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noticeInvitingTenderDTO	createdTs 1726052996551 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 1265000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 23-09-2024 16:00:00 tenderQueryClose 21-09-2024 17:30:00 technicalBidOpen 24-09-2024 16:30:00 publishedDate 13-09-2024 18:28:25 publishedByPost PWD_EE_DIV_SED publishedByUser KPE14118 - DASHWANTH L GAJRE bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 20-09-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson SRI SHEKHAPPA TAMDADDI 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 08441276278 mobileNumber 9901098011 tenderSupplierList None
tenderSchedule	createdTs 1726052996908 version 4 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT13869 title Construction of Road from Koradampalli Village to Buragpalli (Via - Iragapalli) in Chincholi Taluka Under KKRDB Mega Micro for the year 2023-24 description Construction of Road from Koradampalli Village to Buragpalli (Via - Iragapalli) in Chincholi Taluka Under KKRDB Mega Micro for the year 2023-24 category WORKS categoryText Works ecv 84314679.46 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1690 locationName PWD Division Office Sedam provisionalAmount 99500000.0 groupOverheadTotal 0.0 fileNumber PWD/SD/Cnch/Est/Bhunyar/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726052997000 0 None None Roads Construction of Road from 0.00 to 5.330 Km and 6.60 to 7.50 65881862.07 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3959217 153415 None Vol-III, 2023-24 Item No. 2.5 (ii) b. Pg. No. 09 Clearing and Grubbing Road Land. 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. By Mechanical Means using Dozer. In area of light jungle. 100 Sqm 508.2 508.2 354.24 False None None False None False 180024.768 0 3959218 153415 None Vol-III, 2023-24 Item No. 3.5 Pg. No. 017 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead By Mechanical Means using Hydraulicexcavator. Sqm 6.3 6.3 9993.75 False None None False None False 62960.625 0 3959219 153415 None Vol-I, 2023-24 Item No. 1.14 Pg. No. 8 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. Cum 107.1 107.1 10559.55 False None None False None False 1130927.805 0 3959220 153415 None Vol-I, 2023-24 Item No. 1.7 Pg. No. 7 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. Cum 124.95 124.95 3917.55 False None None False None False 489497.8725 0 3959221 153415 None Vol-I, 2023-24 Item No. 1.8 Pg. No. 07 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or priorexcavation 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 1378.95 False None None False None False 686303.415 0 3959222 153415 None Vol-III, 2023-24 Item No. 3.6 Pg. No. 017 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 26512.74 False None None False None False 13724319.861 0 3959223 153415 None Vol-III, 2023-24 Item No. 4.2.B (v) Pg. No. 23 Granular Sub-Base. By Mix in Place Method. 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 For Grading -V Material 401. Cum 2476.95 2476.95 7695.75 False None None False None False 19061987.9625 0 3959224 153415 None Vol-III, 2023-24 Item No. 4.17 Pg. 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 4732.5 False None None False None False 12715990.875 0 3959225 153415 None Vol-III, 2023-24 Item No. 5.1 (A) (i) Pg. No.31 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. Sqm 43.05 43.05 23662.5 False None None False None False 1018670.625 0 3959226 153415 None Vol-III, 2023-24 DSR Item No. 5.3 (i) Pg. No. 31 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 23662.5 False None None False None False 298147.5 0 3959227 153415 None Vol-III, 2023-24 DSR Item No. 5.8 (ii) C Pg. No.33 Bituminous Macadam Grading - II for traffic less than 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 @ 3.4% 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 8044.05 8044.05 1183.13 False None None False None False 9517156.8765 0 3959228 153415 None Vol-III, 2023-24 Item No. 5.31 Pg. 