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noticeInvitingTenderDTO	createdTs 1706003736264 version 8 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 321900.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 07-02-2024 16:00:00 tenderQueryClose 06-02-2024 12:30:00 technicalBidOpen 08-02-2024 16:30:00 publishedDate 02-02-2024 19:43:12 publishedByPost PWD_EE_DIV_DWD publishedByUser KPE14965 - HANUMANTAPPA VIJAYKUMAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 03-02-2024 12:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Kum Divya splitEmdRequiredYn True emdBankGuarantee 221900.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08362747749 mobileNumber 9380293085 tenderSupplierList None
tenderSchedule	createdTs 1706003736299 version 6 createdDate None modifiedDate None tenderNumber PWD/2023-24/BR/WORK_INDENT6538 title CONSTRUCTION OF BOX CULVERT AT KM 09 IN MAGADI-TIMMAPUR MDR (INGALAGI SCHOOL NEAR) IN KUNDAGOL TALUK DHARWAD DISTRICT description CONSTRUCTION OF BOX CULVERT AT KM 09 IN MAGADI-TIMMAPUR MDR (INGALAGI SCHOOL NEAR) IN KUNDAGOL TALUK DHARWAD DISTRICT category WORKS categoryText Works ecv 21457221.35 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1680 locationName PWD Division Office Dharwada provisionalAmount 27000000.0 groupOverheadTotal 0.0 fileNumber 5054Appendixe/5
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706003736000 0 None None Bridges/Culverts Detailed Estimate for Road Part 4154823.07 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2273520 66671 None Vol-3 p g no 9 i.no 2.5 (ii) a 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. 100 Sqm 393.0 393.0 11.08 False None None False None False 4354.44 0 2273521 66671 None Vol-1 p g no 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 102.0 102.0 553.8 False None None False None False 56487.6 0 2273522 66671 None Vol-1 p g no7 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 Laboure, rolling, waterfall materials, usage& all other appurtenances required to complete the work. Cum 474.0 474.0 2832.9 False None None False None False 1342794.6 0 2273523 66671 None Vol-3 p g no 17 i.no3.6 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 Cum 493.0 493.0 742.83 False None None False None False 366215.19 0 2273524 66671 None Vol-3 p g no 23 i.no4.2 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 For Grading -V Material Cum 2359.0 2359.0 306.72 False None None False None False 723552.48 0 2273525 66671 None Vol-3 p g no 26 i.no4.17 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 2559.0 2559.0 266.25 False None None False None False 681333.75 0 2273526 66671 None Vol-3 p g no 31 i.no 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 0.70kg/m2 using mechanical means. Sqm 41.0 41.0 1065.0 False None None False None False 43665.0 0 2273527 66671 None Vol-3pg n33 i.no5.8(C) 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 7661.0 7661.0 53.25 False None None False None False 407948.25 0 2273528 66671 None V-3 pg n 43 I.no 5.32 Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom Sqm 12.0 12.0 1065.0 False None None False None False 12780.0 0 2273529 66671 None V-3 p g n 43 I.no 5.31 Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushed aggregates of ecified 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 10152.0 10152.0 26.63 False None None False None False 270347.76 0 2273530 66671 None V-3 p g no 67 I.no-8.18 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 748.0 748.0 328.0 False None None False None False 245344.0 0 1706003736000 0 None None Bridges/Culverts Detailed Estimate for Retaining wall 4007679.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2273531 66672 None Vol-1 p g no 8 i.no 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth up to 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 up to 1.5 m including cost of Laboure, tools, usage of machinery & other appurtenances required to complete the work In all kinds of soils Depth up to 3 m Cum 111.27 111.27 402.93 False None None False None False 44834.0211 0 2273532 66672 None Vol-3 p g no 117 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 1168.0 1168.0 310.8 False None None False None False 363014.4 0 2273533 66672 None Vol-1 pg no 15 i.no.2.1.1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates. Cum 5823.27 5823.27 36.63 False None None False None False 213306.3801 0 2273534 66672 None Vol-1 p g no 15 i.no.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 and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7089.82 7089.82 92.5 False None None False None False 655808.35 0 2273535 66672 None Vol-1 pg no 111 sl.no.1b Providing formwork for foundation at 3% Cum 212.69 212.69 92.5 False None None False None False 19673.825 0 2273536 66672 None Vol-1 p g no 16 i.no.2.4.4 Providing and laying in position 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 necessary, 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. 