createdTs	None
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noticeInvitingTenderDTO	createdTs 1709631319095 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 4200.00 emd 252000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 13-03-2024 16:00:00 tenderQueryClose 12-03-2024 16:00:00 technicalBidOpen 14-03-2024 16:30:00 publishedDate 06-03-2024 11:57:05 publishedByPost PWD_EE_DIV_HSPT publishedByUser KPE10175 - RAVINDRA R KATTI bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 12-03-2024 10:30:30 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Executive Engineer splitEmdRequiredYn True emdBankGuarantee 152000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 080394200231 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1709631319133 version 6 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT9093 title Construction of CC Road and Bridge from Myduru road to PU College at Chigateri Village in Harapanahalli Taluk, Vijayangara District. description Construction of CC Road and Bridge from Myduru road to PU College at Chigateri Village in Harapanahalli Taluk, Vijayangara District. category WORKS categoryText Works ecv 16797430.40 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1694 locationName PWD Division Office Hosapete provisionalAmount 20000000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/HPH/KKRDB/MACRO/CHIGATERIBRIDGE/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709631319000 1 None None Roads Construction of CC Road and Bridge from Myduru road to PU College at Chigateri Village in Harapanahalli Taluk, Vijayangara District.( Rigid pavement)- General Works 9972677.2 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2919827 96141 None COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No 9 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii) By Mechanical Means using Dozer (A) In area of light jungle 100 Sqm 412.65 412.65 67.2 False None None False None False 27730.08 0 2919828 96141 None COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 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 107.1 107.1 693.0 False None None False None False 74220.3 0 2919829 96141 None COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour, rolling, water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 940.5 False None None False None False 468086.85 0 2919830 96141 None COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 Construction of Embankment by excavating the available approved Gravel Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour, rolling, water,all materials,usage& all other appurtenaces required to complete the work. If the height of embankment construction is more than 1.50 m add 5 percent per cum for every 1.50 m height Cum 522.59 522.59 3276.58 False None None False None False 1712307.9422 0 2919831 96141 None COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 305 Cum 517.65 517.65 880.87 False None None False None False 455982.3555 0 2919832 96141 None COMMON SR 2023-24,Vol-3 Sl.No.4.1.A.(v) ,P.No -23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Cum 2611.35 2611.35 591.74 False None None False None False 1545240.249 0 2919833 96141 None COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in Cum 2686.95 2686.95 607.49 False None None False None False 1632295.2555 0 2919834 96141 None COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.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, 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 14days, 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 7091.7 472.51 False None None False None False 3350899.167 0 2919835 96141 None PWD SR 2023-24, Vol-3 Page No.78 Item No.8.53 Providing & fixing Polymer rubberised factory made Black & Yellow coloured Speed retarders/Breakers with width 350mm & Height 50mm as per IRC 99:2018 with load carrying capacity upto 30t in local streets, parking arena and in areas with speed limit of 20 kmph as per direction of Engineer in-charge. m 945.0 945.0 9.0 False None None False None False 8505.0 0 2919836 96141 None COMMON SR 2023-24, Vol-3, SL.NO. 8.25, P.NO.69 Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 m 3822.0 3822.0 180.0 False None None False None False 687960.0 0 2919837 96141 None COMMON SR 2023-24, Vol-3, SL.NO. 8.54, P.NO.78 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m 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 1709631319000 1 None None Roads Construction of CC Road and Bridge from Myduru road to PU College at Chigateri Village in Harapanahalli Taluk, Vijayangara District.(Box culvert)-General Works 3764888.46 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2919838 96142 None COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 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 107.1 107.1 222.39 False None None False None False 23817.969 0 2919839 96142 None COMMON SR 2023-24,Vol-2 P.NO -175, SI.No -17.1 Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge Cum 1052.1 1052.1 13.54 False None None False None False 14245.434 0 2919840 96142 None COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 13.54 False None None False None False 6738.858 0 2919841 96142 None COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 21.34 False None None False None False 134195.523 0 2919842 96142 None COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.2 6639.2 15.51 False None None False None False 102973.992 0 2919843 96142 None Common SR 2023-24 volume-1 Pg No:112 SI.No.6 Appendix I Additionalities for Formwork, Centering and Scaffolding Bridges Box Culvert 20percent Cum 1327.84 1327.84 15.51 False None None False None False 20594.7984 0 2919844 96142 None COMMON SR 2023-24 Vol-3, P.NO -130, SL No -14.8.B Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 2507.2 Cum 6555.2 6555.2 18.01 False None None False None False 118059.152 0 2919845 96142 None COMMON SR 2018-19 Sl.No. 14.1 , P.No 129 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. 2503 Cum 2007.6 2007.6 15.39 False None None False None False 30896.964 0 2919846 96142 None COMMON SR 2018-19 Sl.No. 14.9 , P.