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 10659.6 591.57 False None None False None False 6305899.572 0 3959229 153415 None Vol-III, 2023-24 Item No. 8.5 A(iv) Pg. No. 64 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorisedcautionary, mandatory and informatory sign as per IRC:67 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium cmposite material sheet depending on the size of the sign fixed over the bac support rame 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 eans 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 Nos 3754.8 3754.8 12.0 False None None False None False 45057.6 0 3959230 153415 None Vol-III, 2023-24 DSR Item No. 8.7 Pg. No. 65 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 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 fixd 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 asper approved drawing Sqm 9460.5 9460.5 3.24 False None None False None False 30652.02 0 3959231 153415 None Vol-III, 2023-24 DSR Item No. 8.15. Pg. No. 67 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 556.5 556.5 36.0 False None None False None False 20034.0 0 3959232 153415 None Vol-III, 2023-24 Item No. 8.43 Pg. No.74 Traffic Signages & Other Appurtenant Works. Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment. Nos 383.25 383.25 240.0 False None None False None False 91980.0 0 3959233 153415 None Vol-III, 2022 Item No. 8.16.(ii) Pg. No. 67 Kilometre Stone. 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 8.0 False None None False None False 24586.8 0 3959234 153415 None Vol-III, 2023-24 Item No. 8.16.(iii) Pg. No. 67 Kilometre Stone. reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone (precast). Each 884.1 884.1 29.0 False None None False None False 25638.9 0 3959235 153415 None Vol-I, 2023-24 Item No. 42 Pg. No. 129 Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW, taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line, encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain Existing Alignment. Km 44100.0 44100.0 7.5 False None None False None False 330750.0 0 3959236 153415 None Vol-I, 2023-24 Item No. 25 Pg. No. 127 Preparation of detailed Plans and Estimates of road including typing in 5 copies, ammonia prints, with colouring of plans, proper filing, indexing and paging etc. complete and all types of compliance, if required from Department. Km 16170.0 16170.0 7.5 False None None False None False 121275.0 0 1726052997000 0 None None Roads Box Culvert 3M x 3M - 6 VENT at Ch. 1.860 Km 6635304.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3959237 153416 None Vol-III, 2023-24 Item No. 2.8 (II).a Pg. No. 10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical Means, Cement Concrete Grade M-15 & M-20. Cum 754.95 754.95 38.24 False None None False None False 28869.288 0 3959238 153416 None Vol-III, 2023-24 Item No. 2.17 (IX).A. Pg. No. 11 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works Upto 600 mm dia. m 1004.85 1004.85 82.5 False None None False None False 82900.125 0 3959239 153416 None Vol-I, 2023-24 Item No. 1.14.1 Pg. No. 8 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. In all kinds of soils Depth upto 3 m. Cum 107.1 107.1 1062.57 False None None False None False 113801.247 0 3959240 153416 None Vol-I, 2023-24 Item No. 1.15.2 Pg. No. 8 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. In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m.q Cum 446.25 446.25 31.97 False None None False None False 14266.6125 0 3959241 153416 None Vol-I, 2023-24 Item No. 2.1.3 Pg. 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. Mix 1:3:6 Using 40 mm and down size graded crushed coarse aggregates. Cum 6602.87 6602.87 42.84 False None None False None False 282866.9508 0 3959242 153416 None Vol-I, 2023-24 Item No. 2.1.6 Pg. No.15 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 7866.18 7866.18 38.27 False None None False None False 301038.7086 0 3959243 153416 None Vol-I, 2023-24 Item No. 2.11.h Pg. 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. Tonne 90754.65 90754.65 22.03 False None None False None False 1999324.9395 0 3959244 153416 None Vol-I, 2023-24 Item No. 2.4.3 Pg. No. 16 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7983.36 7983.36 169.26 False None None False None False 1351263.5136 0 3959245 153416 None Vol-I, 2023-24 Item No. 2.3.1 Pg. No. 16 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 aggregatesM20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7966.98 7966.98 111.64 False None None False None False 889433.6472 0 3959246 153416 None Vol-III, 2023-24 Item No. 13.5 Pg. No. 121 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre 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 2377.2 2377.2 48.92 False None None False None False 116292.624 0 3959247 153416 None Vol-III, 2023-24 Item No. 12.1 Pg. No.117 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications m 138.00 Note 1. In case of stone masonry, t. Nos / Mtr 144.9 144.9 160.0 False None None False None False 23184.0 0 3959248 153416 None Vol-III, 2023-24 Item No. 13.8 Pg. No. 121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 7151.55 7151.55 5.78 False None None False None False 41335.959 0 3959249 153416 None Vol-III, 2022 Item No. 13.9 Pg. No. 122 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 17.35 False None None False None False 215604.1125 0 3959250 153416 None Vol-I, 2023-24 Item No. 1.8 Pg. No. 07 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or priorexcavation 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 88.7 False None None False None False 44145.99 0 3959251 153416 None Vol-I, 2023-24 Item No. 14.9 Pg. No.130 Flexible Apron. Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Cum 2151.45 2151.45 76.54 False None None False None False 164671.983 0 3959252 153416 None Vol-I, 2023-24 Item No. 14.1 Pg. No.129 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 19.13 False None None False None False 38405.388 0 3959253 153416 None Vol-I, 2023-24 Item No. 1.14.1 Pg. No. 8 DIVERSION ROAD: 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. In all kinds of soils Depth upto 3 m. Cum 107.1 107.1 13.5 False None None False None False 1445.85 0 3959254 153416 None Vol-I, 2023-24 Item No. 2.1.3 Pg. 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. Mix 1:3:6 Using 40 mm and down size graded crushed coarse aggregates. Cum 6602.87 6602.87 3.38 False None None False None False 22317.7006 0 3959255 153416 None Vol-II, 2023-24 Item No. 5.1.1 Pg. No.9 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). Cum 5891.55 5891.55 27.0 False None None False None False 159071.85 0 3959256 153416 None Vol-III, 2023-24 Item No. 16.17 Pg. No.147 Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia 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 38.5 False None None False None False 104781.6 0 3959257 153416 None Vol-I, 2023-24 Item No. 1.8 Pg. No. 07 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or priorexcavation 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 497.7 497.7 310.5 False None None False None False 154535.85 0 3959258 153416 None Vol-I, 2023-24 Item No. 1.14.1 Pg. No. 8 PROTECTION WALL: 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. In all kinds of soils Depth upto 3 m. Cum 107.1 107.1 42.0 False None None False None False 4498.2 0 3959259 153416 None Vol-I, 2023-24 Item No. 2.1.3 Pg. 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. Mix 1:3:6 Using 40 mm and down size graded crushed coarse aggregates. Cum 6602.87 6602.87 8.4 False None None False None False 55464.108 0 3959260 153416 None Vol-I, 2023-24 Item No. 2.11.h Pg. 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. Tonne 90754.65 90754.65 0.91 False None None False None False 82586.7315 0 3959261 153416 None Vol-I, 2023-24 Item No. 2.3.1 Pg. No. 16 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 aggregatesM20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7303.07 7303.07 46.2 False None None False None False 337401.834 0 3959262 153416 None Vol-III, 2023-24 Item No. 12.1 Pg. No.117 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications m 138.00 Note 1. In case of stone masonry, t. Nos 144.9 144.9 40.0 False None None False None False 5796.0 0 1726052997000 0 None None Roads CC Road in Iragapalli Village Limit Rom Ch. 5.330 to 5.600 Km 2215042.2 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3959263 153417 None Vol-III, 2023-24 Item No. 3.6 Pg. No. 017 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 517.65 517.65 702.0 False None None False None False 363390.3 0 3959264 153417 None Vol-III, 2023-24 Item No. 4.2.B (v) Pg. No. 23 Granular Sub-Base. By Mix in Place Method. 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 For Grading -V Material 401. Cum 2476.95 2476.95 108.0 False None None False None False 267510.6 0 3959265 153417 None Vol-III, 2023-24 Item No. 4.17 Pg. 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 2686.95 162.0 False None None False None False 435285.9 0 3959266 153417 None Vol-III, 2022 Item No. 16.28 Pg. No. 149 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 7091.7 162.0 False None None False None False 1148855.4 0 1726052997000 0 None None Roads Construction of CC road at Approaches of BCB of Mullamari River From CH 6.00 to 6.250km and Ch 6.370 to 6.60km 4779115.18 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3959267 153418 None Vol-III, 2023-24 Item No. 3.6 Pg. No. 017 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 517.65 517.65 736.0 False None None False None False 380990.4 0 3959268 153418 None Vol-III, 2023-24 Item No. 4.2.B (v) Pg. No. 23 Granular Sub-Base. By Mix in Place Method. 