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noticeInvitingTenderDTO	createdTs 1723985135707 version 18 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 11800000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 24-10-2024 16:00:00 tenderQueryClose 25-09-2024 16:00:00 technicalBidOpen 25-10-2024 16:30:00 publishedDate 21-09-2024 16:11:12 publishedByPost KNNL_EE_DIV_CD5_YRM publishedByUser KPE14581 - NAGASHETTY CHANDRASHEKHAR bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 20-09-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType PERCENTAGE denominationTypeText Percentage retenderedYn None percentageRateTypeText Single Rate contactPerson Smt.Rajeshwari T.A splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08532251105 mobileNumber 9448591038 tenderSupplierList None
tenderSchedule	createdTs 1723985135742 version 10 createdDate None modifiedDate None tenderNumber KNNL/2024-25/BB/WORK_INDENT1423 title Construction of Bridge cum Barrage across Tungabhadra River near Chikkamanhale Village Raichur taluk and District and improvement & widening of approach roads for both side. description Construction of Bridge cum Barrage across Tungabhadra River near Chikkamanhale Village Raichur taluk and District and improvement & widening of approach roads for both side. category WORKS categoryText Works ecv 1385521098.47 deptName Karnataka Neeravari Nigam Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 4140 locationName KNNL Division Canal Div No 5 Yeramarus provisionalAmount 1581000000.0 groupOverheadTotal 211350676.04 fileNumber AEE/KNNL/RDS/BCB/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1723985136000 0 None None Bridge cum Barrages Construction of Bridge cum Barrage across Tungabhadra River near Chikkamanhale Village Raichur taluk and District and improvement & widening of approach roads for both side. 1174170422.43 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3803463 144405 None 001 PART A1 ROAD Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. . (ii). By Mechanical Means A. In area of light jungle 100 Sqm 412.65 412.65 368.72 False None None False None False 152152.308 0 3803464 144405 None 002 PART A1 ROAD Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Sqm 6.3 6.3 3495.92 False None None False None False 22024.296 0 3803465 144405 None 003 PART A1 ROAD 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 Cement Concrete M15 & M20 Cum 979.65 979.65 3.17 False None None False None False 3105.4905 0 3803466 144405 None 004 PART A1 ROAD 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 Removal of all types of Hume pipes and stacking including earthwork and dismantling of masonry works B. Above 600 mm to 900 mm dia. m 1150.8 1150.8 6.6 False None None False None False 7595.28 0 3803467 144405 None 005 PART A1 ROAD 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 110.25 110.25 4233.02 False None None False None False 466690.455 0 3803468 144405 None 006 PART A1 ROAD Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. Cum 99.75 99.75 5531.17 False None None False None False 551734.2075 0 3803469 144405 None 007 PART A1 ROAD Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work In Ordinary/Soft rock upto 300 mm depth Cum 380.1 380.1 515.86 False None None False None False 196078.386 0 3803470 144405 None 008 PART A1 ROAD Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.50m Cum 581.71 581.71 171.95 False None None False None False 100025.0345 0 3803471 144405 None 009 PART A1 ROAD 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. Cum 497.7 497.7 36684.48 False None None False None False 18257865.696 0 3803472 144405 None 010 PART A1 ROAD Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. Cum 124.95 124.95 1238.06 False None None False None False 154695.597 0 3803473 144405 None 011 PART A1 ROAD 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 517.65 517.65 11069.97 False None None False None False 5730369.9705 0 3803474 144405 None 012 PART A1 ROAD Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 A Plant Mix Method (v) For Grading -V Material Cum 2611.35 2611.35 4228.44 False None None False None False 11041936.794 0 3803475 144405 None 013 PART A1 ROAD 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 2686.95 2686.95 5625.32 False None None False None False 15114953.574 0 3803476 144405 None 014 PART A1 ROAD Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. B. Mechanical means (i) Grading-I (63 mm to 45 mm) a) Using Screening Crushable type such as Moorum or Gravel Cum 2272.2 2272.2 1100.0 False None None False None False 2499420.0 0 3803477 144405 None 015 PART A1 ROAD 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 per m2 using mechanical means. (As per issue rates) Sqm 43.05 43.05 17627.42 False None None False None False 758860.431 0 3803478 144405 None 016 PART A1 ROAD Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 12.6 12.6 17627.42 False None None False None False 222105.492 0 3803479 144405 None 017 PART A1 ROAD Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 12.6 12.6 17627.42 False None None False None False 222105.492 0 3803480 144405 None 018 PART A1 ROAD Providing and laying Dense Graded Bituminous Macadam with120 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (As per issue rates) Cum 10002.3 10002.3 997.41 False None None False None False 9976394.043 0 3803481 144405 None 019 PART A1 ROAD Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (As per issue rates) Cum 11240.25 11240.25 528.82 False None None False None False 5944069.005 0 3803482 144405 None 020 PART A1 ROAD Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Sqm 1121.4 1121.4 3738.43 False None None False None False 4192275.402 0 3803483 144405 None 021 PART A1 ROAD Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. Sqm 101.85 101.85 3963.0 False None None False None False 403631.55 0 3803484 144405 None 022 PART A1 ROAD Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M15 grade for kerb base m 250.95 250.95 1292.0 False None None False None False 324227.4 0 3803485 144405 None 023 PART A1 ROAD Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M20 grade for kerb Cast in Situ m 278.25 278.25 1292.0 False None None False None False 359499.0 0 3803486 144405 None 024 PART A1 ROAD Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per PCC M15 grade for kerb base m 254.1 254.1 6216.8 False None None False None False 1579688.88 0 3803487 144405 None 025 PART A1 ROAD Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M20 grade for kerb Cast in Situ m 389.55 389.55 6216.8 False None None False None False 2421754.44 0 3803488 144405 None 026 PART A1 ROAD Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 114.45 114.45 825.55 False None None False None False 94484.1975 0 3803489 144405 None 027 PART A1 ROAD 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 556.5 556.5 668.55 False None None False None False 372048.075 0 3803490 144405 None 028 (A) PART A1 ROAD Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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. (600 MM Equilateral triangle type XI) Nos 3784.2 3784.2 12.0 False None None False None False 45410.4 0 3803491 144405 None 028 (B) PART A1 ROAD Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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. (600 MM Circle type XI) Nos 4566.45 4566.45 12.0 False None None False None False 54797.4 0 3803492 144405 None 029 PART A1 ROAD Providing and erecting direction and place identification retro-reflectorised 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 not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm 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 9460.5 9460.5 1.8 False None None False None False 17028.9 0 3803493 144405 None 030 PART A1 ROAD Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be 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 manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Each 383.25 383.25 895.0 False None None False