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noticeInvitingTenderDTO	createdTs 1720001746062 version 21 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 431800.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 05-09-2024 16:00:00 tenderQueryClose 04-09-2024 12:30:00 technicalBidOpen 06-09-2024 16:30:00 publishedDate 13-08-2024 11:17:26 publishedByPost PWD_EE_DIV_DWD publishedByUser KPE10473 - PRASHANTH P R bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 07-08-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson EE PWD DHARWAD splitEmdRequiredYn True emdBankGuarantee 331800.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08362747944 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1720001746094 version 4 createdDate None modifiedDate None tenderNumber PWD/2024-25/BR/WORK_INDENT11094 title Construction of Bridge on SH46 to Sangmeshwar village road across the Mangyanahalla in Kalaghatagi Taluk Dharwad District description Construction of Bridge on SH46 to Sangmeshwar village road across the Mangyanahalla in Kalaghatagi Taluk Dharwad District category WORKS categoryText Works ecv 28781641.35 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1680 locationName PWD Division Office Dharwada provisionalAmount 30000000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/5054/MDRBRIDGE/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1720001746000 0 None None Bridges/Culverts Construction of Bridge on SH46 to Sangmeshwar village road across the Mangyanahalla in Kalaghatagi Taluk Dharwad District- Bridge Portion 20409568.65 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3442808 122241 None Vol3,P 10 I NO. 2.8,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. By Mecha Cum 848.42 848.42 69.0 False None None False None False 58540.98 0 3442809 122241 None Vol3,P 11 I NO. 2.17, (ix-B) Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 600 mm to 900 mm dia Mtr 1293.28 1293.28 37.5 False None None False None False 48498.0 0 3442810 122241 None Vol1, P 8 I NO. 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 Cum 489.7 489.7 135.0 False None None False None False 66109.5 0 3442811 122241 None Vol 1, P- 8 I 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 137.83 137.83 3375.41 False None None False None False 465232.7603 0 3442812 122241 None Vol1, P 15 I 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 7710.12 7710.12 67.92 False None None False None False 523671.3504 0 3442813 122241 None Vol1,P 15 I NO. 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8482.04 8482.04 255.03 False None None False None False 2163174.6612 0 3442814 122241 None Vol1,P 16 I NO. 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8971.39 8971.39 211.34 False None None False None False 1896013.5626 0 3442815 122241 None Vol1, P 16 I NO. 2.5.2- 2.6.1 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (3.5m to 5m ) For rates upto 5 m Height, adopt Formwork percentage as per Addendum-I for item no 2.5.1 to 2.5.5 a) note 4 :1% of the finished rate shall be paid as lift charges extra above 3.6 m height at an interval of 3 m thereon. ( pagne no 19)-= 1% increase in lift of 3.5m to 5m Cum 9777.92 9777.92 60.55 False None None False None False 592053.056 0 3442816 122241 None vol1, P17 I NO. 2.5.2 - 2.6.2 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( for 5 to6.6m) Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation a) note 4 :1% of the finished rate shall be paid as lift charges extra above 3.6 m height at an interval of 3 m thereon. ( pagne no 19)= 2% increae in lift of 5.0m to 6.6m Cum 10835.0 10835.0 55.4 False None None False None False 600259.0 0 3442817 122241 None vol1,1 P 7 I.NO. 2.5.2 - 2.6.2 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( for 6.6 to9.6m) Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation a) note 4 :1% of the finished rate shall be paid as lift charges extra above 3.6 m height at aninterval of 3 m thereon. ( pagne no 19)= 2% increae in lift of 6.6m to 9.6m Cum 10923.09 10923.09 71.42 False None None False None False 780127.0878 0 3442818 122241 None Vol1,16 P 17 I NO. 2.5.2 - 2.6.2 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( for 6.6m to 10m) Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation a) note 4 :1% of the finished rate shall be paid as lift charges extra above 3.6 m height at an interval of 3 m thereon. ( pagne no 19)= 2% increae in lift of 6.6m to 9.6m Cum 11803.98 11803.98 265.93 False None None False None False 3139032.4014 0 3442819 122241 None Vol1,P 18 I NO. 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) Tonne 101723.08 101723.08 16.0 False None None False None False 1627569.28 0 3442820 122241 None Vol1,P 18 I 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 (Sub structure of Bridges) Tonne 101990.94 101990.94 28.0 False None None False None False 2855746.32 0 3442821 122241 None Vol1,P 18 I 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 (Super structure of Bridges) Tonne 102256.44 102256.44 17.5 False None None False None False 1789487.7 0 3442822 122241 None vol3, P- 117 I NO. 12.4 Providing and laying of Filter media with granular materials/ IRC:78 and 2200 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. Cum 3158.86 3158.86 261.34 False None None False None False 825536.4724 0 3442823 122241 None vol3, P117 I 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 Cum 1378.24 1378.24 289.12 False None None False None False 398476.7488 0 3442824 122241 None vol1, P 7 I NO. 