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 For Grading -V Material 401. Cum 2476.95 2476.95 192.0 False None None False None False 475574.4 0 3959269 153418 None Vol-III, 2023-24 Item No. 4.17 Pg. 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 2686.95 288.0 False None None False None False 773841.6 0 3959270 153418 None Vol-I, 2023-24 Item No. 2.11.h Pg. 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. Tonne 90754.65 90754.65 12.19 False None None False None False 1106299.1835 0 3959271 153418 None Vol-III, 2022 Item No. 16.28 Pg. No. 149 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 7091.7 288.0 False None None False None False 2042409.6 0 1726052997000 0 None None Roads Construction of Protection Wall from Ch. 6.200 to 6.250 Km. Iragapalli Side & Ch. 6.370 to 6.600 Km. Buragapalli Side an Either Side of BCBat Approaches of BCB of Mullamari River from Ch. 6.370 to 6.600 Km. 3240008.57 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3959272 153419 None Vol-I, 2023-24 Item No. 1.14.1 Pg. No. 8 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. In all kinds of soils Depth upto 3 m. Cum 107.1 107.1 480.0 False None None False None False 51408.0 0 3959273 153419 None Vol-I, 2023-24 Item No. 2.1.3 Pg. 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. Mix 1:3:6 Using 40 mm and down size graded crushed coarse aggregates. Cum 6602.87 6602.87 72.0 False None None False None False 475406.64 0 3959274 153419 None Vol-I, 2023-24 Item No. 2.11.h Pg. 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. Tonne 82961.55 82961.55 6.95 False None None False None False 576582.7725 0 3959275 153419 None Vol-I, 2023-24 Item No. 2.3.1 Pg. No. 16 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 aggregatesM20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7303.07 7303.07 288.0 False None None False None False 2103284.16 0 3959276 153419 None Vol-III, 2023-24 Item No. 12.1 Pg. No.117 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications m 138.00 Note 1. In case of stone masonry, t. Nos / Mtr 144.9 144.9 230.0 False None None False None False 33327.0 0 1726052997000 0 None None Roads Single vent pipe culvert at 2.820km, 3.350km and 3.500km, (3 Nos.) 917172.56 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3959277 153420 None Vol-III, 2023-24 Item No. 2.8 (II).a Pg. No. 10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical Means, Cement Concrete Grade M-15 & M-20. Cum 754.95 754.95 24.84 False None None False None False 18752.958 0 3959278 153420 None Vol-III, 2023-24 Item No. 2.17 (IX).A. Pg. No. 11 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works Upto 600 mm dia. Mtr 1004.85 1004.85 45.0 False None None False None False 45218.25 0 3959279 153420 None Vol-I, 2023-24 Item No. 1.14 Pg. No. 8 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. In all kinds of soils Depth upto 3 m. Cum 107.1 107.1 154.84 False None None False None False 16583.364 0 3959280 153420 None Vol-I, 2023-24 Item No. 2.1.3 Pg. 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. Mix 1:3:6 Using 40 mm and down size graded crushed coarse aggregates. Cum 6587.9 6587.9 17.82 False None None False None False 117396.378 0 3959281 153420 None Vol-III, 2023-24 Item No. 16.15.b Pg. 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. Mtr 8355.9 8355.9 22.5 False None None False None False 188007.75 0 3959282 153420 None Vol-I, 2023-24 Item No. 2.11.h Pg. 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. Tonne 82961.6 82961.6 1.01 False None None False None False 83791.216 0 3959283 153420 None Vol-I, 2023-24 Item No. 2.3.1 Pg. No. 16 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, 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 and down size graded crushed coarse aggregates. Cum 7144.99 7144.99 60.42 False None None False None False 431700.2958 0 3959284 153420 None Vol-I, 2022 Item No. 1.8 Pg. No. 07 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or priorexcavation 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 31.59 False None None False None False 15722.343 0 1726052997000 0 None None Roads Head wall rising at Ch. 0.310 Km, 0.415 Km, 2.60 Km, 4.300 Km and 4.730 Km (5 Nos.) 261503.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3959285 153421 None Vol-I, 2023-24 Item No. 2.11.h Pg. 