24 (It.No.2.5, P.No 9) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer (A) In area of light jungle 100 Sqm 412.65 412.65 7.35 False None None False None False 3032.9775 0 3287904 114255 None VOL I for the year 2023-24 (It No .2.1.3 & P.No 15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately ) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates" Cum 6288.45 6288.45 36.0 False None None False None False 226384.2 0 3287885 114255 None PWD SR VOL III 2023-24 (It.No..5, P.No17) Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Sqm 6.3 6.3 472.5 False None None False None False 2976.75 0 3287878 114255 None PWD SR VOL III 2023-24 (It.No. 3.7, P.No. 15) Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified 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 - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 110.25 110.25 258.0 False None None False None False 28444.5 0 3287905 114255 None VOL I for the year 2023-24 (It No .2.4.2 & P.No 17 Providing 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8911.82 8911.82 118.56 False None None False None False 1056585.3792 0 3287886 114255 None PWD SR VOL III 2023-24 (Sl.No.3.7, P.No 17) Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified 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 110.25 110.25 236.25 False None None False None False 26046.5625 0 3287879 114255 None PWD SR VOL III 2023-24 (It.No.3.6, P.No 17) Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 517.65 517.65 516.0 False None None False None False 267107.4 0 3287880 114255 None PWD SR VOL III 2023-24 ( It. No. 4.1(A) P.No. 23 ) Granular Sub-Base A.Plant Mix Method 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 (V) For Grading -V Material Cum 2611.35 2611.35 258.0 False None None False None False 673728.3 0 3287906 114255 None VOL I for the year 2023-24 (It No .2.1.1 & P.No 18 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. h.All other type of structures Kg 82.96 82.96 6936.28 False None None False None False 575433.7888 0 3287887 114255 None PWD SR VOL III 2023-24 (It.No.16.8(B), P.No 144) Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means m 26.25 26.25 420.0 False None None False None False 11025.0 0 3287888 114255 None PWD SR VOL III 2023-24 (Sl.No.3.6, P.No 17) Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 787.5 False None None False None False 407649.375 0 3287881 114255 None PWD SR VOL III 2023-24 (It.No.4.17, P.No 26) Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 430.0 False None None False None False 1155388.5 0 3287882 114255 None PWD SR VOL III 2023-24 (It. No.16.28, P.No 149) CEMENT CONCRETE PAVEMENT 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, 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, equipment etc., complete. as per the directions of the Engineer-in-charge of the work Cum 7091.7 7091.7 258.0 False None None False None False 1829658.6 0 3287889 114255 None PWD SR VOL III 2023-24 (It.No.4.1, P.No 23) Granular Sub-Base A.Plant Mix Method 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 (V) For Grading -V Material - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 2611.5 2611.5 236.24 False None None False None False 616940.76 0 3287890 114255 None PWD SR VOL III 2023-24 (It No 4.17 & P.No 26) Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 196.88 False None None False None False 529006.716 0 3287883 114255 None PWD SR VOL III 2023-24 (It.No.16.15, P.No 146) Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 8355.9 8355.9 7.5 False None None False None False 62669.25 0 3287891 114255 None PWD SR VOL III 2023-24 (It No 5.1 & P.No 31) Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including leaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. Sqm 43.05 43.05 787.5 False None None False None False 33901.875 0 3287892 114255 None PWD SR VOL III 2023-24 (It No 5.6 (i)-C & P.No 32) Bituminous Macadam Grading - I for traffic less 20 MSA Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% 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 7835.1 7835.1 39.38 False None None False None False 308546.238 0 3287893 114255 None PWD SR VOL III 2023-24 (It No 5.3 & P.No 31) 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 Sqm 12.6 12.6 787.5 False None None False None False 9922.5 0 3287894 114255 None PWD SR VOL III 2023-24 (It No 5.31 & P.No 43) Semi Dense Bituminous Concrete 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 19.69 False None None False None False 209887.524 0 3287895 114255 None PWD SR VOL III 2023-24 (It No 8.6(iv) & P.No 64) 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 mmthickness 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. (iv) 60 cm equilateral triangle Each 3784.2 3784.2 6.0 False None None False None False 22705.2 0 3287896 114255 None PWD SR VOL III 2023-24 (It No 8.6(viii) & P.No 65) 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 mmthickness 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. (viii) 60 cm circular Coil 4566.45 4566.45 6.0 False None None False None False 27398.7 0 3287897 114255 None PWD SR VOL III 2023-24 (It.No.8.16(ii), P.No 67) Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) Each 3073.35 3073.35 1.0 False None None False None False 3073.35 0 3287898 114255 None PWD SR VOL III 2023-24 (It.No.8.16(iii), P.No 67) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii) 200 m stone (precast) Each 884.1 884.1 4.0 False None None False None False 3536.4 0 3287899 114255 None PWD SR VOL III 2023-24 (It No 8.18 & P.No 67) Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 785.4 785.4 20.0 False None None False None False 15708.0 0 3287900 114255 None PWD SR VOL III 2023-24 (It No 13.14 & P.No 123) Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. Sqm 88.2 88.2 12.8 False None None False None False 1128.96 0 3287901 114255 None PWD SR VOL III 2023-24 (It No 8.15 & P. No 67) Road marking with hot applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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. Sqm 556.5 556.5 42.0 False None None False None False 23373.0 0 3287902 114255 None PWD SR VOL III 2023-24 (It No 8.54 & P.No 78) 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. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1718346642000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1718346642000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1718346642000 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 1718346642000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1718346642000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1718360491000 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 1718360498000 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 1718360507000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1718360516000 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 1718360524000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1718360530000 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 1718360535000 0 None None ELIGIBILITY Bidders are advised to note that, 18% GST will be added to the contract amount. None 1718360542000 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 1718360548000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected None 1718360554000 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 1718360569000 0 None None ELIGIBILITY The work should be completed in 06 (Six) Months ( including monsoon) None 1718360583000 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 1718360591000 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 Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None 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 Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference 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 its name should have in the last five years i.e. 2019-20, 2020-21, 2021-22, 2022-23 to 2023-24 (b) Mandating satisfactory completion as a prime contractor for at least one similar work to an extent of 50% of the cost of the work i.e., Rs: 41.69 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.(2019-20, 2020-21, 2021-22, 2022-23 to 2023-24) (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) (1) Earthwork excavation /Subgrade/Embankment : 1510.00 cum (2) GSB :395.00 cum(3)WMM/WBM: 502.00 CUM.(4)PCC/RCC:35.00 cum (5)BM/BT/SDBC:47.00 Cum (6)STEEL: 5549.00 Kg Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.3 (b). Liquid assets and or availability ofcredit facilities of not less than Rs. 25.01 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 To qualify for award of this contract, each tenderer in its name should have in the last five years i.e. 2019-20, 2020-21, 2021-22, 2022-23 to 2023-24 (a) achieved in at least two financial years and average financial turnover (in all classes of civil engineering construction works only) not less than the estimated annual payments under this contract i.e., Rs. 83.38 Lakhs Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover
tenderCriterionDocumentList	documentName optional documentTypeText PWD Registration Certificate True Technical Bid Annual Turnover Certificate Not below the rank of Chartered Accountant with UDI Number True Technical Bid Similar nature of single work done certificate True Technical Bid Quantity wise workdone certificate True Technical Bid Line of credit / Bankers certificate True Technical Bid Assesed tender capacity / Bid capacity True Technical Bid Existing commitments or Ongoing works True Technical Bid Any other relevant documents True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None