createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1717661598015 version 8 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 4230.00 emd 254000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 21-06-2024 16:00:54 tenderQueryClose 20-06-2024 10:30:24 technicalBidOpen 24-06-2024 10:00:04 publishedDate 13-06-2024 11:14:04 publishedByPost KRRDA_EE_DIV_RCR publishedByUser KPE10482 - MENAKA PATEL bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 19-06-2024 10:26:23 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Annapurna 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 None mobileNumber 9986808194 tenderSupplierList None
tenderSchedule	createdTs 1717661598048 version 8 createdDate None modifiedDate None tenderNumber KRRDA/2024-25/RD/WORK_INDENT74 title Construction of Road from Gajjebhavi to Shakapur in Deodurga Taluk of Raichur District description Construction of Road from Gajjebhavi to Shakapur in Deodurga Taluk of Raichur District category WORKS categoryText Works ecv 16897384.74 deptName Karnataka Rural Road Development Agency status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2703 locationName KRRDA Division Office Raichur provisionalAmount 20000000.0 groupOverheadTotal None fileNumber PMGSY/2023-24/KKRDB/DEO1
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1717661598000 0 None None Roads Construction of Road from Gajjebhavi to Shakapur in Deodurga Taluk of Raichur District 16897384.74 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3235877 111857 None code01 CONSTRUCTION OF CC ROAD :- 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. (iii) By Mechanical Means using Dozer, ( A )In area of light jungle Hectare 412.65 412.65 0.27 False None None False None False 111.4155 0 3235878 111857 None code02 Construction of unlined surface drains of average cross- sectional 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. Surface Drains in Soil By Mechanical Means Mtr 26.25 26.25 2370.0 False None None False None False 62212.5 0 3235879 111857 None code03 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Cum 89.25 89.25 142.5 False None None False None False 12718.125 0 3235880 111857 None code04 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 1608.86 False None None False None False 177376.815 0 3235881 111857 None code05 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. with Material Obtained from Roadway Cutting (Available earth ) Cum 124.95 124.95 1090.5 False None None False None False 136257.975 0 3235882 111857 None code06 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 5801.31 False None None False None False 3003048.1215 0 3235883 111857 None code07 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Specification Clause 401. For Grading VI Material Cum 2659.65 2659.65 1272.0 False None None False None False 3383074.8 0 3235884 111857 None code08 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Water Bound Macadam Mechanical means Using Screening Crushable type such as Moorum or Gravel, Grading-I (63 mm to 45 mm) Cum 2272.2 2272.2 337.5 False None None False None False 766867.5 0 3235885 111857 None code09 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Water Bound Macadam Mechanical means Using Screening Crushable type such as Moorum or Gravel, Grading-II (53 mm to 22.4 mm) Cum 2198.7 2198.7 337.5 False None None False None False 742061.25 0 3235886 111857 None code10 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. Prime Coat over WMM/WBM Sqm 43.05 43.05 4500.0 False None None False None False 193725.0 0 3235887 111857 None code11 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 Tack coat on Bituminous surface Sqm 14.7 14.7 4500.0 False None None False None False 66150.0 0 3235888 111857 None code12 Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller, finished to required level and grades. Sqm 156.45 156.45 4500.0 False None None False None False 704025.0 0 3235889 111857 None code13 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30 Seal Coat Case - I : Type A Premix Sand Seal coat Sqm 54.6 54.6 4500.0 False None None False None False 245700.0 0 3235890 111857 None code14 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary Kilometer Stone (Precast) Each 3073.35 3073.35 2.0 False None None False None False 6146.7 0 3235891 111857 None code15 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) Each 884.1 884.1 4.0 False None None False None False 3536.4 0 3235892 111857 None code16 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Boundary Pillar / Guard Stone Each 785.4 785.4 40.0 False None None False None False 31416.0 0 3235893 111857 None code17 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. Retro-Reflectorised Traffic Signs, 90 cm equilateral triangle Each 4918.2 4918.2 3.0 False None None False None False 14754.6 0 3235894 111857 None code18 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Direction and Place Identification Signs upto 0.9 m2 Size Board. Sqm 9460.5 9460.5 2.7 False None None False None False 25543.35 0 3235895 111857 None code19 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 long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. 