2.4.4 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7354.91 7354.91 112.48 False None None False None False 827280.2768 0 2273537 66672 None vol-1 pg. no. 112 Providing formwork for stem at 20% Cum 1470.98 1470.98 112.48 False None None False None False 165455.8304 0 2273538 66672 None Vol-1 p g no 18 i.no. 2.11 c Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, Laboure, cleaning, straightening, cutting, bending, hooking, lapping/welding joints, tying with binding wire / soft annealed steel wire and other ancillary operations complete as per drawing and technical specification. Sub structure of Bridges t 86433.0 86433.0 14.45 False None None False None False 1248956.85 0 2273539 66672 None Vol-3 p g no 117 i.no.12.4 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 2677.0 2677.0 168.72 False None None False None False 451663.44 0 2273540 66672 None V-3 p g no 117 I.no-12.2 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. m 239.0 239.0 74.0 False None None False None False 17686.0 0 1706003736000 0 None None Bridges/Culverts Detailed Estimate for Bridge Part 11129389.24 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2273541 66673 None Vol-3 p g no 10 i.no. 2.8 (ii)a Dismantling of Structures 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. In Cement Concrete Grade M-15 & M-20. Cum 719.0 719.0 360.0 False None None False None False 258840.0 0 2273542 66673 None Vol-1 p g no 8 i.no 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth up to 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 up to 1.5 m including cost of Laboure, tools, usage of machinery & other appurtenances required to complete the work In all kinds of soils Depth up to 3 m. Cum 111.27 111.27 980.25 False None None False None False 109072.4175 0 2273543 66673 None Vol-3 p g no 117 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 1168.0 1168.0 287.92 False None None False None False 336290.56 0 2273544 66673 None Vol-1 p g no 15 2.1.1 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 technicalspecifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates. Cum 5823.27 5823.27 201.16 False None None False None False 1171408.9932 0 2273545 66673 None Vol-1 p g no 15 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 , Laboure, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6858.55 6858.55 94.43 False None None False None False 647652.8765 0 2273546 66673 None Vol-1 pg. 111 sl.no. 1b Formwork at 3% for curtain wall. Cum 205.76 205.76 94.43 False None None False None False 19429.9168 0 2273547 66673 None Vol-1 p g no 15 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 , Laboure, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6912.0 6912.0 191.83 False None None False None False 1325928.96 0 2273548 66673 None Vol-1 p g no 111 sl.no.1b Formwork at 3% for foundation. Cum 207.36 207.36 191.83 False None None False None False 39777.8688 0 2273549 66673 None Vol-1 p g no 18 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 t 86206.0 86206.0 12.59 False None None False None False 1085333.54 0 2273550 66673 None Vol-1 p g no 18 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 t 86433.0 86433.0 12.19 False None None False None False 1053618.27 0 2273551 66673 None Vol-1 p g no 16 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 17 Item No. Description of Item Unit Rate Rs. appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6912.0 6912.0 133.05 False None None False None False 919641.6 0 2273552 66673 None Vol-1 p g no 112 sl.no. 6 Form work at 20% for Substructure. Cum 1382.4 1382.4 133.05 False None None False None False 183928.32 0 2273553 66673 None Vol-1 p g no 16 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 aggre gates as per relevant IS Codesmachine mixed with super plasticisers laid in layer swell compacted using needle vibrators. The cost includes all lead & lifts, cost of all mate rials, quality confirming to threquirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurt enanc es required to complete the work as per technical specifications. (Thecost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7465.09 7465.09 131.0 False None None False None False 977926.79 0 2273554 66673 None Vol-1 p g no 112 sl.no. 6 Form work at 20% for Super structure. Cum 1493.02 1493.02 131.0 False None None False None False 195585.62 0 2273555 66673 None Vol-1 p g no 18 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. t 86658.0 86658.0 7.56 False None None False None False 655134.48 0 2273556 66673 None Vol-3 p g no 129 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 1912.0 1912.0 43.58 False None None False None False 83324.96 0 2273557 66673 None Vol-3 p g no 117 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 Morath 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 2677.0 2677.0 116.12 False None None False None False 310853.24 0 2273558 66673 None Vol-3 p g no 117 12.2 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing fore. Complete as per drawing and Technical Specifications No 239.0 239.0 40.88 False None None False None False 9770.32 0 2273559 66673 None Vol-3 p g no 121 13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. No 3271.0 3271.0 12.0 False None None False None False 39252.0 0 2273560 66673 None Vol-3 p g no 121 13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Cum 7430.18 7430.18 9.45 False None None False None False 70215.201 0 2273561 66673 None Vol-3 p g no 122 13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Cum 12910.91 12910.91 18.9 False None None False None False 244016.199 0 2273562 66673 None Vol-3 p g no 123 13.13 A Provision of an Reinforced cement concrete crash barrier at the bridge deck &approaches to bridge structure, constructed with Rein forced cement concrete with TMT rein for cement conforming to MORT&H specifications and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) m 4546.91 4546.91 82.4 False None None False None False 374665.384 0 2273563 66673 None Vol-3 p g no 121 13.2 A Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant). Cum 15241.09 15241.09 17.68 False None None False None False 269462.4712 0 2273564 66673 None Vol-3 p g no 65 8.8 Direction and Place Identification Signs with size more than 0.9 m2 size Board Providing and erecting direction and place identification retro reflectorized sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Sqm 9702.0 9702.0 3.6 False None None False None False 34927.2 0 2273565 66673 None Vol-3 p g no 123 13.15(ii) Filler joint Providing & fixing 20 mm thick compressible fiber board in expansion joint complete as per drawing & Technical Specification. m 137.0 137.0 36.82 False None None False None False 