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noticeInvitingTenderDTO	createdTs 1707371786097 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 1192800.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 21-02-2024 16:00:00 tenderQueryClose 19-02-2024 15:00:00 technicalBidOpen 22-02-2024 16:30:00 publishedDate 14-02-2024 10:50:06 publishedByPost PWD_EE_DIV_RMG publishedByUser KPE10890 - SHANKAR K H bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 15-02-2024 15:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Shankar K H splitEmdRequiredYn True emdBankGuarantee 1092800.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08027273787 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1707371786126 version 7 createdDate None modifiedDate None tenderNumber PWD/2023-24/BR/WORK_INDENT7633 title Construction of Road Bridge across Vrushabavathi Valley at ch 2.25 km from Mudavadi Gopalli road to Byramangala road viaChowkahalli Bidadi Hobli, Ramanagara Taluk, Ramanagara District. description Construction of Road Bridge across Vrushabavathi Valley at ch 2.25 km from Mudavadi Gopalli road to Byramangala road viaChowkahalli Bidadi Hobli, Ramanagara Taluk, Ramanagara District. category WORKS categoryText Works ecv 79519403.77 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 1668 locationName PWD Division Office Ramanagara provisionalAmount 99500000.0 groupOverheadTotal 0.0 fileNumber Aeeno1pwd/BR/2023/24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1707371786000 1 None None Bridges/Culverts Construction of Road Bridge across Vrushabavathi Valley at ch 2.25 km from Mudavadi Gopalli road to Byramangala road viaChowkahalli Bidadi Hobli, Ramanagara Taluk, Ramanagara District. 68370702.59 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2504421 76123 None 10, 2.7 I (ii), 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, I. Lime /Cement Concrete, ii) By Mechanical Means, a) Cement Concrete Grade M-15 & M-20, V.3, 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, I. Lime /Cement Concrete, ii) By Mechanical Means, a) Cement Concrete Grade M-15 & M-20, V.3, 10, 2.7 I (ii), a ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 747.76 747.76 412.65 False None None False None False 308563.164 0 2504422 76123 None 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, V.1, P.8, Item no.1.14.1 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 121.48 121.48 6335.31 False None None False None False 769613.4588 0 2504423 76123 None 1.14.2 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 3 m to 6 m, V.1, P.8, Item no.1.14.2 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 142.08 142.08 1444.11 False None None False None False 205179.1488 0 2504424 76123 None 1.15.2 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 blastingDepth exceeding 1.5 m, but not exceeding 3 m, V.1, P.9, Item no.1.15.2 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 517.64 517.64 1398.15 False None None False None False 723738.366 0 2504425 76123 None 1.21.5 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.Hard rock (blasting prohibited) Depth upto 1.50 m, V.1, P.11, Item no.1.21.5 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 1235.51 1235.51 66.56 False None None False None False 82235.5456 0 2504426 76123 None 2.1.5 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, formwork and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement shall be paid separately) Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates, V-1, 15, 2.1.5 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 6984.81 6984.81 261.03 False None None False None False 1823244.9543 0 2504427 76123 None 2.2.1 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, formwork and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately),M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, V-1,15,2.2.1 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 7489.22 7489.22 216.8 False None None False None False 1623662.896 0 2504428 76123 None 2.2.5 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, formwork and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately),M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, V-1,15,2.2.5 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 7742.36 7742.36 1007.58 False None None False None False 7801047.0888 0 2504429 76123 None 11.39 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1000 mm, V-3,113,11.39 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Mtr 12622.48 12622.48 310.0 False None None False None False 3912968.8 0 2504430 76123 None 11.43 Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification. Pile diameter-1000 mm, Including 6mm thick steel liner 1 additional pile for intial load test V-3,113,11.43 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Mtr 11696.88 11696.88 155.0 False None None False None False 1813016.4 0 2504431 76123 None 2.4.4 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, formwork and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, V-1,16,2.4.4 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 8413.45 8413.45 643.14 False None None False None False 5411026.233 0 2504432 76123 None 2.5.3 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, formwork and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement, dowel bars to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , V-1,16,2.5.3 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 10214.87 10214.87 655.7 False None None False None False 6697890.259 0 2504433 76123 None 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, Foundations of Bridges V-1, 18, 2.11 b ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Tonne 89654.24 89654.24 103.23 False None None False None False 9255007.1952 