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 3235896 111857 None code20 CONSTRUCTION OF CC PAVEMENT :- Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Specification Clause 401. For Grading VI Material Cum 2659.65 2659.65 130.5 False None None False None False 347084.325 0 3235897 111857 None code21 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Water Bound Macadam Mechanical means Using Screening Crushable type such as Moorum or Gravel, Grading-I (63 mm to 45 mm) Cum 2272.2 2272.2 97.88 False None None False None False 222402.936 0 3235898 111857 None code22 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, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. No 7091.7 7091.7 174.0 False None None False None False 1233955.8 0 3235899 111857 None code23 CONSTRUCTION OF PIPE CULVERT 1000 MM DIA ONE VENT:- Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Ordinary soil upto 3 m depth Cum 107.1 107.1 50.73 False None None False None False 5433.183 0 3235900 111857 None code24 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 machinery, 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 6767.57 6767.57 2.67 False None None False None False 18069.4119 0 3235901 111857 None code25 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. (The cost of steel reinforcement & formwork to be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 7236.52 7236.52 20.52 False None None False None False 148493.3904 0 3235902 111857 None code26 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. 21kg/cum, 8T @ 0.2m C/C) MT 90990.9 90990.9 0.23 False None None False None False 20927.907 0 3235903 111857 None code27 Providing and laying reinforced cement concrete pipe NP3 of 1000 mm dia 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. Mtr 8355.9 8355.9 7.5 False None None False None False 62669.25 0 3235904 111857 None code28 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. Cum 497.7 497.7 29.17 False None None False None False 14517.909 0 3235905 111857 None code29 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Cum 1226.4 1226.4 10.18 False None None False None False 12484.752 0 3235906 111857 None code30 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Cum 2007.6 2007.6 5.07 False None None False None False 10178.532 0 3235907 111857 None code31 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum 2007.6 2007.6 7.2 False None None False None False 14454.72 0 3235908 111857 None code32 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. Cum 6193.95 6193.95 2.39 False None None False None False 14803.5405 0 3235909 111857 None code33 CONSTRUCTION OF PIPE CULVERT 1000 MM DIA TWO VENT:- Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Ordinary soil upto 3 m depth Cum 107.1 107.1 76.87 False None None False None False 8232.777 0 3235910 111857 None code34 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 machinery, 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 6767.57 6767.57 3.7 False None None False None False 25040.009 0 3235911 111857 None code35 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. (The cost of steel reinforcement & formwork to be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 7236.52 7236.52 27.67 False None None False None False 200234.5084 0 3235912 111857 None code36 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. 21kg/cum, 8T @ 0.2m C/C) MT 90990.9 90990.9 0.58 False None None False None False 52774.722 0 3235913 111857 None code37 Providing and laying reinforced cement concrete pipe NP3 of 1000 mm dia 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. Mtr 8355.9 8355.9 15.0 False None None False None False 125338.5 0 3235914 111857 None code38 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. Cum 497.7 497.7 59.44 False None None False None False 29583.288 0 3235915 111857 None code39 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Cum 1226.4 1226.4 17.38 False None None False None False 21314.832 0 3235916 111857 None code40 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Cum 2007.6 2007.6 7.35 False None None False None False 14755.86 0 3235917 111857 None code41 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum 2007.6 2007.6 7.2 False None None False None False 14454.72 0 3235918 111857 None code42 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. Cum 6193.95 6193.95 3.04 False None None False None False 18829.608 0 3235919 111857 None code43 CONSTRUCTION OF 500 MM DIA FIELD CULVERTS ( BURIED CONDUITS) :- Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Ordinary soil upto 3 m depth Cum 107.1 107.1 20.01 False None None False None False 2143.071 0 3235920 111857 None code44 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 machinery, 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 6767.57 6767.57 2.65 False None None False None False 17934.0605 0 3235921 111857 None code45 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. (The cost of steel reinforcement & formwork to be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 7236.52 7236.52 17.06 False None None False None False 123455.0312 0 3235922 111857 None code46 Laying Cement Concrete Pipe NP3 500mm dia (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets Mtr 2721.6 2721.6 30.0 False None None False None False 81648.0 0 3235923 111857 None code47 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. Cum 497.7 497.7 72.0 False None None False None False 35834.4 0 3235924 111857 None code48 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Cum 1226.4 1226.4 11.56 False None None False None False 14177.184 0 3235925 111857 None code49 CONSTRUCTION OF BOX CULVERT 3 X 3, 4 VENT:- Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Ordinary soil upto 3 m depth Cum 107.1 107.1 563.05 False None