None False 343008.75 0 3803494 144405 None 031 PART A1 ROAD Supply and erection of 14 Feet Height Street Light Pole 14 Feet Height Street Light Pole on suitable cement concrete foundation with 2.5 Feet height dia 95 mm cast iron decorative round pedestal as per design weighing not less than 37Kgs, the pedestal shall be fitted with Class 'C' G.I.Pipe 7 Feet height 75 mm outer dia and 7 feet height top piece outer dia of 65 mm fixed by measure of threading/welding/coupling complete. (excluding foundation). Each 21630.0 21630.0 73.0 False None None False None False 1578990.0 0 3803495 144405 None 032 PART A1 ROAD 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 embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means m 26.25 26.25 1500.0 False None None False None False 39375.0 0 3803496 144405 None 033 PART A1 ROAD PCC for Open Foundation Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (As per issue rates) Cum 6288.45 6288.45 982.2 False None None False None False 6176515.59 0 3803497 144405 None 034 PART A1 ROAD PCC for Open Foundation Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (As per issue rates) Cum 6527.85 6527.85 18.26 False None None False None False 119198.541 0 3803498 144405 None 035 PART A1 ROAD PCC - M20 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (As per issue rates) Cum 6601.35 6601.35 200.92 False None None False None False 1326343.242 0 3803499 144405 None 036 PART A1 ROAD Sub Structure Concrete Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (As per issue rates) Cum 6652.8 6652.8 1344.29 False None None False None False 8943292.512 0 3803500 144405 None 037 PART A1 ROAD Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Tonne 86433.0 86433.0 918.02 False None None False None False 79347222.66 0 3803501 144405 None 038 PART A1 ROAD Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 11946.89 False None None False None False 1279511.919 0 3803502 144405 None 039 PART A1 ROAD Sub Structure Concrete Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (As per issue rates) Cum 7318.08 7318.08 8068.18 False None None False None False 59043586.6944 0 3803503 144405 None 040 PART A1 ROAD 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. MORTH Specification No.2706 & 2200 Nos / Rmtr 144.9 144.9 129.87 False None None False None False 18818.163 0 3803504 144405 None 041 PART A1 ROAD Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. As per MoRT & H Technical Specification Clause 2504 Cum 3187.8 3187.8 3493.2 False None None False None False 11135622.96 0 3803505 144405 None 042 PART A1 ROAD PVC Pipe 110mm outer dia at 2kg per cm2. Rmtr 162.75 162.75 647.71 False None None False None False 105414.8025 0 3803506 144405 None 043 PART A1 ROAD Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering including all lead, lifts, all labour, hire charges of all machineries etc., complete.in accordance with MoRT&H Technical Specification Clause 307. (As per item 3.23 of NHSR 2022-2023, NH Zone, Schedule page 24) Sqm 46.2 46.2 8810.46 False None None False None False 407043.252 0 3803507 144405 None 044 PART A1 ROAD Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Tonne 90754.65 90754.65 30.01 False None None False None False 2723547.0465 0 3803508 144405 None 045 PART A1 ROAD Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification Nos 3434.55 3434.55 12.0 False None None False None False 41214.6 0 3803509 144405 None 046 PART A1 ROAD 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/Boluder Cum 2007.6 2007.6 63.38 False None None False None False 127241.688 0 3803510 144405 None 047 PART A1 ROAD Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates Cum 2007.6 2007.6 35.82 False None None False None False 71912.232 0 3803511 144405 None 048 PART A1 ROAD Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-25 grade concrete with TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, 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 approved drawing and at ocations directed by the Engineer, all as specified. (Area = 0.243 m2/m, single face) (ii) M 30 grade concrete Rmtr 2639.7 2639.7 74.0 False None None False None False 195337.8 0 3803512 144405 None 049 PART A2 BRIDGE 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. (iii) By Mechanical Means using Dozer a. In area of light jungle 100 Sqm 412.65 412.65 291.0 False None None False None False 120081.15 0 3803513 144405 None 050 PART A2 BRIDGE 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. 1.14.1: In all kinds of soils Depth upto 3 m Cum 129.59 129.59 4937.11 False None None False None False 639800.0849 0 3803514 144405 None 051 PART A2 BRIDGE 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 461.19 461.19 989.88 False None None False None False 456522.7572 0 3803515 144405 None 052 PART A2 BRIDGE Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.50m Cum 703.86 703.86 1584.38 False None None False None False 1115181.7068 0 3803516 144405 None 053 PART A2 BRIDGE Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8m dia. Well. (A) Assuming depth of water 1.0 m and height of island to be 1.25m. Nos 321035.4 321035.4 24.0 False None None False None False 7704849.6 0 3803517 144405 None 054 PART A2 BRIDGE 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. Cum 497.7 497.7 60121.44 False None None False None False 29922440.688 0 3803518 144405 None 055 PART A2 BRIDGE Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete. Nos 1312.5 1312.5 384.0 False None None False None False 504000.0 0 3803519 144405 None 056 PART A2 BRIDGE Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6917.3 6917.3 436.85 False None None False None False 3021822.505 0 3803520 144405 None 057 PART A2 BRIDGE Open Foundation concrete 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 7318.08 7318.08 3676.26 False None None False None False 26903164.7808 0 3803521 144405 None 058 PART A2 BRIDGE Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1000 mm m 12743.85 12743.85 1650.6 False None None False None False 21034998.81 0 3803522 144405 None 059 PART A2 BRIDGE Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. Tonne 131695.2 131695.2 224.09 False None None False None False 29511577.368 0 3803523 144405 None 060 PART A2 BRIDGE Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8778.08 8778.08 4819.84 False None None False None False 42308941.1072 0 3803524 144405 None 061 PART A2 BRIDGE Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. Tonne 345.45 345.45 34320.0 False None None False None False 11855844.0 0 3803525 144405 None 062 PART A2 BRIDGE 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 For Foundation Tonne 90516.3 90516.3 692.49 False None None False None False 62681632.587 0 3803526 144405 None 063 PART A2 BRIDGE 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 For Sub Structure Tonne 90754.65 90754.65 625.96 False None None False None False 56808780.714 0 3803527 144405 None 064 PART A2 BRIDGE Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M 40 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Height upto 15 m to 20m Cum 11373.26 11373.26 8336.12 False None None False None False 94808860.1512 0 3803528 144405 None 065 PART A2 BRIDGE 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 For Super Structure Tonne 90990.9 90990.9 1217.32 False None None False None False 110765042.388 0 3803529 144405 None 066 PART A2 BRIDGE Providing and laying 3mm thick asphalt seal pad made of actatic polypropylene polymer (app) modified bituminous pad reinforced with non woven polyester mat of high bear strength as a carrier (confirming to ASTM - D6222 (S) Specification) on concrete bridge deck slab including cost of materials, labour, HOM complete as per specifications. Sqm 426.3 426.3 7236.84 False None None False None False 3085064.892 0 3803530 144405 None 067 PART A2 BRIDGE Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 11240.25 11240.25 289.47 False None None False None False 3253715.1675 0 3803531 144405 None 068 PART A2 