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. Tonne 82961.6 82961.6 1.03 False None None False None False 85450.448 0 3959286 153421 None Vol-I, 2023-24 Item No. 2.3.1 Pg. No. 16 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, 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 and down size graded crushed coarse aggregates. Cum 7144.99 7144.99 24.64 False None None False None False 176052.5536 0 1726052997000 0 None None Roads Field Approaches (6 Nos.) 384671.08 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3959287 153422 None Vol-I, 2023-24 Item No. 1.14 Pg. No. 8 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. In all kinds of soils Depth upto 3 m. Cum 107.1 107.1 31.46 False None None False None False 3369.366 0 3959288 153422 None Vol-I, 2023-24 Item No. 2.1.3 Pg. 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. Mix 1:3:6 Using 40 mm and down size graded crushed coarse aggregates. Cum 6587.9 6587.9 3.87 False None None False None False 25495.173 0 3959289 153422 None Vol-III, 2023-24 Item No. 20.16 (C) Pg. No.135 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. 750mm dia. Mtr 3501.75 3501.75 30.0 False None None False None False 105052.5 0 3959290 153422 None Vol-I, 2023-24 Item No. 2.3.1 Pg. No. 16 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, 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 and down size graded crushed coarse aggregates. Cum 6955.3 6955.3 24.46 False None None False None False 170126.638 0 3959291 153422 None Vol-I, 2023-24 Item No. 1.8 Pg. No. 07 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or priorexcavation 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 497.7 497.7 162.0 False None None False None False 80627.4 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726053002000 1 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726053002000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726053002000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1726053002000 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 1726053002000 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 1726053275000 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 e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1726053283000 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 1726053317000 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 1726053322000 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 1726053326000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1726053330000 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 1726053335000 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 1726053340000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire commitment Agreement for the Machinery and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification. None 1726053344000 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 1726053348000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1726053353000 0 None None ELIGIBILITY The defect liability period for this work is 365 days None 1726053358000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing kppp portal. None 1726053363000 0 None None ELIGIBILITY The rates of all the items appeared in Bill of Quantities are inclusive of all leads and lifts None 1726053368000 0 None None ELIGIBILITY The contractor shall bound to comply the prevailing rules and regulations with regard to the EPF rules and any modifications before and after execution of agreement None 1726053372000 0 None None ELIGIBILITY After the award of the contract, the contractor has to furnish the details in respect of labour employed and the EPF details for this work in every RA bill None 1726053377000 0 None None ELIGIBILITY Bidders are advised to note that , 18% GST will be added to the contract amount. None 1726053383000 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 1726053394000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected. None 1726053404000 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 1726053503000 1 None None ELIGIBILITY The work should be completed in 09 (nine) Months ( including monsoon) None 1726053519000 0 None None ELIGIBILITY The star rates inrespect of specified materials ( Cement, Steel and Bitumen) shall be payable as per CIRCULAR NO.PWD 159 CRM 2009 Bangalore Dated 30.09.2010 None 1726053528000 0 None None ELIGIBILITY In respect of work costing more than Rs. 1.00 crore, the contractor shall establish field laboratory at his cost with requisite equipment or as stipulated in the Agreement. None 1726053598000 0 None None ELIGIBILITY The Tenderer shall furnish, as part of his tender, earnest money deposit in the amount as shown in column 4 of the Table of the IFT for this particular work.The Earnest Money Deposit Rs 12,65,000.00 Through e-payment OR it shall be in two parts. Part 1 Rs. 1,00,000 