None False None False 60302.655 0 3235926 111857 None code50 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 machinery, 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 39.98 False None None False None False 251412.231 0 3235927 111857 None code51 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 119.01 False None None False None False 800247.042 0 3235928 111857 None code52 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 machinery, 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6652.8 6652.8 99.9 False None None False None False 664614.72 0 3235929 111857 None code53 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. MT 90990.9 90990.9 18.68 False None None False None False 1699710.012 0 3235930 111857 None code54 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. Cum 497.7 497.7 405.0 False None None False None False 201568.5 0 3235931 111857 None code55 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Cum 1226.4 1226.4 225.0 False None None False None False 275940.0 0 3235932 111857 None code56 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Cum 2007.6 2007.6 24.66 False None None False None False 49507.416 0 3235933 111857 None code57 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum 2007.6 2007.6 48.0 False None None False None False 96364.8 0 3235934 111857 None code58 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications Mtr 2445.45 2445.45 47.4 False None None False None False 115914.33 0 3235935 111857 None code59 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Cum 12426.75 12426.75 15.0 False None None False None False 186401.25 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1717661599000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1717661599000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1717661599000 1 None None ELIGIBILITY Other documents as per Kw4 None 1717661599000 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 1717661599000 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 1717661688000 0 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 1717661718000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1717661725000 0 None None ELIGIBILITY Royalty Charges will be Deducted in every bill of contract as per rules None 1717661731000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1717661738000 0 None None ELIGIBILITY Financial year will be reckoned as the period between first day of April and thirty first day of March of succeeding year (Both Days inclusive) None 1717661748000 0 None None ELIGIBILITY As per Karnataka State Government Order LD/300/LET /2006 Bangalore dated 01.01.2007 and Government Letter No PW/134/BMS/2007 dated27.07.2007, a sum Amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1717661761000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1717661769000 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 1717661778000 0 None None ELIGIBILITY All materials required for the work, shall be procured by the Tenderer himself and should be got tested by the quality control authorities at his own cost before use on work. None 1717661785000 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 1717661792000 0 None None ELIGIBILITY Tenderer shall obtain the work done certificate in the prescribed Format from the competent authority not below the rank of Executive Engineer (District Level Officer) and scan the original certificates and attach the scanned file to the tender. The original certificate shall be produced at the time of opening of Technical Bids for physical verification. None 1717661798000 0 None None ELIGIBILITY The Item Rates quoted shall include cost of Royalty charges on constructive materials & other taxes as per the rates prevailing Government Orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading with all leads and lifts, labour, hire charges of machinery & equipment etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer- in-charge of the work. None 1717661813000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder. None 1717661831000 0 None None ELIGIBILITY WHEN THE CONTRACT MANAGEMENT BECOMES OPERATIONAL THE BIDDER SHALL PAY AN AMOUNT EQUIVALENT TO THE TENDER PROCESSING FEE None 1717661847000 0 None None ELIGIBILITY The contractor shall furnish an affidavit stating that the exiting commitments, Furnished are true & if found false action may be taken as per Rules. None 1717661859000 0 None None ELIGIBILITY Any dispute or difference or claim arising out of, or in connection with, or relating to the present contract or the breach, termination or invalidity thereof shall be referred and settled under the Arbitration Centre - Karnataka (Domestic & International) Rules 2012, by one or more arbitrators appointed in accordance with its rules None 1717661869000 0 None None ELIGIBILITY Defect and liability period 1 (One) years from date of completion of this work None 1717661883000 0 None None ELIGIBILITY Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24 in the Technical Qualification Criteria mentioned in the next section. None 1717661893000 1 None None ELIGIBILITY The period for completion of work is 09 (Nine) months including the monsoon season. None 1717661920000 0 None None ELIGIBILITY 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 work, if work is awarded. None 1717661927000 0 None None ELIGIBILITY Name, Address, telephone No., Fax No., and email ID of the Tenderers Bankers None 1717661934000 0 None None ELIGIBILITY