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noticeInvitingTenderDTO	createdTs 1725096275811 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 1658000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 25-09-2024 16:30:00 tenderQueryClose 02-09-2024 10:30:00 technicalBidOpen 27-09-2024 11:30:00 publishedDate 31-08-2024 15:17:56 publishedByPost PWD_CE_SHDP publishedByUser KPE14485 - PURUSHOTHAMA DAS HEGGADE bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 02-09-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Chief Engineer splitEmdRequiredYn True emdBankGuarantee 1558000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08022224106 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1725096275850 version 4 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT9713 title PACKAGE-722 (A)Improvements to road Tumkur -Honnavara SH-68 from Ch 7.40 KM to 9.5 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District (B)Improvements to MDR Connecting NH-69 (NH-206) to Thadsa Donabaghatta joining Navilebasavapura, Amaravathi camp, Haatikatte from Ch 0.00 KM to 5.50 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District. description PACKAGE-722 (A)Improvements to road Tumkur -Honnavara SH-68 from Ch 7.40 KM to 9.5 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District (B)Improvements to MDR Connecting NH-69 (NH-206) to Thadsa Donabaghatta joining Navilebasavapura, Amaravathi camp, Haatikatte from Ch 0.00 KM to 5.50 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District. category WORKS categoryText Works ecv 165813492.04 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 2196 locationName State Highway Development Project SHDP provisionalAmount 200000000.0 groupOverheadTotal 0.0 fileNumber CPO/PIU/SHDP/PHASE-V-STAGE-I/SHIVAMOGGA/PKG-722/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1725096276000 0 None None Roads PACKAGE-722 (A)Improvements to road Tumkur -Honnavara SH-68 from Ch 7.40 KM to 9.5 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District - Roads 59607000.91 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893524 149776 None itemno-16.29 Providing and Fixing 'Informatory Sign Board of State Highway Development Project - Providing and fixing of typical informatory sign board with Logo for State Highway Development Project as per specifications and drawing. i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in Rectangular shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concreteM15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The Rectangular shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the Rectangular shaped plate and middle plate and this square section will be welded to the bottom point of the Rectangular shaped plate. (ii) The lettering and borders, etc. of middle and bottom (PWD SR 2023-24 Volume 3 Pg no .150 Item Code 16.29) No 15812.56 15812.56 2.0 False None None False None False 31625.12 0 3893525 149776 None ITEMNO-2.5 ii a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 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.(PWD SR 2023-24 Volume 3 Pg no .9 Item Code 2.5 ii a) 100 Sqm 404.79 404.79 72.76 False None None False None False 29452.5204 0 3893526 149776 None itemno-3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead(PWD SR 2023-24 Volume 3 Pg no .17 Item Code 3.5) Sqm 6.18 6.18 8400.0 False None None False None False 51912.0 0 3893527 149776 None itemno-1.12 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.-In all kinds of soils upto 300 mm depth)(PWD SR 2023-24 Volume 1 Pg no .8 Item Code 1.12) Cum 97.85 97.85 620.93 False None None False None False 60758.0005 0 3893528 149776 None itemno-1.7 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.(PWD SR 2023-24 Volume 1 Pg no .7 Item Code 1.7) Cum 122.57 122.57 434.65 False None None False None False 53275.0505 0 3893529 149776 None itemno-1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(PWD SR 2023-24 Volume 1 Pg no .7 Item Code 1.8) Cum 488.22 488.22 5951.35 False None None False None False 2905568.097 0 3893530 149776 None itemno-4.2-v Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 By Mix in Place Method For Grading -V Material (PWD SR 2023-24 Volume 3 Pg no .23 Item Code 4.2(v)) Cum 2429.77 2429.77 4178.25 False None None False None False 10152186.5025 0 3893531 149776 None itemno-4.17 Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (PWD SR 2023-24 Volume 3 Pg no .26 Item Code 4.17) Cum 2635.77 2635.77 