BRIDGE Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates Cum 2007.6 2007.6 3340.08 False None None False None False 6705544.608 0 3803532 144405 None 069 PART A2 BRIDGE 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. Rmtr 2445.45 2445.45 1953.82 False None None False None False 4777969.119 0 3803533 144405 None 070 PART A2 BRIDGE Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and clause 2606 of MoRTH specifications for road & bridge works Rmtr 15969.45 15969.45 303.21 False None None False None False 4842096.9345 0 3803534 144405 None 071 PART A2 BRIDGE Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification Nos 3434.55 3434.55 624.0 False None None False None False 2143159.2 0 3803535 144405 None 072 PART A2 BRIDGE 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. MORTH specification No. 710.1.4.of IRC:78 and 2200 Cum 2810.85 2810.85 91.41 False None None False None False 256939.7985 0 3803536 144405 None 073 PART A2 BRIDGE PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification as per MORTH Specification No. 2700 Cum 7151.55 7151.55 19.65 False None None False None False 140527.9575 0 3803537 144405 None 074 PART A2 BRIDGE Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). MORTH specification No.1500,1600, 1700 & 2704 Cum 12426.75 12426.75 23.58 False None None False None False 293022.765 0 3803538 144405 None 075 PART A2 BRIDGE High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Tonne 245927.85 245927.85 218.66 False None None False None False 53774583.681 0 3803539 144405 None 076 PART A2 BRIDGE KSRRB M800-28. Lighting on Bridges : Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp complete as per specifications Nos 7339.5 7339.5 49.6 False None None False None False 364039.2 0 3803540 144405 None 077 PART A2 BRIDGE 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 face. Complete as per drawing and Technical Specifications Nos / Rmtr 144.9 144.9 32.84 False None None False None False 4758.516 0 3803541 144405 None 078 PART A2 BRIDGE Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. MORTH Specification No.710.1.4.of IRC:78 & 2200 A. Granular material Cum 1226.4 1226.4 860.49 False None None False None False 1055304.936 0 3803542 144405 None 079 PART A2 BRIDGE Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. As per MoRT &H Technical Specification Clause 2504 . Cum 3187.8 3187.8 168.69 False None None False None False 537749.982 0 3803543 144405 None 080 PART A2 BRIDGE 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/Boluder Cum 2007.6 2007.6 168.69 False None None False None False 338662.044 0 3803544 144405 None 081 PART A2 BRIDGE Concealed Conduit System Supplying heavy gauge PVC conduit pipe . mmdia.mm thick confirming to IS 2509 with suitable sizebends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 40 mm dia 2.5 mm thick Rmtr 154.35 154.35 4094.0 False None None False None False 631908.9 0 3803545 144405 None 082 PART A3 BARRAGE Clearing Grass and Removal of Rubbish & dumping to outside periphery by manual means 100 Sqm 388.5 388.5 203.0 False None None False None False 78865.5 0 3803546 144405 None 083 PART A3 BARRAGE Cutting of Trees, excluding removal of stumps and roots of trees Each 993.3 993.3 100.0 False None None False None False 99330.0 0 3803547 144405 None 084 PART A3 BARRAGE Removal of stumps and roots including backfilling with suitable material to required compaction Each 511.35 511.35 100.0 False None None False None False 51135.0 0 3803548 144405 None 085 (A) PART A3 BARRAGE 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 (0.00 to 3.00) m depth Cum 111.44 111.44 38800.0 False None None False None False 4323872.0 0 3803549 144405 None 085 (B) PART A3 BARRAGE 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 (3.00 to 6.00) m depth Cum 130.28 130.28 4244.0 False None None False None False 552908.32 0 3803550 144405 None 086 PART A3 BARRAGE 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 Cum 549.86 549.86 556.0 False None None False None False 305722.16 0 3803551 144405 None 087 PART A3 BARRAGE Preparing foundation bed for masonry or concrete by removing all loose material by wedging / chiselling and disposing off the same as directed and cleaning the surface with air and water jet including cost of all materials, machinery, labour and all other ancillary operations complete. (Organisation specific) Sqm 57.75 57.75 13581.0 False None None False None False 784302.75 0 3803552 144405 None 088 PART A3 BARRAGE Drilling 50 mm dia. holes vertical or inclined upto 10 degrees to vertical in rock / masonry / concrete by percussion drilling method using waggon drill or any other suitable equipment including cost of all materials, machinery, labour, redrilling through partially set grout wherever required etc., complete Rmtr 374.85 374.85 7875.0 False None None False None False 2951943.75 0 3803553 144405 None 089 PART A3 BARRAGE Flushing grout holes of all sizes with water and air jets alternatively for an average period of 30 minutes and observing water intake after flushing including cost of all materials, machinery, labour and all other ancillary operations complete. Rmtr 69.3 69.3 7875.0 False None None False None False 545737.5 0 3803554 144405 None 090 PART A3 BARRAGE Grouting with neat cement grout mix of suitable consistency under specified grout pressure as directed in drilled holes by stage grouting method including cost of all materials, machinery, labour, redrilling if necessary and all other ancillary operations complete. t 14065.8 14065.8 198.13 False None None False None False 2786856.954 0 3803555 144405 None 091 PART A3 BARRAGE Providing and fixing 25 mm dia 2.75 m long ribbed steel anchor rods with one end split and driven firmly using steel wedge into 1.25 m deep 38 mm dia hole drilled in bed rock and other end provided with L-bend for embedding in concrete / masonry for spillway and appurtenatnt works including cost of all materials, machinery, labour, steel wedge, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod and all other ancillary operations complete. Each 1337.7 1337.7 5426.0 False None None False None False 7258360.2 0 3803556 144405 None 092 PART A3 BARRAGE Providing and laying in-situ vibrated M-15 grade cement concrete using 40mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lifts. Cum 6370.35 6370.35 2754.5 False None None False None False 17547129.075 0 3803557 144405 None 093 PART A3 BARRAGE Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for gravity type structures including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete. Cum 7282.96 7282.96 1843.8 False None None False None False 13428321.648 0 3803558 144405 None 094 PART A3 BARRAGE 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. Cum 7531.1 7531.1 1132.9 False None None False None False 8531983.19 0 3803559 144405 None 095 (A) PART A3 BARRAGE Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) (0 to 5.0) m lift Cum 7928.59 7928.59 18432.4 False None None False None False 146142942.316 0 3803560 144405 None 095 (B) PART A3 BARRAGE Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) (5.0 to 10.0) m lift Cum 8030.53 8030.53 3606.9 False None None False None False 28965318.657 0 3803561 144405 None 095 (C) PART A3 BARRAGE Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) (10.00 - 15.00)m Cum 8047.52 8047.52 328.2 False None None False None False 2641196.064 0 3803562 144405 None 095 (D) PART A3 BARRAGE Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) (15.00 - 20.00)m Cum 8064.51 8064.51 324.9 False None None False None False 2620159.299 0 3803563 144405 None 095 (E) PART A3 BARRAGE Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) (20.00 - 25.00)m Cum 8081.5 8081.5 273.0 False None None False None False 2206249.5 0 3803564 144405 None 096 PART A3 BARRAGE 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. t 93284.1 93284.1 848.0 False None None False None False 79104916.8 0 3803565 144405 None 097 PART A3 BARRAGE Providing and constructing contraction joints