0 2504434 76123 None 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, Sub structure of Bridges.V-1, 18, 2.11 c ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Tonne 89890.32 89890.32 50.19 False None None False None False 4511595.1608 0 2504435 76123 None 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, Super structure of Bridges, V-1, P-18, 2.11 c ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Tonne 91778.96 91778.96 106.25 False None None False None False 9751514.5 0 2504436 76123 None 12.3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification (A) Granular material, V-3, 117, 12.3 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 1214.72 1214.72 2113.9 False None None False None False 2567796.608 0 2504437 76123 None 12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the equirements 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.V-3, 117, 12.4 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 2784.08 2784.08 713.12 False None None False None False 1985383.1296 0 2504438 76123 None 12.8 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.V-3, 118, 12.8 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading cc 0.7 0.7 691200.0 False None None False None False 483840.0 0 2504439 76123 None 13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant), V-3, 121, 13.2 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 14529.84 14529.84 60.75 False None None False None False 882687.78 0 2504440 76123 None 13.4 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. , V-3, 121, 13.4 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading m 2422.16 2422.16 180.0 False None None False None False 435988.8 0 2504441 76123 None 13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification, V-3, 121, 13.7 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading No 3401.84 3401.84 30.0 False None None False None False 102055.2 0 2504442 76123 None 13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification, V-3, 121, 13.8 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 7083.44 7083.44 15.26 False None None False None False 108093.2944 0 2504443 76123 None 13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant), V-3, 122, 13.9 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 12308.4 12308.4 22.89 False None None False None False 281739.276 0 2504444 76123 None 13.14 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.V-3, 123, 13.14 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Sqm 87.36 87.36 504.0 False None None False None False 44029.44 0 2504445 76123 None 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.V-3, 123, 13.15 (iii) ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Mtr 240.24 240.24 21.8 False None None False None False 5237.232 0 2504446 76123 None 13.19 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.V-3, 124, 13.19 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Mtr 14862.64 14862.64 72.0 False None None False None False 1070110.08 0 2504447 76123 None 14.4 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 specification, (A)stone/Boulder, V-3, 129, 14.4 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 1988.48 1988.48 467.4 False None None False None False 929415.552 0 2504448 76123 None 14.6 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification, V-3, 129, 14.6 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 3157.44 3157.44 118.0 False None None False None False 372577.92 0 2504449 76123 None 44. Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia over burden ( by diamond drilling machine ) such as soil of all sorts, soft murum, hard murum and boulders and in soft rock including all materials such as casing pipes and accessories oil, grease, steel, rods, and such other materials as required (including conveying the material to site of work). Preserving the loose sample in glass jar and core sample serially on site of work and conveying the same to HQ of concerning office as directed. a)over burden 0 to 50 m, V-1, 130, 44 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Mtr 2168.4 2168.4 36.0 False None None False None False 78062.4 0 2504450 76123 None 47. Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia in rocks as specified below including all necessary materials such as oil, grease, steel boostan and such other materials as required (including conveying the material to site of work) and Preserving the core sample serially on site of work and conveying the same to HQ of concernring officeas directed. Other Rock with diamond drill. 0 to 50 m. V-1, 131, 47 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Mtr 4035.2 4035.2 84.0 False None None False None False 338956.8 0 2504451 76123 None 45. Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia in rocks as specified below including all necessary materials such as oil, grease, steel boostan and such other materials as required (including conveying the material to site of work) and Preserving the core sample serially on site of work and conveying the same to HQ of concernring office as directed. Quartzite with diamond drill with Nx Bit 0 to 50 m. V-1, 130, 45 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Mtr 7051.2 7051.2 12.0 False None None False None False 84614.4 0 2504452 76123 None 28. Survey of major bridge including taking L-section of existing road two defined cross-sections (one at U/S and one at D/s) and one vergin cross section on alternate proposed cross sections and bed slope of stream upto sufficient long distance as required with chain and compass.Taking 5 trial pits, three in bed, two on banks of size 2.00x2.00x3.00 m for collecting samples of materials at site for ascertaining the silt factor, unit weight test, specific gravity from Govt. approved laboratories (testing charges to be borne by the agency) and preparation of detailed survey data, submission of the project duly typed and colouring of ammonia prints, site plan and other drawings etc.complete and all types of compliance if required from Department. (Excluding taking trial bores and contouring), V-1, 128, 28 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Mtr 1872.0 1872.0 125.0 False None None False None False 234000.0 0 2504453 76123 None 31. Initial Vertical Pile Load Test, For 1000mm dia. Pile,having pile capacity of 550 t Reaction load -1719 t, V-1, 122, 31 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading No 780000.0 780000.0 1.0 False None None False None False 780000.0 0 2504454 76123 None 11.37 Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as perDetailed Drawing. ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading t 130441.96 130441.96 22.2 False None None False None False 2895811.512 0 1707371786000 0 None None Bridges/Culverts Construction of bridge at chainage 1.20 km from B.M. road to ketohalli, Kenjigarahalli, Uragahalli, Seebakatte, Bennehalli, Huchamanadoddi joining MDR of kasaba hobli Ramanagara Taluk. 11148701.18 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2504455 76124 None 2.5 ii b 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, b)In area of thorny jungle, V-3, 9, 2.5 ii b ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading 100 Sqm 503.36 503.36 34.8 False None None False None False 17516.928 0 2504456 76124 None 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. V-1, P-7, 1.8 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 492.96 492.96 6117.5 False None None False None False 3015682.8 0 2504457 76124 None 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, V-3, P-17, 3.6 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 512.72 512.72 1935.0 False None None False None False 992113.2 0 2504458 76124 None 4.1 A iii 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 (A) Plant Mix Method, (iii) For Grading -III Material, V-3, P-19, 4.1 A iii ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 2611.44 2611.44 390.0 False None None False None False 1018461.6 0 2504459 76124 None 4.17 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. V-3, 26, 4.17 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 2661.36 2661.36 750.75 False None None False None False 1998016.02 0 2504460 76124 None 4.13 B (i)(b) Water Bound Macadam, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density, B.Mechanical means.Grading-I (63 mm to 45 mm) Using Screening Type A (13.2mm agg) V-3, 26, 4.13 B (i)(b) ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 2447.12 2447.12 136.5 False None None False None False 334031.88 0 2504461 76124 None 4.13 B (ii)(b) Water Bound Macadam, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density, B.Mechanical means.Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) V-3, 26, 4.13 B (ii)(b) ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 2502.24 2502.24 102.38 False None None False None False 256179.3312 0 2504462 76124 None 5.1 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/m2 using mechanical means. V-3, P-31, 5.1 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Sqm 42.64 42.64 2925.0 False None None False None False 124722.0 0 2504463 76124 None 5.4(ii) Tack coat on Granular surface treated with primer, Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. V-3, P-31,5.4(ii) ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Sqm 14.56 14.56 2925.0 False None None False None False 42588.0 0 2504464 76124 None 5.12- C 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. V-3, P-35, 5.12- C ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 9826.96 9826.96 146.25 False None None False None False 1437192.9 0 2504465 76124 None 5.31 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., V-3, P-43, 5.31 ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Cum 10558.08 10558.08 87.75 False None None False None False 926471.52 0 2504466 76124 None 16.15(a)mtr Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material insingle 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,(A)1200mm dia V-3, P-146, 16.15(a) ---- including cost and conveyance of all materials, all labour, all lead and lifts, loading Mtr 8762.0 8762.0 112.5 False None None False None False 985725.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1707371788000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1707371788000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1707371788000 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 1707460408000 0 None None ELIGIBILITY The tender shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those cost. The employer is not responsible for any delay in accessing kppp - Portal. None 1707460436000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1707460454000 0 None None ELIGIBILITY Materials like bitumen,steel,cement etc.,required for the work shall be procured by the tenderer themselves and should got tested by the quality control authority before use on the work None 1707460486000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejected. None 1707460507000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to varify the original documents before approval. None 1707460544000 0 None None ELIGIBILITY If any, additional information required, the same may be obtained from the office of the Executive Engineer, PW, & IWTD,Ramanagara Division, Ramanagara during office hours on all working days. It may be noted that if any of the dates mentioned above happened to be a General Holiday , the next working day will be considered None 1707460570000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons None 1707460588000 0 None None ELIGIBILITY The Tender processing fee shall not be refundable. None 1707460606000 0 None None ELIGIBILITY Tender who qualifying in the technical bid such tender financial bid will be opened None 1707460638000 0 None None ELIGIBILITY All the work as Maintained in the Bill of Quantity (BOQ) are including lead and lift charges loading and unloading charges labor charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work None 1707460675000 0 None None ELIGIBILITY Conditional bids will be rejected None 1707460702000 2 None None ELIGIBILITY Estimates rates are excluding GST as per common SR 2023-24 and prevailing GST (18% of amount put to tender) amount is kept in form of lumpsum and in sanctioned estimate according to guidelines in common SR 2023-24. Therefore, amount put to tender and ECV amount are excluding GST. KPPP portal format has no option to add GST separately at the stage of Draft Tender Schedule (DTS) process for overall amount put to tender, tender has been inviting through an option with INCLUSIVE but the item wise rate do not include GST. Hence GST will be paid separately for the quoted amount accordingly. None 1707460724000 0 None None ELIGIBILITY Increase in GST shall not be paid in the extended period at contract for which the contractor alone is responsible for delay as determined by authority while granting is extention of time None 1707460772000 0 None None ELIGIBILITY Contractors should be registered as KPWD Class I Civil Contractor None 1707460794000 0 None None ELIGIBILITY Units against to the item code to be considered as per universal SOR 23-24 volume 1,2,3 None 1707460812000 0 None None ELIGIBILITY The unit of clearing & grubbing item code 2.5ii(a) to be considered as 100 sqm None 1707460850000 0 None None ELIGIBILITY For item code description, please refer universal Schedule of rates for the year 2023-24 volume 1,2,3. The descriptions in the SR are final None 1707460867000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-4 None 1707460902000 0 None None ELIGIBILITY Contractor should follow strictly the prevailing rules of labour act. None 1707461259000 0 None None ELIGIBILITY Quality Management System(QMS) and Environmental Management System(EMS) shall be implemented and followed in site according to ISO 9001:2015 and ISO 14001:2015 None 1707803864000 0 None None ELIGIBILITY The Defects Liability Period is 02 years 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 Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None 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 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 to 2022-23)(b) Mandating satisfactory completion(atleast 90% of the contract value) as a prime contractor for at least one similar Girder Bridge work to an extent of 50% of the cost of the work of value not less than Rs.397.60 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 its name should have in the last five years (i.e.2018-19 to 2022-23)(c)Executed in any one year,the following minimum quantities of work (usually 80% of the peak annual rate of construction)1)Earth work Excavation/-7396.00 cum, 2) Embankment/subgrade 6442.00 Cum, 3)RCC/PCC 2307.00 Cum 4)Steel 208 Tonne 5) Pile concrete 372.00 mtrs 6) GSB-312.00 Cum, 7)WMM/WBM 792.00 Cum, 8) BM/SDBC/DBM/BC 188.00 Cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Each Tenderer should further demonstrate a)Availability by owning atleast 50% of the required/specified key and critical equipment for this work and b)The remaining 50% can be deployed on lease /hire basis for all works provided ,the relevant documents( commitments ,agreements etc ) for availability for this work are furnished. However it is obligatory for the contractor to use the fallowing machineries for various activities involved in construction as per MORTH specifications. Tippers/HGV-2 Own, 2-Hire, Static roller-1 Own, Vibratory roller-1 Hire , Motor grader-1 Hire, Vehicle mounted bitumen sprayer- 1 Hire, Hot Mix Plant Not less than 40/60 TPH -1 Hire, Asphalt Mechanical Paver Finisher -1 Hire, Water Tanker-1 Own 1-Hire, Concrete Pin/Plate Vibrator with needles-2 set own, 2 set Hire, , Excavater-1 Own 1-Hire, Concrete mixer (mini batching plant)- 1 Hire , Concrete mixer with hopper-1 Own 1-Hire,Dewatering pump-1 Own 1-Hire, Generator set- 1-Hire, Steel form/centering and scaffolding-400 sqm Own, 400 Sqm Hire, Pile Rig machine-1-Hire, Piling Tripod-1-Hire Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- PURCHASE INVAICES, BILLS, SALE, DEED, HIRE/LEASE AGGREEMENT & RC ISSUED BY RTO etc None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under: Assessed available tender capacity -(AxNx1.5-B) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- work done and balance work done certificate issued by an officer not less than rank of EE/Equivalent None None None None a)To qualify for award of this contract, each Tenderer in its name should have in the last five years (i.e. 2018-19 to 2022-23) (a) Achieved in at least two financial years a Minimum financial turn over (in all classes of civil engineering construction works only) of Rs.1590.40 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. 216.90 Lakhs (Credit lines/ letter of credit/ certificates from nationalized/ schedule 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 Annual Turnover Certificate True Technical Bid Contractors should be registered as KPWD Class I Civil Contractor True Technical Bid Small Scale Industries Certificate False Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1707823262000 version 0 createdDate None modifiedDate None blockNumber O/O Executive Engineer,PWD,Ramanagara division, Ramanagara street None city Ramanagara state Karnataka pin 562159
tenderRecallDTO	None