by epayment. Part 2 Rs 11,65,000 EMD shall be in favour of Executive Engineer PWD Division, Sedam , and may be in the form of Bankers Cheque/ Demand Draft/ Pay Order in favour of Executive Engineer, PWD Division, Sedam, payable at Sedam or cash orSpecified Small Savings Instruments pledged to the Executive Engineer, PWD Department, Sedam Division, Sedam or Bank Guarantee in the prescribed format obtained from any Nationalised/ Scheduled bank. The Part(2) of the EMD shall be delivered to the Executive Engineer before the prescribed date and time of opening of the technical Bids. Scanned Original of the The Part 2 of the EMD shall be uploaded alongwith the technical Bid None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None 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 turn over of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Statement on the Letter Head of the Tenderer None None None None 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 & 2023-24 b) Satisfactorily completed, as prime contractor, at least one similar work such as BT ROAD Work of value not less than Rs. 422.00 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 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 & 2023-24 c) Executed in any one year, the following minimum quantities of work: 1) Earth wrok/Emb/Subgrade 36972.00 Cum, 2) GSB 6397.00 Cum 3) WMM 4146.00 Cum, 4) BM/SDBC 1420.00 Cum 5) PCC/RCC 1103.00 Cum 6) Steel 36.00 Tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None a) Excavator JCB/Hitachi 1 Nos Own/Lease b) Vibratory road roller 1 No own c) Mechanical Grader 1 No own/lease d) Hot Mix Plant 40/60 TPH 1 No own e) Mechanical Paver Finisher 1 No own h) Tippers 2nos own 2 nos lease g) Water Tanker with sprayer 2No Lease h) Pug mill 1 No. Own/Lease Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information in Format-8 and scanned copies of the owership Documents & Hire commitment Agreements None None None None 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 & 2023-24 a) Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 1686.00 lakhs Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid Assets and /or availability of credit facilities of no less than Rs. 281.00 lakhs (Credit Lines/letter of credit/ certificates from the banks for meeting the fund requirement etc Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years. Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Latest Income Tax Clearance Certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Banker Details for reference Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Banker Details 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. Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Biodata of the personnel None None None None Assessed Tender Capacity shall be more than the Tendered Amount Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Assessement on the Letter Head of the Tenderer None None None None Information of the works for which Tender acceptance letters are received. Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-6 and Letter of Acceptance None None None None Information on works which are yet to be completed Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-5 and Certificates in Format-3 None None None None 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. Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- CPM/PERT Chart None None None None Value at 2023-24 price level, of existing commitments and on-going works to be executed during the next 06 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24), (Monthwise commitment shall be furnished). Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Statement on the Letter head of the tenderer None None None None Constitutional or Legal Status of the Tenderer Others Others createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Information of the works for which Tenderer has submitted Tender. Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-7
tenderCriterionDocumentList	documentName optional documentTypeText Contractors PWD Civil Registration Certificate True Technical Bid Annual Turnover certificate having UDIN number True Technical Bid Similar nature of work done 50percent of APT True Technical Bid Line of Credit True Technical Bid Machinery Documents True Technical Bid Minimum quantities executed True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1726055766000 version 0 createdDate None modifiedDate None blockNumber PWD DIVISION SEDAM street None city SEDAM state Karnataka pin 585222
tenderRecallDTO	None