by fixing 230 mm wide central bulb type PVC water stop in single line supported by 10 mm dia. steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, vulcanizing water seal joints and all other ancillary operations complete. Rmtr 603.75 603.75 891.0 False None None False None False 537941.25 0 3803566 144405 None 098 PART A3 BARRAGE Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering, ramming and all other ancillary operations complete. Cum 2317.35 2317.35 2475.0 False None None False None False 5735441.25 0 3803567 144405 None 099 PART A3 BARRAGE Providing and constructing dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. Sqm 477.75 477.75 926.0 False None None False None False 442396.5 0 3803568 144405 None 100 PART A3 BARRAGE Providing hearting embankment using selected approved impervious soil from borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller and all other ancillary operations complete. Sqm 531.3 531.3 2138.0 False None None False None False 1135919.4 0 3803569 144405 None 101 PART A3 BARRAGE Providing and fixing GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes and all other ancillary operations complete. Each 550.2 550.2 822.0 False None None False None False 452264.4 0 3803570 144405 None 102 PART A3 BARRAGE Providing and forming 350x 350 x 400 mm deep filter drain consisting of 75 mm thick 10 mm down coarse aggregate layer around pressure relief pipe and 75 mm thick sand layer around coarse aggregate layer including cost of all materials, labour, excavation of pit and all other ancillary operations complete. Each 107.1 107.1 822.0 False None None False None False 88036.2 0 3803571 144405 None 103 PART A3 BARRAGE Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide rollers, ballast blocks, teflon claded rubber seals etc., with all accessories for river sluice /canal sluice vent including cost of all materials,machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats cold applied coal tar epoxy paint, seal fixing etc., complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials. t 154875.0 154875.0 12.0 False None None False None False 1858500.0 0 3803572 144405 None 104 PART A3 BARRAGE Design, fabrication, supply, erection and commissioning of embedded parts ( without groove liner ) consisting of sill beam, wheel tracks, seal seats, guide rails, breast wall liner ( upto one vent height plus 1 m above the roof of vent ) etc., with all accessories for river / canal sluice service gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials t 229110.0 229110.0 21.0 False None None False None False 4811310.0 0 3803573 144405 None 105 PART A3 BARRAGE Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw type hoist consisting of supporting structure, platform, railing, ladder etc., with all accessories for operating canal escape / regulator gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials. Tonne Capacity 50085.0 50085.0 30.0 False None None False None False 1502550.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1723985137000 1 None None ELIGIBILITY FOR Joint Venture(7)A copy of the PWD or CPWD Class I Registration Certificate (8)Copy of Valid Employees Provident Fund Registration Certificate with recently paid challan copy(9)Copy of Valid GST Registration Certificate & PAN card (10)The intending bidder or firm or company should furnish list of Man power, machinery available with them for taking up the work as per (a) Service Engineer M.E (Specified in Bridge)15 Years (b) Service Engineer M.E (Specified in Environment)15 Years (c) Service Engineer M.E (Specified in Roads) 15 Years (d) Bridge Engineer B.E in Civil 4Nos (e) Surveyor Engineer 2 Nos (11)The details in support of qualification criteria as mentioned in para 4.0 below(12)Technical details containing document with preliminary designs, working methodology in support of their bid as per the bidding document.(13) The joint venture (JV) of the individual bidders shall be formed prior to the bidding and necessary agreement for having joint venture before bidding should be uploaded.(14) The individual bidders of joint venture should be Class I Contractor registered in Karnataka PWD Central PWD separately. A copy of valid KPWD CPWD Class I registration certificate of individual bidders of joint venture should be uploaded (15) The number of JVs shall not exceed 3. (16) All the partners should have achieved in at least two financial years 25 percentage of prescribed annual turnover Qualification criteria in the last 5 years that is 2019-20 to 2023-24 (17)In case of JV all the partner are jointly and severally responsible for successful performance of the contract.(18)The lead partner shall enter in to a joint venture agreement on Rs. 200 stamp Paper in the prescribed format which shall be concluded prior to bidding and enclosed to the bid document and submit along with the request for bid document.(19) One of the partners of JV Lead Partner shall be duly authorized with a legally binding power of attorney to apply for tender forms and to sign the tender and to make further correspondences and deal with KNNL on behalf of JV None 1723985137000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1723985137000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1723985137000 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 1723985137000 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 1723985429000 1 None None ELIGIBILITY Note: (1) The amount put to tender consist of the following. a) Work Amount Excluding GST: Rs. 117.42 Crores The bidder should quote for this amount The financial bid evaluation will be based on 1(a) above . None 1723985511000 0 None None ELIGIBILITY INSTRUCTIONS TO BIDDERS The bids should be submitted in two covers FIRST ELECTRONIC DOCUMENT (TECHNICAL BID) SHALL CONTAIN THE FOLLOWING QUALIFYING DOCUMENTS None 1723985665000 1 None None ELIGIBILITY For Individual Bidders A copy of the PWD/CPWD Class I Registration Certificate. None 1723985678000 0 None None ELIGIBILITY Copy of Valid Employees Provident Fund Registration Certificate with recently paid challan copy None 1723985688000 0 None None ELIGIBILITY Copy of Valid GST Registration Certificate & PAN card None 1723985816000 0 None None ELIGIBILITY The intending bidder/firm/company should furnish list of Man power machinery available with them for taking up the work as per (A) Service Engineer M.E (Specified in Bridge) 15 Years (B) Service Engineer M.E (Specified in Environment)15 Years (C) Service Engineer M.E (Specified in Roads) 15 Years (D) Bridge Engineer B.E in Civil 4Nos (E) Surveyor Engineer 2 Nos None 1723985845000 0 None None ELIGIBILITY The details in support of qualification criteria as mentioned in para 4.0 below None 1723985871000 0 None None ELIGIBILITY Technical details containing document with preliminary designs working methodology in support of their bid as per the bidding document None 1723985929000 1 None None ELIGIBILITY 2.SECOND ELECTRONIC DOCUMENT SHALL CONTAIN FINANCIAL BID The First Electronic Document Technical bid will be opened first and thereafter Second Electronic Document financial bid will be opened only of those bidders who qualify in the technical bid. In case the lowest bidder fails to produce the original documents for entering into an agreement or the original documents submitted does not match with the uploaded documents or found false, then his bid is treated as non-responsive bid as per clause 26 (4) of the KTPP rules & his name would be recommended for cancellation of registration in Karnataka PWD and barred from participation in any of the tenders invited by the KNNL apart from forfeiting the EMD paid through E cash None 1723986311000 0 None None ELIGIBILITY 3.ISSUE AND SUBMISSION OF TENDER DOCUMENTS 3.1E-Procurement 3.1.1.The bidders can access and download blank tender document and submit their bids through the procurement in the E-procurement website https://kppp.karnataka.gov.in on payment (non-refundable) of such amount as prescribed in the