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. 2507.2 Cum 2151.45 2151.45 38.48 False None None False None False 82787.796 0 2919847 96142 None COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 81.03 False None None False None False 582212.7045 0 2919848 96142 None Common SR 2023-24 volume-1 Pg No:112 SI.No.6 Addendum I Additionalities for Formwork, Centering & Scaffolding -Bridges-Box Culvert 20% Cum 1437.03 1437.03 81.03 False None None False None False 116442.5409 0 2919849 96142 None COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 73.9 False None None False None False 530982.585 0 2919850 96142 None Common SR 2023-24 volume-1 Pg No:112 SI.No.11 Appendix I Additionalities for Formwork, Centering & Scaffolding - Earth Retaining structures 10% For Retaining Wall Cum 718.51 718.51 73.9 False None None False None False 53097.889 0 2919851 96142 None COMMON SR 2023-24 Vol-3 P.NO -123, SI.No -13.13.A Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer,all as specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) m 4376.4 4376.4 42.52 False None None False None False 186084.528 0 2919852 96142 None COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 c 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 90754.7 90754.7 5.88 False None None False None False 533637.636 0 2919853 96142 None COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 d 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 90990.9 90990.9 5.88 False None None False None False 535026.492 0 2919854 96142 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.4 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 710.1.4.of IRC:78 and 2200 Cum 2810.9 2810.9 45.93 False None None False None False 129104.637 0 2919855 96142 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A Granular material 710.1.4.of IRC:78 &2200 Cum 1226.4 1226.4 116.42 False None None False None False 142777.488 0 2919856 96142 None COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No 23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Cum 2611.35 2611.35 9.49 False None None False None False 24781.7115 0 2919857 96142 None COMMON SR 2023-24,Vol-3 P.NO -121, SI.No -13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700 Cum 7151.55 7151.55 7.59 False None None False None False 54280.2645 0 2919858 96142 None COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) 1500, 1600, 1700 & 2704 Cum 12426.8 12426.8 15.18 False None None False None False 188638.824 0 2919859 96142 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.1 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. 2706 & 2200 m 144.9 144.9 70.0 False None None False None False 10143.0 0 2919860 96142 None COMMON SR 2023-24 Vol-3, P.NO -121, SI.No -13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 2705 Nos 3434.55 3434.55 8.0 False None None False None False 27476.4 0 2919861 96142 None COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 800 Sqm 88.2 88.2 103.96 False None None False None False 9169.272 0 2919862 96142 None COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 679.35 679.35 40.0 False None None False None False 27174.0 0 2919863 96142 None Vol-5, P.NO -120, SL. No -10.14.16 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (COMMON SR 2023-24, Vol-5, P.NO -120, SL. No -10.14.16) 75mm(weight of pipe -0.917 kg) m 255.15 255.15 120.0 False None None False None False 30618.0 0 2919864 96142 None Volume-3 Page No. 61 Item No. 8.29 Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. (COMMON SR 2023-24 Volume-3 Page No. 61 Item No. 8.29) m 2322.6 2322.6 10.0 False None None False None False 23226.0 0 2919865 96142 None Vol-2, SL.NO. 11.25.2, P.NO.84 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. (COMMON SR 2023-24, Vol-2, SL.NO. 11.25.2, P.NO.84) Kg 142.8 142.8 180.0 False None None False None False 25704.0 0 1709631319000 0 None None Roads Construction of CC Road and Bridge from Myduru road to PU College at Chigateri Village in Harapanahalli Taluk, Vijayangara District.(CC Drain)-GENERAL Works 1562560.43 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2919866 96143 None COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 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 107.1 107.1 264.0 False None None False None False 28274.4 0 2919867 96143 None COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 33.0 False None None False None False 207518.85 0 2919868 96143 None COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 92.4 False None None False None False 613457.46 0 2919869 96143 None Common SR 2023-24 Vol-1 Pg-111 Sl no 4 35percent formwork for Cement Concrete Drain Walls as per corregendan 3 Cum 2323.71 2323.71 92.4 False None None False None False 214710.804 0 2919870 96143 None COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. h. All other type of structures Tonne 82961.55 82961.55 6.01 False None None False None False 498598.9155 0 1709631319000 0 None None Roads Construction of CC Road and Bridge from Myduru road to PU College at Chigateri Village in Harapanahalli Taluk, Vijayangara District.(Toe wall and pitching)-TSP Works 1497304.31 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2919871 96144 None COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 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 89.1 False None None False None False 9542.61 0 2919872 96144 None COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 18.45 False None None False None False 116021.9025 0 2919873 96144 None PWD SR 2023-24, Vol-1 Sl.No.2.2.1 ,P.No - 15 Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 112.73 False None None False None False 744170.1855 0 2919874 96144 None Common SR 2023-24 Vol-1 Pg-112 Sl no-11 Earth retaining structures 10percent Cum 660.13 660.13 112.73 False None None False None False 74416.4549 0 2919875 96144 None PWD SR 2023-24, Vol-3, It.No 14.5, P.No 129 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Cum 3188.0 3188.0 52.25 False None None False None False 166573.0 0 2919876 96144 None PWD SR 