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noticeInvitingTenderDTO	createdTs 1708764375761 version 9 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 4430.00 emd 265000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 04-03-2024 17:00:00 tenderQueryClose 01-03-2024 11:00:00 technicalBidOpen 05-03-2024 17:30:00 publishedDate 26-02-2024 15:50:47 publishedByPost PWD_EE_SPLDIV_SMG publishedByUser KPE11177 - VIJAYAKUMAR Y N bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate 01-03-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Vijayakumar Y.N splitEmdRequiredYn True emdBankGuarantee 165000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08182222942 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1708764375763 version 16 createdDate None modifiedDate None tenderNumber PWD/2023-24/BG/WORK_INDENT8422/CALL-2 title Construction of bridge in Bhadravathi to Sasivehalli(Honnali Taluk Border)Via Holehonnur,Sidlipura,Sanyasikodamaggi,Nagasa m udra,Mangote,Anaveri,Nimbegondi,Syderkallahalli in Ch 7.95 km in Bhadravathi Tq description widening and construction of bridge head of account-5054-03-337-0-16-154 SH Bridges category WORKS categoryText Works ecv 17692076.03 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1701 locationName PWD Special Division Office Shivamogga provisionalAmount 22500000.0 groupOverheadTotal 0.0 fileNumber widening-of-bridge
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1708764376000 1 None None Bridges Diversion Road 991752.93 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2796057 89657 None volume-3,pageno-9,chapter-2,itemno-2.4.ii 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 ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead 100 Sqm 412.65 412.65 6.3 False None None False None False 2599.695 0 2796058 89657 None volume-1,pageno-7,chapter-1,itemno-1.8 Construction of Embankment by excavating the available approved Gravel Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. If the height of embankment construction is more than 1.50 m add 5 percent cum for every 1.50 m height or part there off. Deduct 5percent per cum if rollers are not used and tamping is done manually. Add 8percent per cum for works under foul & sullage situation ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 497.7 497.7 1389.3 False None None False None False 691454.61 0 2796059 89657 None volume-3,pageno-17,chapter-3,itemno-3.6 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 MORTH Specification No. 305 ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 517.65 517.65 247.5 False None None False None False 128118.375 0 2796060 89657 None volume-3,pageno-87,chapter-9,itemno-9.1 Laying Reinforced Cement Concrete Pipe NP4 /Prestressed Concrete Pipe on First Class Bedding in Single Row Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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.-(ii) 1200 mm dia MORTH Specification No.2900 ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Rmtr 11305.35 11305.35 15.0 False None None False None False 169580.25 0 1708764376000 1 None None Bridges Construction of bridge in Bhadravathi to Sasivehalli(Honnali Taluk Border)Via Holehonnur,Sidlipura,Sanyasikodamaggi,Nagasa m udra,Mangote,Anaveri,Nimbegondi,Syderkallahalli in Ch 7.95 km in Bhadravathi Tq 11290115.64 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2796061 89658 None volume-3,pageno-10,chapter-2,itemno-2.7 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 MORTH Specification 202.(I) Lime /Cement Concrete (ii). By Mechanical means A. Cement Concrete Grade M-15 & M-20 ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 754.95 754.95 33.3 False None None False None False 25139.835 0 2796062 89658 None volume-2,pageno-10,chapter-2,itemno-2.11.A 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 MORTH Specification 202.(IV) Dismantling Stone Masonry (ii). By Mechanical means A. Cement Concrete Grade M-15 & M-20 ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 189.0 189.0 124.29 False None None False None False 23490.81 0 2796063 89658 None volume-1,pageno-8,chapter-1,itemno-1.14.1 Mechanical Means: -In all kinds of soils Depth upto 3m 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 (i) Depth upto 3 m. ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 116.84 116.84 1428.42 False None None False None False 166896.5928 0 2796064 89658 None volume-1,pageno-8,chapter-1,itemno-1.14.2 Mechanical Means: -In all kinds of soils Depth 3m to 6m Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m to, 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 (ii) Depth from 3 m to 6 m depth ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 134.02 134.02 723.21 False None None False None False 96924.6042 0 2796065 89658 None volume-1,pageno-8,chapter-1,itemno-1.15.1 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 ordinary/soft rock without blasting upto 1.5 m depth ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 415.8 415.8 161.83 False None None False None False 67288.914 0 2796066 89658 None volume-1,pageno-15,chapter-2,itemno-2.1.3 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.