6963.75 False None None False None False 18354843.3375 0 3893532 149776 None itemno-5.1-A-i Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. (PWD SR 2023-24 Volume 3 Pg no .31 Item Code 5.1A(i)) Sqm 42.23 42.23 22425.0 False None None False None False 947007.75 0 3893533 149776 None itemno-5.4-ii Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface PWD SR 2023-24 Volume 3 Pg no .31 Item Code 5.4(ii) Sqm 14.42 14.42 22425.0 False None None False None False 323368.5 0 3893534 149776 None itemno-5.12-C Dense Graded Bituminous Macadam Grading II for traffic less than 20 MSAProviding and laying Dense Graded Bituminous Macadam with40/60 TPH capacity HMP using crushed aggregates of specifiedgrading, premixed with bituminous binder VG-30 @4.5 per centby weight of total mix and filler transporting the hot mix to worksite, laying with mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects(PWD SR 2023-24 Volume 3 Pg no .35 Item Code 5.12(C)) Cum 9732.47 9732.47 1121.25 False None None False None False 10912531.9875 0 3893535 149776 None itemno-5.16-C Bituminous Concrete Grading II for trafc Lesser than20 MSAProviding and laying Bituminous Concrete with 40or60 TPHcapacity hot mix plant using crushed aggregates of specifedgrading premixed with bituminous binder VG-30 at 5.4 percent of mix and fller transporting the hot mix to work site laying with mechanical paver fnisher to the required grade level and alignment rolling with smooth wheeled vibratory andtandem rollers to achieve the desired compaction as per MORTHspecifcation clause No. 507 complete in all respects. PWD SR 2023-24 Volume 3 Pg no .38 Item Code 5.16 C Cum 11282.62 11282.62 672.75 False None None False None False 7590382.605 0 3893536 149776 None itemno-6.8.3 Providing and laying 100mm thick factory made precast M -40 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions more than 10MSA upto 20MSA for Industrial Streets, Bus & Truck parking of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) (PWD SR 2023-24 Volume 3 Pg no .52 Item Code 6.8.3) Sqm 1339.0 1339.0 4800.0 False None None False None False 6427200.0 0 3893537 149776 None itemno-2.11-h Steel Fabrication 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. All other type of structures (PWD SR 2023-24 Volume 1 Pg no .18 Item Code.2.11h) Tonne 81381.33 81381.33 5.24 False None None False None False 426438.1692 0 3893538 149776 None itemno-2.2.1 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 (PWD SR 2023-24 Volume 1 Pg no .15 Item Code.2.2.1) Cum 6475.61 6475.61 207.0 False None None False None False 1340451.27 0 1725096276000 0 None None Roads PACKAGE-722 (A)Improvements to road Tumkur -Honnavara SH-68 from Ch 7.40 KM to 9.5 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District - Road Furnitures 1165972.57 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893539 149777 None itemno-8.16-ii Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (ii) Ordinary kilometer stone (precast) (PWD SR 2023-24 Volume 3 Pg no .67 Item Code 8.16(ii)) No 3014.81 3014.81 2.0 False None None False None False 6029.62 0 3893540 149777 None itemno-8.16-iii Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast) (PWD SR 2023-24 Volume 3 Pg no .67 Item Code 8.16(iii)) No 867.26 867.26 4.0 False None None False None False 3469.04 0 3893541 149777 None itemno-8.15 Road Marking with Hot Applied Thermoplastic Compoundwith Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35:2015.The finished surface to be level,uniform and free from streaks and holes. (PWD SR 2023-24 Volume 3 Pg no .67 Item Code 8.15) Sqm 545.9 545.9 1565.04 False None None False None False 854355.336 0 3893542 149777 None itemno-8.6-ii Retro-Reflectorised Traffic SignsProviding and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 madeof Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thickAluminium composite material sheet depending on the size ofthe sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properlydesigned foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approveddrawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 90 cm equilateral triangle (PWD SR 2023-24 Volume 3 Pg no .64 Item Code 8.5(ii)) No 4890.44 4890.44 10.0 False None None False None False 48904.4 0 3893543 149777 None itemno-8.6-viii Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 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:67:2022. (viii) 60 cm circular (PWD SR 2023-24 Volume 3 Pg no .64 Item Code 