The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion. None 1717661940000 0 None None ELIGIBILITY Latest Income Tax Clearance Certificate None 1717661946000 0 None None ELIGIBILITY Assessed Tender Capacity shall be more than the Tendered Amount None 1717661954000 0 None None ELIGIBILITY Information on works for which Tenders have been submitted and works which are yet None 1717661960000 0 None None ELIGIBILITY Report on the financial standing of the tenderer,such as profit and loss statements and auditors report for the last five years None 1717661966000 0 None None ELIGIBILITY Maximum of civil Engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. (Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24) None 1717662006000 0 None None ELIGIBILITY If any damage Occurs during construction of work contractor should pay the expenditure None 1717662020000 0 None None ELIGIBILITY If contractor claims less than the amount put to tender, the contractor has to pay less DD in the name of Executive Engineer, Project Division, Raichur from the Nationalized bank and to upload the scan copy. If not uploaded tenderer will be rejected None 1717662031000 0 None None ELIGIBILITY Contractor will be dis-qualified if, Made misleading or false representations in the forms, statements and attachments submitted in proof of the qualification requirements: None 1717662038000 0 None None ELIGIBILITY Contractor will be dis-qualified if, Record of poor performance such as abandoning the works, not properly completing the contract, inordinate delays in completion, litigation history, or financial failures etc. None 1717662044000 0 None None ELIGIBILITY Contractor will be dis-qualified if, Participated in the previous Tender for the same work and had quoted unreasonably high tender prices and could not furnish rational justification. None 1717662050000 0 None None ELIGIBILITY The additional Performance Security for unbalanced bids of Contract is repaid to the Contractor when the construction work is complete. None 1717662057000 0 None None ELIGIBILITY Security deposit deducted from each bill will be returned to the contractor after the completion of work, and Performance Security Deposit (Submitted during LOA) will be return after the DLP period i.e., one year after completion. None 1717662067000 0 None None ELIGIBILITY Conditional LOC (Line of Credit) not allowed None 1717662081000 0 None None ELIGIBILITY Field Lab / Mobile Lab is compulsory for above 1 crore road works None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 works for which tenders already submitted None None None None None None Banker Details for reference 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 Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract Rs.337.95 Lakhs (usually not less than the estimated cost under this contract) To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., (2019-20 to 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Mandating satisfactory completion as a prime contractor for at least one similar work amounting Rs.84.49 lakhs ( to an extent of 50% of the cost of the work, for all works consisting upto and Rs. 100.00 Lakh.)To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., (2019-20 to 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the following minimum quantities of work as per bid document. (80% of peak rate of construction) To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., (2019-20 to 2023-24)Earth work excavation:682.53 cum,Subgrade and shoulders or Embankment:5965.90 ,cum,GSB:1122.00 Cum,WBM: 618.30 cum, BT :3600 sqmt,CC: 422.07 cum,Steel: 15.592 MT Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Liquid assets and /or availability of credit facilities of no less than Rs. 56.33 Lakhs. (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc. (usually the equivalent of the estimated cash flow for three months in the peak construction period) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Total value of civil engineering works executed and payments received in the last five years (year-wise) To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., (2019-20 to 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None List of existing commitments and ongoing works, To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., (2019-20 to 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate 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 work, if work is awarded. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Satisfactory Performance Certificate None None None None Tenderer should be a Registered PWD Class-2 & above Contractor Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Construction equipment owned by the tenderer is not required for this tender as per govt order Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- vehicle documents None None None None Other Document as per KW-4 Others Bid Document createdTs version createdDate modifiedDate documentName None None None None Others -- As per Bid document
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Registration Certificate Class-2 & Above True Technical Bid Work Done Certificate True Technical Bid Other documents as per KW-4 bid document True Technical Bid LOC / Banker Certificate True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1718088722000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer, Project Division, Raichur street None city Raichur state Karnataka pin 584101
tenderRecallDTO	None