5044.34 0 2273566 66673 None Vol-3 p g no 117 12.4 Providing and laying of Filter media with granular materials/stone crushed agger gates satisfying the requirements laid down in clause 2504.2.2. of Morath specifictions 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 2677.0 2677.0 21.79 False None None False None False 58331.83 0 2273567 66673 None Vol-1 p g no 11 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering ,including cost of all materials and Laboure with all lead and lift complete as per specifications. Cum 2682.0 2682.0 242.34 False None None False None False 649955.88 0 1706003736000 0 None None Bridges/Culverts Detailed estimate for Single cell Box Culvert 2165329.67 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2273568 66674 None Vol-1 p g no 8 i.no 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth up to 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 up to 1.5 m including cost of Laboure, tools, usage of machinery & other appurtenances required to complete the work In all kinds of soils Depth up to 3 m. Cum 111.27 111.27 207.41 False None None False None False 23078.5107 0 2273569 66674 None Vol-3 p g no 117 12.3 A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. Granular material Cum 1168.0 1168.0 70.16 False None None False None False 81946.88 0 2273570 66674 None Vol-1 p g no 15 2.1.1 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 technicalspecifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates. Cum 5823.27 5823.27 44.6 False None None False None False 259717.842 0 2273571 66674 None Vol-1 p g no 15 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 and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6858.55 6858.55 21.75 False None None False None False 149173.4625 0 2273572 66674 None Vol-1 p g no111 sl.no. 1b Form work for U/S & D/S Curtain wall of Box at 3% Cum 205.76 205.76 21.75 False None None False None False 4475.28 0 2273573 66674 None Vol-1 p g no 15 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 steel reinforcement & formwork to be paid separately)-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6912.0 6912.0 39.01 False None None False None False 269637.12 0 2273574 66674 None Vol-1 pg.no. 112 sl.no.6 Form work for Sub Structure Cum 1382.4 1382.4 39.01 False None None False None False 53927.424 0 2273575 66674 None Vol-1 p g no 18 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. t 86433.0 86433.0 4.82 False None None False None False 416607.06 0 2273576 66674 None Vol-1 p g no 16 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 17 Item No. Description of Item Unit Rate Rs. appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6912.0 6912.0 29.83 False None None False None False 206184.96 0 2273577 66674 None Vol-1 p g no. 112 sl.no.6 Form work for Super Structure Cum 1382.4 1382.4 29.83 False None None False None False 41236.992 0 2273578 66674 None Vol-1 p g no 16 i.no. 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 up to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggre gates as per relevant IS Codes machine mixed with super plasticizers laid in layer swell compacted using needle vibrators. The cost includes all lead & lifts, cost of all mate rials, quality confirming to the equirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurt enanc es required to complete the work as per technical specifications. (Thecost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 7465.09 7465.09 13.44 False None None False None False 100330.8096 0 2273579 66674 None Vol-1 p g no112 sl.no.6 Form work for Top Raft of Box Cum 1493.02 1493.02 13.44 False None None False None False 20066.1888 0 2273580 66674 None Vol-1 p g no 18 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 t 86658.0 86658.0 0.94 False None None False None False 81458.52 0 2273581 66674 None Vol-3 p g no 129 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 1912.0 1912.0 21.69 False None None False None False 41471.28 0 2273582 66674 None Vol-3 p g no 117 i.no.12.4 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 2677.0 2677.0 41.08 False None None False None False 109971.16 0 2273583 66674 None Vol-3 p g no 117 i.no.12.2 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications No 239.0 239.0 44.0 False None None False None False 10516.0 0 2273584 66674 None Vol-3 p g no 121 13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. No 3271.0 3271.0 2.0 False None None False None False 6542.0 0 2273585 66674 None Vol-3 p g no 123 13.13 A Provision of an Reinforced cement concrete crash barrier at the bridge deck &approaches to bridge structure, constructed with Rein forced cement concrete with TMT rein for cement conforming to MORT&H specifications and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) m 4546.91 4546.91 28.0 False None None False None False 127313.48 0 2273586 66674 None Vol-3 p g no 121 13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Cum 15241.09 15241.09 2.16 False None None False None False 32920.7544 0 2273587 66674 None Vol-3 p g no 65 8.8 Direction and Place Identification Signs with size more than 0.9 m2 size Board Providing and erecting direction and place identification retro reflectorized sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Sqm 9702.0 9702.0 3.6 False None None False None False 34927.2 0 2273588 66674 None Vol-3 p g no 123 13.15(ii) Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. m 137.0 137.0 8.3 False None None False None False 1137.1 0 2273589 66674 None Vol-3 p g no 117 12.4 Providing and laying of Filter media with granular materials/stone crushed granular gates satisfying the requirements laid down in clause 2504.2.2. of Morath specifical tions 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 2677.0 2677.0 10.84 False None None False None False 29018.68 0 