8.5(viii)) Nos 4479.47 4479.47 5.0 False None None False None False 22397.35 0 3893544 149777 None itemno-8.17 Road Delineators Supplying and installation of delineators (road way indicators,hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. (PWD SR 2023-24 Volume 3 Pg no .67 Item Code 8.17) Nos 2081.63 2081.63 6.0 False None None False None False 12489.78 0 3893545 149777 None itemno-8.6-xv Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022. (xv) 90 cm high octagon (PWD SR 2023-24 Volume 3 Pg no .64 Item Code 8.6(xv)) Nos 6823.75 6823.75 2.0 False None None False None False 13647.5 0 3893546 149777 None itemno-8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retroreflectorisedsign as per IRC:67:2022 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 0.9m2 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 theground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below groundlevel as per approved drawing (PWD SR 2023-24 Volume 3 Pg no .65 Item Code 8.7) Sqm 9280.3 9280.3 1.8 False None None False None False 16704.54 0 3893547 149777 None itemno-8.43 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. (PWD SR 2023-24 Volume 3 Pg no .74 Item Code 8.43 Nos 375.95 375.95 500.0 False None None False None False 187975.0 0 1725096276000 0 None None Roads PACKAGE-722 (A)Improvements to road Tumkur -Honnavara SH-68 from Ch 7.40 KM to 9.5 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District - Box Culvert (1mX1mx1v) 2 Nos 2865252.27 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893548 149778 None itemno-2.10-iv-B Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii) By Mechanical Means b. Rubble stone masonry in cement mortar. (PWD SR 2023-24 Volume 3 Pg no .10 Item Code.2.10(iv)(B)) Cum 628.3 628.3 3.6 False None None False None False 2261.88 0 3893549 149778 None itemno-2.17-ix-B Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii) By Mechanical Means B. Above 600 mm to 900 mm dia (PWD SR 2023-24 Volume 3 Pg no .11 Item Code.2.17(ix)B) Cum 1128.88 1128.88 12.0 False None None False None False 13546.56 0 3893550 149778 None itemno-1.14.1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m (PWD SR 2023-24 Volume 1 Pg no .8 Item Code.1.14.1) Cum 105.06 105.06 184.37 False None None False None False 19369.9122 0 3893551 149778 None itemno-2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24 Volume 1 Pg no .15 Item Code.2.1.3 Cum 6168.67 6168.67 20.79 False None None False None False 128246.6493 0 3893552 149778 None itemno-2.11-h Steel Fabrication 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. All other type of structures. (PWD SR 2023-24 Volume 1 Pg no .18 Item Code.2.11h) Tonne 81381.33 81381.33 7.33 False None None False None False 596525.1489 0 3893553 149778 None itemno-2.4.3 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Volume 1 Pg no .16 Item Code.2.4.3) Rates are inclusive of including Formwork ( Centering Should invariably be with steel & with all leads & lifts ) Cum 7831.29 7831.29 76.46 False None None False None False 598780.4334 0 3893554 149778 None itemno-2.4.2 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Volume 1 Pg no .16 Item Code.2.4.2) Rates are inclusive of including formwork( Centering Should invariably be with steel & with all leads & lifts ) Cum 7033.71 7033.71 12.04 False None None False None False 84685.8684 0 3893555 149778 None itemno-2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Volume 1 Pg no .16 Item Code.2.5.2) Rates are inclusive of including formwork( Centering Should invariably be with steel & with all leads & lifts ) Cum 8457.95 8457.95 24.57 False None None False None False 207811.8315 0 3893556 149778 None itemno-12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawingand Technical Specification. (PWD SR 2023-24 Volume 3 Pg no .117 Item Code.12.4) Cum 2757.31 2757.31 32.76 False None None False None False 90329.4756 0 3893557 149778 None itemno-2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The graniteortraporbasalt crushed graded coarse aggregates and fne 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 and lifts cost of all materials of quality confrming 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 specifcations. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 Volume 1 Pg no .15 Item Code.2.4.2 Rates are inclusive of including formwork( Centering Should invariably be with steel & with all leads & lifts ) Cum 7033.71 7033.71 9.06 False None None False None False 63725.4126 0 3893558 149778 None itemno-14.2 Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. (PWD SR 2023-24 Volume 3 Pg no .129 Item Code.14.2) Cum 2527.62 2527.62 1.88 False None None False None False 4751.9256 0 3893559 149778 None itemno-13.16 Asphaltic Plug JointProviding and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/ backer rod, all as per approved drawings and specifications. (PWD SR 2023-24 Volume 3 Pg no .124 Item Code.13.16) m 1848.85 1848.85 104.0 False None None False None False 192280.4 0 3893560 149778 None itemno-8.10 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. (PWD SR 2023-24 Volume 3 Pg no .66 Item Code.8.10) Sqm 112.27 112.27 2169.36 False None None False None False 243554.0472 0 3893561 149778 None itemno-8.4 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman. (PWD SR 2023-24 Volume 3 Pg no .63 Item Code.8.4) cm 0.93 0.93 840.0 False None None False None False 781.2 0 3893562 149778 None itemno-8.18 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin (PWD SR 2023-24 Volume 3 Pg no .67 Item Code.8.18) No 770.44 770.44 8.0 False None None False None False 6163.52 0 3893563 149778 None itemno-8.29-i Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Single row for one utility service. (PWD SR 2023-24 Volume 3 Pg no .71 Item Code.8.29(i)) m 2278.36 2278.36 150.0 False None None False None False 341754.0 0 3893564 149778 None itemno-8.2.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selectedearth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE Grade PE80-PN8.0,63mm dia) (PWD SR 2023-24 Volume 5 Pg no .96 Item Code.9.2.1) Rmtr 225.57 225.57 1200.0 False None None False None False 270684.0 0 1725096276000 0 None None Roads PACKAGE-722 (A)Improvements to road Tumkur -Honnavara SH-68 from Ch 7.40 KM to 9.5 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District - Construction of Bridge 25870474.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893565 149779 None itemno-1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the workIn all kinds of soils Depth upto 3 m (PWD SR 2023-24 Volume 1 Pg no .8 Item Code.1.14.1) Cum 120.31 120.31 2099.36 False None None False None False 252574.0016 0 3893566 149779 None itemno-1.14.2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the workIn all kinds of soils Depth 3 m to 6 m (PWD SR 2023-24 Volume 1 Pg no .8 Item Code.1.14.2 ) Cum 140.71 140.71 637.44 False None None False None False 89694.1824 0 3893567 149779 None itemno-1.15.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth (PWD SR 2023-24 Volume 1 Pg no .8 Item Code.1.15.1 Cum 427.45 427.45 661.2 False None None False None False 282629.94 0 3893568 149779 None itemno-1.21.5 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 Hard rock (blasting prohibited) Depth upto 1.50 m (PWD SR 2023-24 Volume 1 Pg no .11 Item Code.1.21.5 ) Cum 1117.47 1117.47 119.76 False None None False None False 133828.2072 0 3893569 149779 None itemno-17-B-1 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.(PWD SR 2023-24 Volume 3 Pg no .159 Item Code.17B-1 ) Cum 1287.5 1287.5 208.0 False None None False None False 267800.0 0 3893570 149779 None itemno-2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Volume 1 Pg no .15 Item Code.2.1.3 ) Cum 6729.53 6729.53 103.84 False None None False None False 698794.3952 0 3893571 149779 None itemno-2.2.1 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 (PWD SR 2023-24 Volume 1 Pg no .15 Item Code.2.2.1 ) Cum 7417.21 7417.21 24.0 False None None False None False 178013.04 0 3893572 149779 None itemno-2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Volume 1 Pg no .15 Item Code.2.1.3 ) Cum 7475.0 7475.0 385.36 False None None False None False 2880566.0 0 3893573 149779 None itemno-2.4.3 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 Ganite/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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Volume 1 Pg no .16 Item Code.2.4.3 ) Cum 7830.96 7830.96 642.79 False None None False None False 5033662.7784 0 3893574 149779 None itemno-2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Volume 1 Pg no .16 Item Code.2.5.2) Cum 9442.29 9442.29 193.14 False None None False None False 1823683.8906 0 3893575 149779 None itemno-2.11-B Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Foundations of Bridges (PWD SR 2023-24 Volume 1 Pg no .18 Item Code.2.11 B) Tonne 88792.18 88792.18 26.98 False None None False None False 2395613.0164 0 3893576 149779 