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 342.84 342.84 403.21 False None None False None False 138236.5164 0 3442825 122241 None Vol3, P 121 I NO. 13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 8036.98 8036.98 9.98 False None None False None False 80209.0604 0 3442826 122241 None Vol3, P 122 I NO. 13.90 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification Cum 13965.3 13965.3 19.95 False None None False None False 278607.735 0 3442827 122241 None Vol3, P121 I.NO. 13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Cum 16485.78 16485.78 27.0 False None None False None False 445116.06 0 3442828 122241 None Vol3, P 121 I NO. 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. m 2748.22 2748.22 80.0 False None None False None False 219857.6 0 3442829 122241 None Vol3, P 121 I NO. 13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No 3859.78 3859.78 18.0 False None None False None False 69476.04 0 3442830 122241 None Vol3, P 123 I NO. 13.15,ii Filler joint : Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. m 161.66 161.66 47.2 False None None False None False 7630.352 0 3442831 122241 None Vol3, P 129 I.NO. 14.4 A 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. A.Stone/Boulder Cum 2256.16 2256.16 226.8 False None None False None False 511697.088 0 3442832 122241 None Vol3, P129 I NO. 14.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Cum 3585.48 3585.48 113.4 False None None False None False 406593.432 0 3442833 122241 None Vol3, P 117 I.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 m 162.84 162.84 34.0 False None None False None False 5536.56 0 3442834 122241 None Vol3, 129 Item No. 14.10 Providing and laying boulders apron on river bed for protection against scour with stone boulders. A Boulder Laid Dry Without Wire Crates. Cum 2256.16 2256.16 90.0 False None None False None False 203054.4 0 3442835 122241 None Vol3, page no. 71 item no. 8.29(i) Cable Duct Across the Road 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. m 2610.06 2610.06 82.0 False None None False None False 214024.92 0 1720001746000 0 None None Bridges/Culverts Construction of Bridge on SH46 to Sangmeshwar village road across the Mangyanahalla in Kalaghatagi Taluk Dharwad District- Approach road Portion 8372072.7 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3442836 122242 None VOL- 3 P 17 I 3.5 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Sqm 7.08 7.08 3058.625 False None None False None False 21655.065 0 3442837 122242 None VOL- 3 P 17 I 3.7 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 123.9 123.9 458.79 False None None False None False 56844.081 0 3442838 122242 None VOL- 3 P 9 I 2.5 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. Light Jungle 100 Sqm 463.74 463.74 8.65 False None None False None False 4011.351 0 3442839 122242 None Vol.1 P 7 I 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 5percentage per cum for every 1.50 m height or part there off Deduct 5percentage per cum if rollers are not used and tamping is done manually Add 8percentage per cum for works under foul sullage situation Cum 559.32 559.32 4271.21 False None None False None False 2388973.1772 0 3442840 122242 None VOL- 3 P 17 I 3.6 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 eet requirement of table No. 300-2 Cum 581.74 581.74 886.62 False None None False None False 515782.3188 0 3442841 122242 None VOL-5 P 23 I 4.1 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 2934.66 2934.66 579.55 False None None False None False 1700782.203 0 3442842 122242 None VOL-3 P 26 I 4.17 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. Cum 3019.62 3019.62 551.44 False None None False None False 1665139.2528 0 3442843 122242 None VOL-3 P 31 I 5.1 A Prime Coat over WMM/WBM (i) 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. Sqm 48.38 48.38 2205.75 False None None False None False 106714.185 0 3442844 122242 None VOL-3 P 31 I 5.3 Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.2 kg/m2 on the prepared bitumenous surface cleaned with mechanical broom Sqm 14.16 14.16 2205.75 False None None False None False 31233.42 0 3442845 122242 None VOL -3 I.NO. 5.8 ii C PG NO. 33 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Cum 9039.98 9039.98 110.29 False None None False None False 997019.3942 0 3442846 122242 None VOL-3 P43 Item No 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. Cum 11979.36 11979.36 55.14 False None None False None False 660541.9104 0 3442847 122242 None P 67 I 8.15 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 Sqm 625.4 625.4 69.2 False None None False None False 43277.68 0 3442848 122242 None VOL-3 P 74 I 8.43 Supplying and Fixing of method shank raised pavement makers/Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capble of providing total internal reflection of the light entering the lens face and shall support a load 16000 Kg tested in accordance to ASTM D 4280 Type H and complying to specifications category A of MORTH circular No RW/NH/33023/10-97 Do III Dt 11.06.1997 The lhight, width and length shall not exceed 50 mm, 100 mm and 102+/-2 mm and with minimum reflective area of 13 cm2 on each on each side and the slope to the base shall be 35 +/- 5 degree. The strenght of detachment of the integrated cylindrical shanks (of diameter not less than 19+/- 2 mm and hieght not less than 30+/- 2mm) from the body is tobe a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufactures recommendation and complete as directed by the engineer, The contractor shall submitt a two year warranty for satisfactory field performance including stipulated retro reflectance of the reflecting of the panel to the Engineer. Nos 430.7 430.7 4.0 