2023-24, Vol-3, It.No 14.4.A, P.No 129 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 Stone/Boulder Cum 2008.0 2008.0 192.52 False None None False None False 386580.16 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709631322000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709631322000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709631322000 1 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1709631430000 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 1709631435000 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 1709631439000 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 1709631442000 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 1709631446000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1709631450000 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 1709631454000 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 1709631458000 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 1709631462000 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 1709631466000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1709631470000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing KPP-Portal None 1709631476000 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 1709631481000 0 None None ELIGIBILITY The rates of all the items appeared in Bill of Quantities are inclusive of all leads and lifts None 1709631485000 0 None None ELIGIBILITY As per circular of Govt. of Karnataka Government Order No. PWD 107 CRM 2013, Bangalore, Dated: 20.02.2014, If the tenderer uploads the Bank Guarantee, but does not produce original at the time of technical scrutiny, such tenders will not be disqualified either in the technical bid stage or financial bid stage. But the qualified tenderer (L1) must submit the original copy of the BG at the time of agreement. None 1709631490000 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 1709631494000 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 1709631501000 0 None None ELIGIBILITY Bidders are advised to note that, 18% GST will be added to the contract amount. None 1709631506000 0 None None ELIGIBILITY The Increse in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1709631511000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected. None 1709631516000 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 1709631521000 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 1709631528000 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 1709631538000 0 None None ELIGIBILITY The work should be completed in 09(Nine) Months ( including monsoon) None 1709631542000 0 None None ELIGIBILITY The earnest money deposit shall be in two parts i.e.,Part (1) Rs.1,00,000 by e.payment and balance Part (2) Rs. Balance amount as specified in the KPP portal shall be in the form of Bank Guarantee in the prescribed format obtained from the Nationalized / Schedule Bank FDR or specified small savings instrument pledged to the Executive Engineer, Public Works Department Division, HOSAPETE payable at HOSAPETE before the prescribed date and time of opening of Technical Bid without fail None 1709631619000 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 invalid thereof shall be referred and settled under the Arbitration centre Karnataka (Domastic and international Rules 2012,by one or more arbitratiors appointed in accordance with its rules None 1709631624000 0 None None ELIGIBILITY The deffect liability period is one year from the date of actual completion of work. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2018-19, 2019-20, 2020-21 2021-22 & 2022-23 b) Satisfactorily completed, as prime contractor, at least one similar work such as Bridge Work of value not less than Rs. 83.98Lakhs 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., 2018-19, 2019-20, 2020-21 2021-22 & 2022-23 b) Executed in any one year, the following minimum quantities of work: 1 Earth work /Embankment/Sub Grade/Shoulder 5105.00Cum 2 GSB 482.00 Cum 3.CC/PCC/RCC/DLC 792.00 Cum 4.WMM/WBM 487.00 Cum 5.Steel 14.36 Tonnes Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Registration Certificate 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 To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2018-19, 2019-20, 2020-21 2021-22 & 2022-23 a) Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.335.95Lakhs 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.60.00 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
tenderCriterionDocumentList	documentName optional documentTypeText Registration Certificate True Technical Bid Annual Turnover Certificate Not below the rank of Charterd Accountant,The bidder should mention the UDIN No True Technical Bid Single Work Done Certificate Not Below the rank of Executive Engineer True Technical Bid Quantity Wise Work Done Certificate True Technical Bid Liquid Assets True Technical Bid GST CERTIFICATE True Technical Bid Principal Place of Business. True Technical Bid Tender Bid Capacity True Technical Bid List of Existing commitments & Ongoing works- Format-5 True Technical Bid List of works for which tenders acceptence letter received-Format-6 True Technical Bid List of works for which tenders already submitted-Format-7 True Technical Bid Profit and loss ac & Balance sheets for 5 years True Technical Bid Income Tax returns for 5 years True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Vijayanagara Harapanahalli Davangere HARAPANAHALLI (SC) Chigateri Village None None None None None None Roads Vijayanagara Harapanahalli Davangere HARAPANAHALLI (SC) Chigateri village None None None None None None Roads Vijayanagara Harapanahalli Davangere HARAPANAHALLI (SC) Chigateri village None None None None None None Roads Vijayanagara Harapanahalli Davangere HARAPANAHALLI (SC) Chigateri village None None None None None None
tenderAddress	createdTs 1709633211000 version 0 createdDate None modifiedDate None blockNumber Office Of the Executive Engineer, PWD Division, 100 bed Hospital road, Hosapete street None city Hosapete state Karnataka pin 583201
tenderRecallDTO	None