e-procurement portal for the work towards transaction fee. The bidders can pay the transaction fee in the e-procurement portal using any of the following payment modes. (A) Credit cards (B) Direct debit (C) National electronic fund transfer (NEFT) (D) Over the counter (OTC) on or before up to 5.00 PM None 1723986570000 2 None None ELIGIBILITY 3.1.6Second Electronic Document (financial Bid) will be opened on 25.10.2024 at 4.30 PM or the successful bidders who qualify in the technical bid will be opened after approval to the technical bid from the competent authority 3.1.7The necessary certificates/documents in support of pre qualification criteria fulfilled as stipulated shall be scanned and attached to e tender document. The scanned signature of the bidder authorized representatives of the bidder shall be attached while uploading the bid document 3.1.8 Further information about e-tendering can be had from the website https://kppp.karnataka.gov.in None 1723986584000 0 None None ELIGIBILITY 3.1.8Further information about e-tendering can be had from the website https://kppp.karnataka.gov.in None 1723986611000 0 None None ELIGIBILITY 4.0Pre-Qualification Criteria: None 1723986619000 2 None None ELIGIBILITY 4.1The intending bidder can submit bids as an Individual or Joint Venture bidder. In case of Joint Venture bidding, the lead partner should have at least 51 percentage partnership.The qualification criteria can be satisfied by individually or JV (adding collectively the credentials of all JV partners). All the partners should have achieved at least 25 percentage of prescribed annual turnover (Qualification criteria) None 1723986687000 4 None None ELIGIBILITY 4.2To qualify for award of this contract, each tenderer in his or her name should have achieved the technical qualification criteria. In the last five years (that is 2019-20 to 2023-24) should have satisfactorily completed as prime contractor, at least one High Level Bridge or Aqueduct or Viaduct of span of 30 m and above with Pre-Stressed Concrete or Reinforced Concrete type superstructure. Work done certificate issued by an officer not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle is to be uploaded for the technical bid None 1723986805000 4 None None ELIGIBILITY 4.3To qualify for award of this contract, each tenderer in his or her name should have achieved the qualification criteria. In the last five years (that is 2019-20 to 2023-24) should have satisfactorily completed (at least 90 percentage of contract value) as a prime contractor at least one High Level Bridge/Barrage/Aqueduct/Viaduct of value not less than Rs 58.71Crores (usually not less than 50 percentage of estimated value of contract). Work done certificate issued by an officer not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle is to be uploaded for the technical bid. The cost of completed works of the previous year shall be given a weightage of 10 percentage per year to bring it to the price level of financial year in which tenders are invited None 1723987273000 2 None None ELIGIBILITY 4.4The annual turnover from all classes of civil engineering works should be costing not less than Rs 117.42Crores(Usually not less than two times the estimated annual Payments under this contract), in any of the two financial years during the last five years (that is2019-20 to 2023-24).In case of JV, the lead partner should have achieved 50% of the prescribed annual turnover. Audited profit and loss account certified by a practicing Chartered Accountant along with the copy of income tax returns filed for the years indicated above should be furnished. Duly mentioning UDIN on Turnover certificate (from CA). (The annual turnover of previous year shall be updated to the year of tender invitation at 10 percentage per annum) None 1723987339000 2 None None ELIGIBILITY 4.5Liquid asset and/or availability of credit facilities of not less than Rs 35.23 Crores (30 percentage of Amount put to tender unconditional credit lines or letters of credits or certificates from nationalized/scheduled banks) for meeting the fund requirement etc. The contractor should upload necessary documents issued by the nationalised or scheduled banks as per prescribed format enclosed as Annexure XIV None 1723988130000 5 None None ELIGIBILITY 4.6The intending bidder (Individual/JV) should have executed in any one year the following minimum quantities (Usually 80 percentage of the expected peak annual rate of construction) of work during the last 5 years (that is from 2019-20 to 2023-24) The necessary work done certificate issued by an officer not below the rank of EE and countersigned by the SE of the same circle should be uploaded. (A)Earthwork or Embankment Cum 42383 (B) CC M25 Cum 5236 (C) CC M30 Cum 11114 (D)CC M35 Cum 519 (E) CC M40 Cum 3335 (F) Steel Tonne 1808 (G) RCC Pile dia 1000 MM and above Rmt 661 None 1723988940000 3 None None ELIGIBILITY 4.7Each Tenderer should further demonstrate (a) Availability by owning at least 50 percentage of the required or specified key and critical equipment for this work and the remaining 50 percentage can be deployed on lease or hire basis for all works provided, the relevant documents (commitment agreements etc) for availability for this work are furnished. (1)Concrete Batching Plant 1 No Own (2) Transit mixers 6 Nos (3 own and 3 own or hire or lease) (3) Concrete pumps 2 Nos (1own and 1Own or hire or lease) (4) Hydraulic Excavator 6 Nos (3own and 3own or hire or lease) (5) Tippers or Trucks with RC Book 16 Nos (8 own and 8 own or hire or lease) (6) Motor Grader 4 Nos (2 own and 2 own or hire or lease) (7)Vibratory soil compactor 1 Nos (1own or hire or lease) (8) Vibratory Rollers 1 Nos (1own or hire or lease) (9) 40 or 60 TPH capacity Hot batch Mix Plant 1 No Own (10) Hydrostatic Sensor Paver Finisher 1No Own (11) WMM Plant or Pug mill 1 No Own (12) Water tanker fitted with tract or Truck 10 Nos (5 own and 5 own or hire or lease) (13) Truck mounted Bitumen Sprayer 2 Nos (1-own and 1 own or hire or lease) (14) Fixed form or Slip form Paver 1No Own (15) Self Loading Concrete mixer 4 Nos (2 own and 2 own or hire or lease) (16) Cranes 2 Nos (1own and 1 own or hire or lease) (17) Pin Vibrators 20 Nos (10 own and 10 own or hire or lease) (18) Plate Vibrators 20 Nos (10 own and 10 own or hire or lease) (19) Centering and Shuttering Sheets or Materials 10000.00 Sqm (5000 Sqm own and 5000 Sqm - own or hire or lease) None 1723989230000 2 None None ELIGIBILITY 4.8.BID CAPACITY Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity (AXNX1.5 -B) Where A-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress. N-Number of years prescribed for completion of the works for which tenders are invited. B-Value at 2024-25 price level, of existing commitments and on-going works to be completed during the next two years (period of completion of the works for which Tenders are invited). If a bidder participates in more than one bid and technically qualifies and subsequently becomes lowest in more number of bids than his/her bid capacity, then the tenderer can give his option to select the works based on his/her preference equivalent to his bid capacity. Further for the balance bids next lowest bidders will be eligible to accept at lowest bidders rates equivalent to their bid capacity provided if the competent authority accepts it. Note The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in-charge, not below the rank of an Executive Engineer or equivalent. Even though the Tenderers meet the above criteria, they are subject to be disqualified if they have Made misleading or false representations in the forms, statements and attachments submitted in proof of the qualification requirements and/or -Record of poor performance such as abandoning the works, not properly completing the contract, inordinate delays in completion, litigation history, or financial failures etc and/or -Participated in the previous Tender for the same work and had quoted unreasonably high tender prices and could not furnish rational justification None 1723989685000 2 None None ELIGIBILITY 5GENERAL CONDITIONS (5.1) The bid shall be technically evaluated based on the specifications indicated in Section3 titled Qualification information in bid document. (5.2) The Bidder shall not be under Corporate Debt Restructuring (CDR) or Strategic Debt Restructuring (SDR) or Bureau of Industrial and Financial Reconstruction (BIFR) in the last 5 Years prior to bid submission date. In this regard, the Bidder shall submit along with Bid, a certificate from their Statutory Auditor with a declaration that, the Bidder is not under CDR or SDR or BIFR.