2273590 66674 None Vol-1 p g no 11 i.no.1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. Cum 2682.0 2682.0 13.19 False None None False None False 35375.58 0 2273591 66674 None Vol-3 p g no 11 2.17 C Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. C Above 900 mm. m 1374.0 1374.0 14.0 False None None False None False 19236.0 0 2273592 66674 None V-3, pg no. 10, 2.8 (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. (ii) By Mechanical Means. a Cement Concrete Grade M-15 & M-20 Cum 719.0 719.0 12.6 False None None False None False 9059.4 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706003749000 1 None None ELIGIBILITY GST shall be paid to the tendered amount separately None 1706003749000 1 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 1706003749000 1 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1706003854000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1706003860000 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 1706003867000 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 1706003876000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1706003883000 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 1706003892000 0 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. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification. None 1706003901000 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 1706003911000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire commitment Agreement for the Machinery and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification None 1706003919000 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 1706003926000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1706003932000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing e-procurement portal None 1706003938000 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 1706003944000 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 1706003951000 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 1706003959000 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 1706003965000 0 None None ELIGIBILITY The tenderer should maintain the Road / bridge/Building during the defective liability period of 12 Months. (365 Days) None 1706003975000 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 2023-24 in the Technical Qualification Criteria mentioned in the next section None 1706003982000 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 1706003990000 0 None None ELIGIBILITY The increase in GST shall not be paid in the extended period of the contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time None 1706004006000 1 None None ELIGIBILITY Liquid assets and/or availability of credit facilities of not less than Rs.71.53 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 1706004125000 2 None None ELIGIBILITY Period of completion 9 months (including monsoon.) None 1706004156000 0 None None ELIGIBILITY The Total EMD 3,21,900/- . Earnest Money Deposit shall be in two parts, Part (1) Rs.1,00,000/- by e- payment & Part (2) of the EMD.Rs.2,21,900/- 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 1706004169000 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 1706006948000 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
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Executed in any one year the following minimum quantities of work( Earthwork/ Embankment-Subgrade -4576.10 Cum, Concrete (including PCC & RCC)-944.36 Cum, Steel-42.04 Tonne, WMM/WBM- 1065.00 Cum, BM/SDBC-63.90 Cum Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None PWD Registration Certificate Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- PWD Registration Certificate None None None None 3.2 B) 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 Building of value not less than Rs.107.29 Lakhs. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.3) 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 project 1) Tippers / Trucks , 2) Excavator / Backhoe, 3)Concrete batching plant (4)Water Tanker 5)Shuttering materials(6)Transit mixer Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- machinery None None None None Liquid assets and/or availability of credit facilities of not less than Rs. 71.53 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 Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Equipments 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. ,2018-19, 2019-20 2020-21 2021-22 2022-23 a) Achieved in at least Two Financial years a Minimum annual financial turnover Rs. 429.16 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 2018-19 to 2022-23, 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 2018-19 to 2022-23 Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Banker Details for reference Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Banker Details for reference 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 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 METHODOLOGY createdTs version createdDate modifiedDate documentName None None None None Others -- Methodology 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 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 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 work done certificate True Technical Bid Similar Nature of Work Done True Technical Bid Contact details of contractor Should mention communication Address, Phone Number, Email ID True Technical Bid Liquid assets and or availability of credit facilities of not less than Rs.71.53 Lakhs. True Technical Bid Address Proof & Contact Number True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1706786916000 version 0 createdDate None modifiedDate None blockNumber Office of the Executive Engineer, PWD Division, KCD Circle, street None city Dharwad state Karnataka pin 580007
tenderRecallDTO	None