None ITEMNO-2.11-C Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Sub structure of Bridges (PWD SR 2023-24 Volume 1 Pg no .18 Item Code.2.11 C) Tonne 89025.99 89025.99 44.23 False None None False None False 3937619.5377 0 3893577 149779 None itemno-2.11-D Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Super structure of Bridges (PWD SR 2023-24 Volume 1 Pg no .18 Item Code.2.11 D) Tonne 89257.74 89257.74 38.63 False None None False None False 3448026.4962 0 3893578 149779 None itemno-12.3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A) Granular Material (PWD SR 2023-24 Volume 3 Pg no .117 Item Code.12.3) Cum 1203.04 1203.04 1213.1 False None None False None False 1459407.824 0 3893579 149779 None itemno-12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the equirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD SR 2023-24 Volume 3 Pg no .117 Item Code.12.4 Cum 2757.31 2757.31 315.4 False None None False None False 869655.574 0 3893580 149779 None itemno-13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant), (PWD SR 2023-24 Volume 3 Pg no .121 Item Code.13.2) Cum 14390.13 14390.13 40.22 False None None False None False 578771.0286 0 3893581 149779 None itemno-13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification, (PWD SR 2023-24 Volume 3 Pg no .121 Item Code.13.7 No 3369.13 3369.13 12.0 False None None False None False 40429.56 0 3893582 149779 None itemno-13.5 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.(PWD SR 2023-24 Volume 3 Pg no .121 Item Code.13.5) m 2331.92 2331.92 49.2 False None None False None False 114730.464 0 3893583 149779 None itemno-13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification, (PWD SR 2023-24 Volume 3 Pg no .121 Item Code.13.8) Cum 7015.33 7015.33 33.6 False None None False None False 235715.088 0 3893584 149779 None itemno-13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant), (PWD SR 2023-24 Volume 3 Pg no .122 Item Code.13.9) Cum 12190.05 12190.05 50.4 False None None False None False 614378.52 0 3893585 149779 None itemno-13.14 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.(PWD SR 2023-24 Volume 3 Pg no .123 Item Code.13.14) Sqm 86.52 86.52 127.92 False None None False None False 11067.6384 0 3893586 149779 None itemno-13.15-ii Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.(PWD SR 2023-24 Volume 3 Pg no .123 Item Code.13.15(iii)). m 237.93 237.93 75.0 False None None False None False 17844.75 0 3893587 149779 None itemno-14.4 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specification, (A)stone/Boulder,(PWD SR 2023-24 Volume 3 Pg no .129 Item Code.14.4) Cum 1969.36 1969.36 168.0 False None None False None False 330852.48 0 3893588 149779 None itemno-14.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification, (PWD SR 2023-24 Volume 3 Pg no .129 Item Code.14.5) Cum 3127.08 3127.08 56.0 False None None False None False 175116.48 0 1725096276000 0 None None Roads PACKAGE-722 (A)Improvements to road Tumkur -Honnavara SH-68 from Ch 7.40 KM to 9.5 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District - CC Drain 14115937.46 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893589 149780 None itemno-1.14.1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m (PWD SR 2023-24 Volume 1 Pg no .8 Item Code.1.4.1) Cum 105.06 105.06 3696.0 False None None False None False 388301.76 0 3893590 149780 None itemno-2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Volume 1 Pg no .15 Item Code.2.1.3) Cum 6168.67 6168.67 288.0 False None None False None False 1776576.96 0 3893591 149780 None itemno-2.11-h Steel Fabrication 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. All other type of structures (PWD SR 2023-24 Volume 1 Pg no .18 Item Code.2.11h) Tonne 81381.33 81381.33 49.5 False None None False None False 4028375.835 0 3893592 149780 None itemno-2.4.2 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Volume 1 Pg no .16 Item Code.2.4.2) including formwork( Centering Should invariably be with steel & with all leads & lifts ) Cum 8002.71 8002.71 990.0 False None None False None False 7922682.9 0 1725096276000 0 None None Roads PACKAGE-722 (A)Improvements to road Tumkur -Honnavara SH-68 from Ch 7.40 KM to 9.5 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District -First Year Maintenance 0.05 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893593 149781 None Item no 2.5 (ii) a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness (PWD SR 2023-24 Volume 3 Pg