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 6860.07 6860.07 37.67 False None None False None False 258418.8369 0 2796067 89658 None volume-1,pageno-15,chapter-2,itemno-2.2.3 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 formwork and steel reinforcement to be paid seperately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 7257.54 7257.54 200.86 False None None False None False 1457749.4844 0 2796068 89658 None volume-1,pageno-111,itemno-1.a Formwork, Centering & Scaffloding 3% For Foundation (b) All other types ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Per Cmtr 217.73 217.73 200.86 False None None False None False 43733.2478 0 2796069 89658 None volume-1,pageno-16,chapter-2,itemno-2.4.3 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 formwork and steel reinforcement to be paid seperately) M25 Design Mix Using 20mm nominal size graded crushed coarse aggregates. ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 7257.54 7257.54 254.01 False None None False None False 1843487.7354 0 2796070 89658 None volume-1,pageno-111,itemno-10 Formwork, Centering & Scaffloding 10% For abutments and piers ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Per Cmtr 725.75 725.75 254.01 False None None False None False 184347.7575 0 2796071 89658 None volume-1,pageno-16,chapter-2,itemno-2.5.2 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 formwork and steel reinforcement to be paid seperately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 7185.15 7185.15 86.59 False None None False None False 622162.1385 0 2796072 89658 None volume-1,pageno-112,itemno-1 Formwork, Centering & Scaffloding 20% For abutments and piers ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Per Cmtr 1437.03 1437.03 86.59 False None None False None False 124432.4277 0 2796073 89658 None volume-3,pageno-121,chapter-13,itemno-13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 7151.55 7151.55 12.06 False None None False None False 86247.693 0 2796074 89658 None volume-3,pageno-122,chapter-13,itemno-13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). MORTH Specification No. 1500,1600 1700 & 2704. ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 12426.75 12426.75 25.2 False None None False None False 313154.1 0 2796075 89658 None volume-3,pageno-121,chapter-13,itemno-13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702 ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 14669.55 14669.55 14.22 False None None False None False 208601.001 0 2796076 89658 None volume-3,pageno-117,chapter-12,itemno-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. Reference to MORTH Specification 710.1.4 of IRC:78 and 2200 ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 2810.85 2810.85 224.25 False None None False None False 630333.1125 0 2796077 89658 None volume-3,pageno-117,chapter-12,itemno-12.3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular materialc Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200 ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 1226.4 1226.4 988.33 False None None False None False 1212087.912 0 2796078 89658 None volume3,pageno-121,chapter-13,pageno-13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification MORTH Specification No. 2705 ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead No 3434.55 3434.55 2.0 False None None False None False 6869.1 0 2796079 89658 None volume-1,pageno-18,chapter-2,itemno-2.11.b 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. b.Foundations of bridges ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Tonne 90516.3 90516.3 13.0 False None None False None False 1176711.9 0 2796080 89658 None volume-1,pageno-18,chapter-2,itemno-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. c.Sub structure of bridges ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Tonne 90754.65 90754.65 22.5 False None None False None False 2041979.625 0 2796081 89658 None volume-1,pageno-18,chapter-2,itemno-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. d.Super structure of bridges ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Tonne 90990.9 90990.9 5.5 False None None False None False 500449.95 0 2796082 89658 None volume-3,pageno-121,chapter-13,itemno-13.5 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. MORTH Specification No.2703,1500,1600and 1700. ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Mtr 2377.2 2377.2 31.6 False None None False None False 75119.52 0 2796083 89658 None volume-3,pageno-123,chapter-13,itemno-13.15.ii Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Mtr 143.85 143.85 78.08 False None None False None False 11231.808 0 2796084 89658 None volume-3,pageno-123,chapter-13,itemno-13.15.iii Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Mtr 242.55 242.55 78.08 False None None False None False 18938.304 0 2796085 89658 None volume-3,pageno-124,chapter-13,itemno-13.15.iv Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 percent bitumen by weight ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Mtr 50.4 50.4 78.08 False None None False None False 3935.232 0 2796086 89658 None volume-4,pageno-38,chapter-2,itemno-2.8 Providing and fixing 25 mm dia 3 m long cold twisted defomed steel dowel bars with one end driven into 38 mm dia 1.50 m deep hole drilled in bed rock and other end provided with L - bend for embedding in concrete / masonry of over flow / non-over flow blocks and other appurtenant works including cost of all materials, machinery, labour, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod and all other ancillary operations complete. ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Each 1412.25 1412.25 64.0 False None None False None False 90384.0 0 1708764376000 0 None None Bridges Approach road 5410207.46 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2796087 89659 None volume-3,pageno-17,chapter-3,itemno-3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead MORTH Specification No. 305.4.3 (i) By Mechanical Means Using Hydraulic excavator ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Sqm 6.3 6.3 1210.0 False None None False None False 7623.0 0 2796088 89659 None volume-1,pageno-7,chapter-1,itemno1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. If the height of embankment construction is more than 1.50 m add 5percent per cum for every 1.50 m height or part there off. Deduct per cum if rollers are not used and tamping is done manually. Add 8percent per cum for works under foul & sullage situation ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 497.7 497.7 2461.64 False None None False None False 1225158.228 0 2796089 89659 None volume-3,pageno-17,chapter-3,itemno-3.6 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 MORTH Specification No. 305 ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 517.65 517.65 1026.99 False None None False None False 531621.3735 0 2796090 89659 None volume-3,pageno-23,chapter-4,itemno-4.2.V 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 401 (v) For Grading -V Material ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 2476.95 2476.95 416.9 False None None False None False 1032640.455 0 2796091 89659 None volume-3,pageno-26,chapter-4,itemno-4.17 406-A 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. MORTH Specification No. 406 ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 2686.95 2686.95 412.5 False None None False None False 1108366.875 0 2796092 89659 None volume-3,pageno-31,chapter-5,itemno-5.1 502-A (i) Prime Coat Over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. MORTH Specification No. 502 ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Sqm 43.05 43.05 1650.0 False None None False None False 71032.5 0 2796093 89659 None volume-3,pageno-35,chapter-5,itemno-5.12.c Dense Graded Bituminous macadam Grading -II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 9921.45 9921.45 82.5 False None None False None False 818519.625 0 2796094 89659 None volume-3,pageno-38,chapter-5,itemno-5.16.c Bituminous Concrete Grading -II for traffic less than 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Cum 11501.7 11501.7 49.5 False None None False None False 569334.15 0 2796095 89659 None volume-3,pageno-67,chapter-8,itemno8.15 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. MORTH Specification No. 803. ---- including cost and conveyance of all materials with hire charges of machinery and equipments, with all lead Sqm 556.5 556.5 82.5 False None None False None False 45911.25 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1708764376000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1708764376000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1708764376000 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 1708764376000 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 1708764376000 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 1708764376000 0 None None ELIGIBILITY The tenderer should be a KPWD registered Class-2 & above Contractor. None 1708764376000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1708764376000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1708764376000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Government orders. None 1708764376000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should furnish qualification information as per section 3 of Standard Tender Document attached to this tender. None 1708764376000 0 None None ELIGIBILITY All Scanned Documents of the Original should be up-loaded, Executive Engineer/ Superintending Engineer/ Chief Engineer reserves the right verify the Original Documents