(5.3) Bids not satisfying minimum pre qualification criterias of sl.no.4.0 shall be rejected (5.4) During technical evaluation if the employer finds that any certificates or information furnished is false, such bidders will be disqualified and barred from participation in the bid. (5.5) If any bidder fails to satisfy the conditions mentioned above, such bids will be rejected and their financial bids will not be opened. (5.6)The bidder should enclose the detailed methodology of execution of the scheme as per the scope of work.(5.7)It is mandated that prior Consent for carrying out the work as to be obtained from the State of Andhra Pradesh. In lieu the above, the agency shall not be entitled for any claims until site is handed over to the contractor for execution (5.8)The Bidder shall be responsible for successful performance of the contract. (5.9)The Bidder to participate in the tender under single bid basis only. Any violation will attract disqualification of the bid. (5.10)The contractor or authorized signatory should attach his/her scanned signature to the ScheduleB before uploading and also submitting their tenders. (5.11) If any of the dates mentioned above happen to be a general holiday, the next working day holds good. (5.12)Further information can be had from the undersigned during office hours on Telephone No08532 251105.(5.13) Conditional tenders are liable to be rejected. The officer competent to accept the tender shall have the right to reject any or all the tenders without assigning any reason whatsoever None 1723991085000 0 None None ELIGIBILITY 5.14)Corrigendum will be published in the web site or newspapers e portal of all modifications or corrections if any. (5.15)The intending bidders should note that if any of lands either in part or parts or in whole required for the work is not acquired by the Nigam it shall be the responsibility of the bidder to take the possession of such land and start the work by obtaining consent of the land owners before commencement of work at no extra cost to the Nigam and no claim or delays whatsoever relating to on account of non availability of land would be entertained. (5.16)If the percentage quoted by the contractor for the work is below ninety percent of the updated recast estimated amount put to tender then the contractor shall furnish an additional performance security in the form of Bank Guarantee for an amount equivalent to the difference between the cost as per quoted percentage and 90 percentage of the updated cost put to tender In case of contractor quoting above 125 percentage of updated cost put to tender, then the over and above 125 percentage of the updated cost put to tender will be withheld during the progress of work.The additional performance will be released proportionately to the bill amount till the contractor achieves progress of the entire cost of the work as per agreement. The additional performance security and withheld amount in the later case will be released only after 30 days from the date of entire work contracted is fully completed and so certified by the competent (If BG submitted while issuing fresh BG or extending any existing BG claim period of a minimum one year from the date of expiry of validity period of BG is to be specified invariably) None 1723991384000 1 None None ELIGIBILITY 5.17)They should abide by the directions of Government towards recovery of 1 percentage or as modified by the Government from time to time Cess from the contractors bill under the provisions of building and other constructions worker welfare cess Act 1996 (5.18)The intending bidders are advised to visit the site of work make themselves familiar with local situation about the availability of construction materials, workmen, land required for construction activities, etc and shall upload along with bid with details of references for visit of different parts of the scheme in the form of photographs of site. (5.19)The contractor is responsible for any damages due to natural calamity the government or Nigam will not give any compensation for until the completion of maintenance period. (5.20) The work proposed as per the scope of work is Construction of Bridge cum Barrage across Tungabhadra River near Chikkamanchale Village Raichur Taluk and District and Improvement and Widening of Approach Roads for Both Sides. If any additions or alteration involved for during execution it is the responsibility of the agency to deliver the goods as per contemplated scope of the work without causing any damages to existing infrastructure. If any damages occur during execution, the same shall be restored to the original condition at no extra cost. (5.21) The intending bidder/firm/company are advised to visit the work site before submission of the tenders. (5.22) The contractor should mention their recent correct portal address and mail address in declaration forms. (5.23) The tender processing charges paid by the bidder or firm or company are not refundable even if the tender is cancelled. (5.24) All materials like steel, cement etc required for successful completion of the above work should be procured by the contractor only. No supply of any materials shall be made by KNNL. (5.25) The bidder/firm/company shall send the authorization letter for their representation duly attesting their signature. (5.26) Defect liability period for this work is 24 months from the date of issue of completion certificate by the competent authority. (5.27)The bidder shall adhere to accepted execution plan submitted by him under any circumstances without linking to the pending payment of the work and also land acquisition problems if any (5.28) Typographical errors if any will not be the ground for any claims by the bidder or firm or company (5.29) The contractor shall also abide by the other conditions as laid down in Bid document None 1724050952000 0 None None ELIGIBILITY All the specifications in the commercial bid format please be read as with all leads and lifts etc., complete as per specification and as directed by the engineer-in-charge. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None 4.2To qualify for award of this contract, each tenderer in his or her name should have achieved the technical qualification criteria. In the last five years (that is 2019-20 to 2023-24) should have satisfactorily completed as prime contractor, at least one High Level Bridge or Aqueduct or Viaduct of span of 30 m and above with Pre-Stressed Concrete or Reinforced Concrete type superstructure. Work done certificate issued by an officer not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle is to be uploaded for the technical bid Past Experience Technical qualification criteria createdTs version createdDate modifiedDate documentName None None None None Others -- Past Experience None None None None 4.3To qualify for award of this contract, each tenderer in his or her name should have achieved the qualification criteria. In the last five years (that is 2019-20 to 2023-24) should have satisfactorily completed (at least 90 percentage of contract value) as a prime contractor at least one High Level Bridge/Barrage/Aqueduct/Viaduct of value not less than Rs 58.71Crores (usually not less than 50 percentage of estimated value of contract). Work done certificate issued by an officer not below the rank of EE of the concerned division and