False None None False None False 1722.8 0 3442849 122242 None VOL-3 P 132 I 16.8.B Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in mbankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. m 29.5 29.5 1092.0 False None None False None False 32214.0 0 3442850 122242 None VOL-3 P 63 I 8.5A(ii) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. ii.90cm Equilateral triangle Each 7438.72 7438.72 2.0 False None None False None False 14877.44 0 3442851 122242 None VOL-3 P 63 I 8.5A (vi) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. xi.90cm Circular Each 5527.12 5527.12 2.0 False None None False None False 11054.24 0 3442852 122242 None VOL-3 P 67 I 8.16.i Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 5th kilometre stone (precast) Each 5995.58 5995.58 1.0 False None None False None False 5995.58 0 3442853 122242 None VOL-3 P 67 I 8.16.ii Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)) Each 3453.86 3453.86 1.0 False None None False None False 3453.86 0 3442854 122242 None VOL-3 P 67 I 8.16.iii Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) Each 993.56 993.56 1.0 False None None False None False 993.56 0 3442855 122242 None VOL-3 P 67 I 8.25 A Type - A, "W" : Metal Beam Crash Barrier, 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 4295.2 4295.2 16.0 False None None False None False 68723.2 0 3442856 122242 None VOL-3 P 75I 8.45 roviding Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 cm2 on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and coreshell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo o f the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of be fixed by a combination of epoxy adhesive and grouting as per MoRTH specification 806 Nos 3422.0 3422.0 12.0 False None None False None False 41064.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1720001749000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1720001749000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1720001749000 1 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 1720001749000 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 1720001749000 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 1720004061000 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 1720004077000 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 1720004106000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1720004135000 0 None None ELIGIBILITY All the items in the tender include all lead, lifts, lab our, hire charges of machinery curing for concrete works, and all other incidental charges necessary for successful completion of works as per the direction of Engineer in charge of this work. None 1720004146000 1 None None ELIGIBILITY The Tenderer shall obtain the work done certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer(District Level Officer)and scan the Original Certificate and attach the scanned file to the Bid. None 1720004154000 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 1720004161000 3 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 None 1720004168000 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 1720507149000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1720507161000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing e-procurement portal. None 1720507172000 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 Tenderer I T T will only be considered for evaluation None 1720507181000 0 None None ELIGIBILITY To Qualify for award of this contract, each bidder should give all details and documents as per technical and financial bid attached to this tender None 1720507191000 0 None None ELIGIBILITY The bidders shall bear all costs associated with the preparation and submission of each tender, and the employer will in no case be responsible and liable for those costs. None 1720507200000 0 None None ELIGIBILITY All materials required for this work shall be procured by the bidder himself and should got tested by the quality control authorities at his own cost before use on the work. None 1720507208000 1 None None ELIGIBILITY The tenderer should maintain the Road / bridge/Building during the defective liability period 1 Year. None 1720507218000 0 None None ELIGIBILITY Financial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of the 2024-25 in the Technical Qualification Criteria mentioned in the next section None 1720507227000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1720507234000 1 None None ELIGIBILITY Liquid assets and/or availability of credit facilities of not less than Rs.78.50 Lakhs. (Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. LOC in the prescribed Format-2 given in bid document. None 1720507241000 1 None None ELIGIBILITY The Tenderer should be a PWD Registered Class II & above contractor None 1720507248000 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 KPWD and further orders thereon. None 1720507257000 1 None None ELIGIBILITY Period of completion 11 months (including monsoon.) None 1720507264000 0 None None ELIGIBILITY The Total EMD 4,31,800/- . Earnest Money Deposit shall be in two parts, Part (1) Rs.1,00,000/- by e- payment & Part (2) of the EMD.Rs.3,31,800/- by Bank Guarantee issued by Nationalized / Scheduled Bank. Contractor should upload the scanned Copy of Bank Guarantee issued by Nationalized/ Scheduled Bank. Original Bank Guarantee should be handed over by the bidders to THE EXECUTIVE ENGINEER, PWD, DHARWAD DIVISION, DHARWAD None 1720507273000 0 None None ELIGIBILITY Successful bidder should produce 5% of the Contract price plus difference amount for unbalanced tenders in accordance with Clause 25.5 of ITT and Clause 44 of the Conditions of Contract. None 1720507289000 0 None None ELIGIBILITY Star Rates Applicable : Contract price shall be adjusted for increase or decrease in rates and prices of /Steel/Cement in accordance with the following principles and procedure and as per formulae given in the contract data. As per the Government Circular No. PWD 159 CRM 2009 Bangalore dated 30-9-2010 (enclosed with this NIT) None 1720507301000 0 None None ELIGIBILITY Any deviation / error / mistake found in units of items, they should be read as in the unified SR 2023-24 continued for 2024-25 and the rates shall be quoted accordingly. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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. 2019-20 2020-21, 2021-22, 2022-23 & 2023-24 Satisfactorily completed as prime contractor, at least one similar work such as Construction of Bridge of value not less than Rs.143.91 Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the following minimum quantities of work (Earthwork/ Embankment/ Subgrade-7837.90 Cum, Concrete including PCC & RCC-835.62 Cum, Steel-49.20 tonne, GSB-463.64 Cum, WBM/WMM-441.15 Cum, BM/SDBC- 132.34 Cum. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Liquid assets and/or availability of credit facilities of not less than Rs. 78.50 Lakhs. (Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. LOC in the prescribed Format-2 given in bid document. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Each Tenderer should further demonstrate: (a) As per this note, each tenderer should demonstrate availability of few key equipments / machinery for execution of the work. However as per Govt circular no GO FD/AE 263/EXP12-2022 dtd 11-05-2022, this clause for owning key equipments for works costing up to Rs.3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in construction as per Morth specification. The following is the list of Plant & Equipment to be deployed on projec Concrete Batch mix plant, Vibratory Road Roller, Mechnical Paver finisher, Tippers, Water Tanker, Excavator like JCB or Hitachi etc, Plate Vibrator, Needle Vibrator Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Machinaries. None None None None 3.2 To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. , 2019-20 2020-21 2021-22, 2022-23 & 2023-24 a) Achieved in at least Two Financial years a Minimum annual financial turnover Rs. 575.64 Lakhs (in all classes of civil engineering construction works only) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Annual Financial Turnover Certificate for the last five years i.e from 2019-20 to 2023-24, UDIN is preferred in Turnover certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None P&L statements, Balance sheet, ITR copies / Auditors reports for the last 05 years i.e from 2019-20 to 2023-24 Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded Others Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded createdTs version createdDate modifiedDate documentName None None None None Others -- Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None List of works for which tenders already submitted Others List of works for which tenders already submitted createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted None None None None List of existing commitments and ongoing works Others List of existing commitments and ongoing works createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works None None None None Banker Details for reference Others Banker Details for reference createdTs version createdDate modifiedDate documentName None None None None Others -- Banker Details for reference None None None None Principal place of Business Others Principal place of Business createdTs version createdDate modifiedDate documentName None None None None Others -- Principal place of Business 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 Others Technical Personnal createdTs version createdDate modifiedDate documentName None None None None Others -- Technical Personnal None None None None Proposed methodology and Program of construction, backed with equipment, planning and deployment, duly supported with Broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. Others Mile stone createdTs version createdDate modifiedDate documentName None None None None Others -- Mile stone None None None None Information on litigation in which the Tenderer is involved Others Information on litigation in which the Tenderer is involved createdTs version createdDate modifiedDate documentName None None None None Others -- Information on litigation in which the Tenderer is involved
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid PWD Registration Certificate True Technical Bid Quantity wise workdone Certificate True Technical Bid Similar Nature of Work Done Certificate True Technical Bid P&L statements, Balance sheet, ITR copies / Auditors reports for the last 05 years i.e from 2019-20 to 2023-24 True Technical Bid LOC Rs.78.50 Lakhs in the prescribed format. True Technical Bid Address Proof & contact number True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Bridges/Culverts Dharwad Kalghatgi Dharwad North KALGHATGI Sangmeshwar village road across the Mangyanahalla 15 11 31 74 52 31 Bridges/Culverts Dharwad Kalghatgi Dharwad North KALGHATGI Sangmeshwar village road across the Mangyanahalla 15 11 31 74 52 31
tenderAddress	createdTs 1722859379000 version 0 createdDate None modifiedDate None blockNumber Office of the Executive Engineer, PWD Division, KCD Circle, street None city Dharwad state Karnataka pin 580001
tenderRecallDTO	None