before approval. None 1708764376000 0 None None ELIGIBILITY All the Formats prescribed in the bid documents shall be filled in complete manner. None 1708764376000 0 None None ELIGIBILITY The Tenderer should maintain the Building during defective liability period of 2 year. None 1708764376000 0 None None ELIGIBILITY The materials like bitumen, Steel, Cement etc., required for the work shall be procured by the tenderer themselves and should be got attested by the Quality Control Authority before use on the work. None 1708764376000 0 None None ELIGIBILITY Work done certificate should be issued by competent authority not below the rank of Executive Engineer. None 1708764376000 0 None None ELIGIBILITY The item rates quoted shall include cost of royalty charges on construction materials & other taxes as per the rates provided in prevailing cost & conveyance of all materials, Curing, Watering, unloading with all leads & lifts labour, hire charges of machinery equipments etc., complete including all incidental charges. All the items shall be executed as directed by the Engineer in charge of the work. None 1708764376000 0 None None ELIGIBILITY EMD FOR RS. 1,00,000/- SHALL BE PAID THROUGH KARNATAKA PUBLIC PROCUREMENT PORTAL (KPPP) AND THE BALANCE OF RS.2,13,000/- BY BANK GUARANTEE ISSUED BY NATIONALISED/SCHEDULED BANK. CONTRACTOR SHOULD UPLOAD THE SCANNED COPY OF ORIGINAL BANK GUARANTEE ISSUED BY NATIONALISED/SCHEDULED BANK IN KPPP. THE CONTRACTOR HAS TO SUBMIT THE ORIGINAL BANK GUARANTEE BEFORE ENTERING THE AGREEMENT, IF AWARDED None 1708764376000 0 None None ELIGIBILITY Qualified Tenderer (L1) should establish his own necessary Q.C. Laboratory at site. None 1708764376000 0 None None ELIGIBILITY As per Government order PWD 65 RDF 2017 dated 11/10/2018 GST will be added to the Contract amount separately None 1708764376000 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 1708764376000 0 None None ELIGIBILITY The period for completion of the work is 11 (Eleven) months None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 its 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 of Rs. 353.84 Lakhs, (in all classes of Civil Engineering Construction works only) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Submit the balance sheet indicating the contract receipts certified by the chartered accountant None None None None To qualify for Award of this contract, each Tenderer in its name should have in the last five years i.e.2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 satisfactorily completed as prime contractor, at least one similar work such as Construction of Bridge work including approch road work of value not less than 88.46 lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done Certificate issued by competent Authority of rank not less than Executive Engineer. None None None None The Tenderer should have executed in any one year (in the last five years) the following minimum quantities of work 1) Earthwork excavation and embankment -5951 cum 2) PCC/RCC - 504Cum 3) TMT Steel-33Tonne 4) GSB/WMM-664Cum 5) BM/SDBC/DBM/BC-106Cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done Certificate issued by competent Authority of rank not less than Executive Engineer. None None None None Statement indicating the (A)Existig commitments and ongoing works, (B)Details of works for which tenders are already submitted . The statements should furnished as per statement 1.5 (A),(B) of Section 3 of Qualification information in Standard Bid document. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- details work listed in the Statement should be counter signed by the EE or Equivalent officer None None None None Total value of Civil Engineering Construction works executed in the and payments received in the last five year i.e.2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Submit the balance sheet indicating the contract receipts certified by the chartered accountant None None None None Each tenderer should further demonstrate: liquid assets and / or availability of Credit facilities of not less than Rs. 53.08 Lakhs (Credit lines / letter of credit / certificates from banks for meeting the fund requirement etc., Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Bankers Certificate None None None None The Tender should be a KPWD Registered Class-II contractor. Others Registration createdTs version createdDate modifiedDate documentName None None None None Others -- Registration Certificate
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Department Registration Certificate True Technical Bid Similar Nature of Work Done Certificate True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1708764605000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer Office, PWD Special Division, 1st floor, Lokopayogi Bhavana, Railway Station Road, shivamogga. street None city Shivamogga state Karnataka pin 577201
tenderRecallDTO	None