countersigned by the SE of the concerned circle is to be uploaded for the technical bid. The cost of completed works of the previous year shall be given a weightage of 10 percentage per year to bring it to the price level of financial year in which tenders are invited Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 4.6The intending bidder (Individual or JV) should have executed in any one year the following minimum quantities (Usually 80 percentage of the expected peak annual rate of construction) of work during the last 5 years (that is from 2019-20 to 2023-24) The necessary work done certificate issued by an officer not below the rank of EE and countersigned by the SE of the same circle should be uploaded. (A)Earthwork or Embankment Cum 42383 (B) CC M25 Cum 5236 (C) CC M30 Cum 11114 (D)CC M35 Cum 519 (E) CC M40 Cum 3335 (F) Steel Tonne 1808 (G) RCC Pile dia 1000 MM and above Rmt 661 Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Quantity wise work done certificate None None None None 1.1QUALIFYING DOCUMENTS (A) For Individual Bidders(4)The intending bidder or firm or company should furnish list of Man power, machinery available with them for taking up the work as per (a) Service Engineer M.E (Specified in Bridge)15 Years (b) Service Engineer M.E (Specified in Environment)15 Years (c) Service Engineer M.E (Specified in Roads) 15 Years (d) Bridge Engineer B.E in Civil 4Nos (e) Surveyor Engineer 2 Nos Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Past Experience None None None None 1.1QUALIFYING DOCUMENTS (B) FOR Joint Venture(10)The intending bidder or firm or company should furnish list of Man power, machinery available with them for taking up the work as per (a) Service Engineer M.E (Specified in Bridge)15 Years (b) Service Engineer M.E (Specified in Environment)15 Years (c) Service Engineer M.E (Specified in Roads) 15 Years (d) Bridge Engineer B.E in Civil 4Nos (e) Surveyor Engineer 2 Nos Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Past Experience for JV None None None None 4.7.Each Tenderer should further demonstrate (a) Availability by owning at least 50 percentage of the required or specified key and critical equipment for this work and the remaining 50 percentage can be deployed on lease or hire basis for all works provided, the relevant documents (commitment agreements etc) for availability for this work are furnished. (1)Concrete Batching Plant 1 No Own (2) Transit mixers 6 Nos (3 own and 3 own or hire or lease) (3) Concrete pumps 2 Nos (1own and 1Own or hire or lease) (4) Hydraulic Excavator 6 Nos (3own and 3own or hire or lease) (5) Tippers or Trucks with RC Book 16 Nos (8 own and 8 own or hire or lease) (6) Motor Grader 4 Nos (2 own and 2 own or hire or lease) (7)Vibratory soil compactor 1 Nos (1own or hire or lease) (8) Vibratory Rollers 1 Nos (1own or hire or lease) (9) 40 or 60 TPH capacity Hot batch Mix Plant 1 No Own (10) Hydrostatic Sensor Paver Finisher 1No Own (11) WMM Plant or Pug mill 1 No Own (12) Water tanker fitted with tract or Truck 10 Nos (5 own and 5 own or hire or lease) (13) Truck mounted Bitumen Sprayer 2 Nos (1-own and 1 own or hire or lease) (14) Fixed form or Slip form Paver 1No Own (15) Self Loading Concrete mixer 4 Nos (2 own and 2 own or hire or lease) (16) Cranes 2 Nos (1own and 1 own or hire or lease) (17) Pin Vibrators 20 Nos (10 own and 10 own or hire or lease) (18) Plate Vibrators 20 Nos (10 own and 10 own or hire or lease) (19) Centering and Shuttering Sheets or Materials 10000.00 Sqm (5000 Sqm own and 5000 Sqm - own or hire or lease) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Capabilities of Vendor None None None None 4.4The annual turnover from all classes of civil engineering works should be costing not less than Rs.117.42 Crores (Usually not less than two times the estimated annual Payments under this contract) in any of the two financial years during the last five years (that is 2019-20 to 2023-24).In case of JV, the lead partner should have achieved 50 percentage of the prescribed annual turnover Audited profit and loss account certified by a practicing Chartered Accountant along with the copy of income tax returns filed for the years indicated above should be furnished. Duly mentioning UDIN on Turnover certificate (from CA). (The annual turnover of previous year shall be updated to the year of tender invitation at 10 percentage per annum) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None 4.5Liquid asset and/or availability of credit facilities of not less than Rs.35.23 Crores (30 percentage of Amount put to tender unconditional credit lines or letters of credits or certificates from nationalized/scheduled banks) for meeting the fund requirement etc. The contractor should upload necessary documents issued by the nationalised/scheduled banks as per prescribed format enclosed as Annexure XIV Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None 4.8BID CAPACITY Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity (AXNX1.5 -B) Where A-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress. N-Number of years prescribed for completion of the works for which tenders are invited. B-Value at 2024-25 price level, of existing commitments and on-going works to be completed during the next two years (period of completion of the works for which Tenders are invited). If a bidder participates in more than one bid and technically qualifies and subsequently becomes lowest in more number of bids than his/her bid capacity, then the tenderer can give his option to select the works based on his/her preference equivalent to his bid capacity. Further for the balance bids next lowest bidders will be eligible to accept at lowest bidders rates equivalent to their bid capacity provided if the competent authority accepts it. Note The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in-charge, not below the rank of an Executive Engineer or equivalent. Even though the Tenderers meet the above criteria, they are subject to be disqualified if they have Made misleading or false representations in the forms, statements and attachments submitted in proof of the qualification requirements and/or -Record of poor performance such as abandoning the works, not properly completing the contract, inordinate delays in completion, litigation history, or financial failures etc and/or -Participated in the previous Tender for the same work and had quoted unreasonably high tender prices and could not furnish rational justification Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Bid Capacity None None None None 1.1QUALIFYING DOCUMENTS (A) For Individual Bidders(1)A copy of the PWD or CPWD Class I Registration Certificate Others Contractors Registration certificate createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None 1.1QUALIFYING DOCUMENTS (A) For Individual Bidders (2)Copy of Valid Employees Provident Fund Registration Certificate with recently paid challan copy Others EPF registration certificate createdTs version createdDate modifiedDate documentName None None None None Valid EPF Certificate None None None None 1.1QUALIFYING DOCUMENTS (A) For Individual Bidders(3)Copy of Valid GST Registration Certificate & PAN card Others GST Certificate createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None 1.1QUALIFYING DOCUMENTS (A) For Individual Bidders(5)The details in support of qualification criteria as mentioned in para 4.0 below Others Qualification and experience of the key technical and managenment personnel createdTs version createdDate modifiedDate documentName None None None None Others -- Qualification and experience of the key technical and managenment personnel None None None None 1.1QUALIFYING DOCUMENTS (A) For Individual Bidders(6)Technical details containing document with preliminary designs, working methodology in support of their bid as per the bidding document Others Qualification and experience of the key technical and managenment personnel createdTs version createdDate modifiedDate documentName None None None None Others -- Qualification and experience of the key technical and managenment personnel None None None None 4.0Pre-Qualification Criteria FOR INDIVIDUAL BIDDERS and JOINT VENTURE BIDDING 4.1The intending bidder can submit bids as an Individual or Joint Venture bidder. In case of Joint Venture bidding, the lead partner should have at least 51 percentage partnership.The qualification criteria can be satisfied by individually or JV (adding collectively the credentials of all JV partners). All the partners should have achieved at least 25 Percentage of prescribed annual turnover (Qualification criteria) Others Technical criteria createdTs version createdDate modifiedDate documentName None None None None Others -- Technical criteria None None None None 1.1QUALIFYING DOCUMENTS (B) FOR Joint Venture(7)A copy of the PWD or CPWD Class I Registration Certificate Others Contractors Registration certificate for JV createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None 1.1QUALIFYING DOCUMENTS (B) FOR Joint Venture(8)Copy of Valid Employees Provident Fund Registration Certificate with recently paid challan copy Others EPF registration certificate for JV createdTs version createdDate modifiedDate documentName None None None None Valid EPF Certificate None None None None 1.1QUALIFYING DOCUMENTS (B) FOR Joint Venture(9)Copy of Valid GST Registration Certificate & PAN card Others GST Certificate for JV createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None 1.1QUALIFYING DOCUMENTS (B) FOR Joint Venture(11)The details in support of qualification criteria as mentioned in para 4.0 below Others Qualification Criteria for JV createdTs version createdDate modifiedDate documentName None None None None Others -- Qualification Criteria for JV None None None None 1.1QUALIFYING DOCUMENTS (B) FOR Joint Venture(12)Technical details containing document with preliminary designs, working methodology in support of their bid as per the bidding document Others Qualification Criteria for JV createdTs version createdDate modifiedDate documentName None None None None Others -- Qualification Criteria for JV None None None None 1.1QUALIFYING DOCUMENTS (B) FOR Joint Venture (13) The joint venture (JV) of the individual bidders shall be formed prior to the bidding and necessary agreement for having joint venture before bidding should be uploaded. Others Qualification Criteria for JV createdTs version createdDate modifiedDate documentName None None None None Others -- Qualification Criteria for JV None None None None 1.1QUALIFYING DOCUMENTS (B) FOR Joint Venture (14) The number of JVs shall not exceed 3 Others Qualification Criteria for JV createdTs version createdDate modifiedDate documentName None None None None Others -- Qualification Criteria for JV None None None None 1.1QUALIFYING DOCUMENTS (B) FOR Joint Venture (15) All the partners should have achieved in at least two financial years 25 percentage of prescribed annual turnover Qualification criteria in the last 5 years that is 2019-20 to 2023-24 Others Qualification Criteria for JV createdTs version createdDate modifiedDate documentName None None None None Others -- Qualification Criteria for JV None None None None 1.1QUALIFYING DOCUMENTS (B) FOR Joint Venture (16)In case of JV all the partner are jointly and severally responsible for successful performance of the contract. Others Qualification Criteria for JV createdTs version createdDate modifiedDate documentName None None None None Others -- Qualification Criteria for JV None None None None 1.1QUALIFYING DOCUMENTS (B) FOR Joint(17)The lead partner shall enter in to a joint venture agreement on Rs. 200 stamp Paper in the prescribed format which shall be concluded prior to bidding and enclosed to the bid document and submit along with the request for bid document Others Qualification Criteria for JV createdTs version createdDate modifiedDate documentName None None None None Others -- Qualification Criteria for JV None None None None 1.1QUALIFYING DOCUMENTS (B) FOR Joint(18) One of the partners of JV Lead Partner shall be duly authorized with a legally binding power of attorney to apply for tender forms and to sign the tender and to make further correspondences and deal with KNNL on behalf of JV Others Qualification Criteria for JV createdTs version createdDate modifiedDate documentName None None None None Others -- Qualification Criteria for JV
tenderCriterionDocumentList	documentName optional documentTypeText 1.1QUALIFYING DOCUMENTS A For Individual Bidders 1 PWDCPWD Class I Registration Certificate True Technical Bid 4.3Similar Nature of single work done Certifcate True Technical Bid 4.6Quantity wise workdone certifcate True Technical Bid 4.5Line of credit / Bankers certifcate True Technical Bid 4.8Assesed tender capacity / Bid capacity True Technical Bid 4.4Annual Turnover Certifcate True Technical Bid 1.1QUALIFYING DOCUMENTS A For Individual Bidders 6Technical details containing document with preliminary designs, working methodology in support of their bid as per the bidding document True Technical Bid 1.1QUALIFYING DOCUMENTS A For Individual Bidders 4The intending bidder or firm or company should furnish list of Man power machinery available True Technical Bid 1.1QUALIFYING DOCUMENTS A For Individual Bidders 2 Copy of Valid Employees Provident Fund Registration Certificate with recently paid challan copy True Technical Bid 1.1QUALIFYING DOCUMENTS A For Individual Bidders 3Copy of Valid GST Registration Certificate and PAN card True Technical Bid 1.1QUALIFYING DOCUMENTS B FOR Joint Venture 7 A copy of the PWD or CPWD Class I Registration Certificate True Technical Bid 1.1QUALIFYING DOCUMENTS B FOR Joint Venture 8Copy of Valid Employees Provident Fund Registration Certificate with recently paid challan copy True Technical Bid 1.1QUALIFYING DOCUMENTS B FOR Joint Venture 9Copy of Valid GST Registration Certificate & PAN card True Technical Bid 1.1QUALIFYING DOCUMENTS B FOR Joint Venture 10The intending bidder or firm or company should furnish list of Man power, machinery available True Technical Bid 1.1QUALIFYING DOCUMENTS B FOR Joint Venture 12Technical details containing document with preliminary designs, working methodology in support of their bid as per the bidding document True Technical Bid 1.1QUALIFYING DOCUMENTS B FOR Joint Venture 13 The joint venture JV of the individual bidders shall be formed prior to the bidding and necessary agreement for having joint venture before bidding should be uploaded True Technical Bid 1.1QUALIFYING DOCUMENTS B FOR Joint Venture 15All the partners should have achieved in at least two financial years 25 percentage of prescribed annual turnover Qualification criteria in the last 5 years that is 2019-20 to 2023-24 True Technical Bid 1.1QUALIFYING DOCUMENTS B FOR Joint Venture 17The lead partner shall enter in to a joint venture agreement on Rs. 200 stamp Paper in the prescribed format which shall be concluded prior to bidding and enclosed to the bid document and submit along with the request for bid document True Technical Bid 1.1QUALIFYING DOCUMENTS B FOR Joint Venture 18 One of the partners of JV Lead Partner shall be duly authorized with a legally binding power of attorney to apply for tender forms and to sign the tender and to make further correspondences and deal with KNNL on behalf of JV True Technical Bid 4.7Equipments Tools, Plants deployed on own or lease or hire relevant documents True Technical Bid Other relevant documents True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Bridge cum Barrages Raichuru Raichuru Raichur RAICHUR Construction of Bridge cum Barrage latitude 15. 9421728 - longitude 77.4108592 15 56 31 77 24 31
tenderAddress	createdTs 1725277835000 version 0 createdDate None modifiedDate None blockNumber Managing Director Karnataka Neeravari Nigama Limited, Bangalore,4th floor,coffee board,No 1 Dr.B.R.Ambedkar veedhi Bangalore. street None city Bangalore state Karnataka pin 560001
tenderRecallDTO	None