no .9 Item Code.2.5ii (A) LBD QTY=60 100sqm 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3893594 149781 None itemno-16.19 The maintenance of drains include erosion repair clearing cleaning reshaping regrading deepening of side drains as well as catch water drains as per technical specifcation Clause 1908. PWD SR 2023-24 Volume 3 Pg no .147 Item Code.16.19 LBD QTY= 2400 rmt Rmtr 0.01 0.01 1.0 False None None False None False 0.01 0 3893595 149781 None itemno-10.2 Maintenance of Earthen Shoulder (flling with fresh soi) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.2 LBD QTY= 4800 sqm Sqm 0.01 0.01 1.0 False None None False None False 0.01 0 3893596 149781 None itemno-10.3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.3 LBD QTY=144 Sqm Sqm 0.01 0.01 1.0 False None None False None False 0.01 0 3893597 149781 None itemno-10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.5) Have to rectify irrespective of Quantity Sqm 0.01 0.01 1.0 False None None False None False 0.01 0 3893598 149781 None itemno-1.12 NALA Training 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 (PWD SR 2023-24 Volume 1 Pg no .8 Item Code.1.12) LBD QTY= 45 Cum Cum 0.01 0.01 1.0 False None None False None False 0.01 0 1725096276000 0 None None Roads PACKAGE-722 (A)Improvements to road Tumkur -Honnavara SH-68 from Ch 7.40 KM to 9.5 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District -Second Year Maintenance 0.06 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893599 149782 None itemno-2.5-ii a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness (PWD SR 2023-24 Volume 3 Pg no .9 Item Code.2.5 A) LBD QTY= 1.44 Sqm 100 Sqm 0.01 0.01 1.0 False None None False None False 0.01 0 3893600 149782 None itemno-16.19 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (PWD SR 2023-24 Volume 3 Pg no .147 Item Code.16.19) LBD QTY= 960 rmt Rmtr 0.01 0.01 1.0 False None None False None False 0.01 0 3893601 149782 None itemno-10.3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.3 LBD QTY= 144 Sqm Sqm 0.01 0.01 1.0 False None None False None False 0.01 0 3893602 149782 None itemno-10.2 Maintenance of Earthen Shoulder (flling with fresh soi) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.2 LBD QTY= 480 Sqm Sqm 0.01 0.01 1.0 False None None False None False 0.01 0 3893603 149782 None itemno-10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.5) Have to rectify irrespective of Quantity Sqm 0.01 0.01 1.0 False None None False None False 0.01 0 3893604 149782 None itemno-1.12 NALA Training 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 (PWD SR 2023-24 Volume 1 Pg no .8 Item Code.1.12)LBD QTY=45 Cum Cum 0.01 0.01 1.0 False None None False None False 0.01 0 1725096276000 0 None None Roads PACKAGE-722 (A)Improvements to road Tumkur -Honnavara SH-68 from Ch 7.40 KM to 9.5 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District - Third Year Maintenance 149774.55 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893605 149783 None itemno-2.5-ii a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness (PWD SR 2023-24 Volume 3 Pg no .9 Item Code.2.5 A) 100 Sqm 453.36 453.36 14.4 False None None False None False 6528.384 0 3893606 149783 None itemno-16.19 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(PWD SR 2023-24 Volume 3 Pg no .147 Item Code.16.19) Rmtr 6.92 6.92 960.0 False None None False None False 6643.2 0 3893607 149783 None itemno-10.3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.3 Sqm 44.99 44.99 144.0 False None None False None False 6478.56 0 3893608 149783 None itemno-10.2 Maintenance of Earthen Shoulder (flling with fresh soi) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.2 Sqm 111.9 111.9 480.0 False None None False None False 53712.0 0 3893609 149783 None itemno-10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.5) Sqm 491.43 491.43 108.0 False None None False None False 53074.44 0 3893610 149783 None itemno-16.22 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 (PWD SR 2023-24 Volume 3 Pg no .147 Item Code.16.22) Km 2288.74 2288.74 2.6 False None None False None False 5950.724 0 3893611 149783 None itemno-16.24-i Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint (PWD SR 2023-24 Volume 3 Pg no .148 Item Code.16.24i) Km 237.64 237.64 6.0 False None None False None False 1425.84 0 3893612 149783 None itemno-1.12 NALA Training 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 (PWD SR 2023-24 Volume 1 Pg no .8 Item Code.1.12) Cum 109.59 109.59 45.0 False None None False None False 4931.55 0 3893613 149783 None itemno-8.10 Painting Two Coats on New Concrete Surfaces. Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (PWD SR 2023-24 Volume 3 Pg no .66 Item Code.8.10) Cum 125.74 125.74 87.0 False None None False None False 10939.38 0 3893614 149783 None itemno-8.4 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with Synthetic enamel paint black or any other approved colour to give an even shade English and Roman (PWD SR 2023-24 Volume 13Pg no .63 Item Code.8.4) Sqm 1.04 1.04 87.0 False None None False None False 90.48 0 1725096276000 0 None None Roads PACKAGE-722 (A)Improvements to road Tumkur -Honnavara SH-68 from Ch 7.40 KM to 9.5 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District - Fourth Year Maintenance 136065.05 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893615 149784 None itemno-2.5 ii a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness (PWD SR 2023-24 Volume 3 Pg no .9 Item Code.2.5 A) 100 Sqm 469.56 469.56 14.4 False None None False None False 6761.664 0 3893616 149784 None itemno-16.19 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (PWD SR 2023-24 Volume 3 Pg no .147 Item Code.16.19) Rmtr 7.17 7.17 960.0 False None None False None False 6883.2 0 3893617 149784 None itemno-10.3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.3 Sqm 46.6 46.6 144.0 False None None False None False 6710.4 0 3893618 149784 None itemno-10.2 Maintenance of Earthen Shoulder (flling with fresh soi) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.2 Sqm 115.9 115.9 480.0 False None None False None False 55632.0 0 3893619 149784 None itemno-10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.5) Sqm 508.98 508.98 108.0 False None None False None False 54969.84 0 3893620 149784 None itemno-1.12 NALA Training 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 (PWD SR 2023-24 Volume 1 Pg no .8 Item Code.1.12) Cum 113.51 113.51 45.0 False None None False None False 5107.95 0 1725096276000 0 None None Roads PACKAGE-722 (A)Improvements to road Tumkur -Honnavara SH-68 from Ch 7.40 KM to 9.5 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District - Fifth Year Maintenance 197622.54 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893621 149785 None itemno-2.5 ii a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness (PWD SR 2023-24 Volume 3 Pg no .9 Item Code.2.5 A) 100 Sqm 485.75 485.75 14.4 False None None False None False 6994.8 0 3893622 149785 None itemno-16.19 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (PWD SR 2023-24 Volume 3 Pg no .147 Item Code.16.19) Rmtr 7.42 7.42 960.0 False None None False None False 7123.2 0 3893623 149785 None itemno-10.3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.3 Sqm 48.2 48.2 144.0 False None None False None False 6940.8 0 3893624 149785 None itemno-10.2 Maintenance of Earthen Shoulder (flling with fresh soi) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.2 Cum 119.89 119.89 480.0 False None None False None False 57547.2 0 3893625 149785 None itemno-10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.5) Sqm 526.54 526.54 216.0 False None None False None False 113732.64 0 3893626 149785 None itemno-1.12 NALA Training 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 (PWD SR 2023-24 Volume 1 Pg no .8 Item Code.1.12) Cum 117.42 117.42 45.0 False None None False None False 5283.9 0 1725096276000 0 None None Roads PACKAGE-722 (A)Improvements to road Tumkur -Honnavara SH-68 from Ch 7.40 KM to 9.5 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District - Sixth Year Maintenance 10130701.35 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893627 149786 None itemno-16.22 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 (PWD SR 2023-24 Volume 3 Pg no .147 Item Code.16.22) Km 2533.96 2533.96 1.2 False None None False None False 3040.752 0 3893628 149786 None itemno-16.24-i Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint (PWD SR 2023-24 Volume 3 Pg no .148 Item Code.16.24i) Nos 263.1 263.1 6.0 False None None False None False 1578.6 0 3893629 149786 None itemno-8.10 Painting Two Coats on New Concrete Surfaces. Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (PWD SR 2023-24 Volume 3 Pg no .66 Item Code.8.10) Sqm 139.21 139.21 62.28 False None None False None False 8669.9988 0 3893630 149786 None itemno-5.3-i Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (PWD SR 2023-24 Volume 3 Pg no .31 Item Code.5.3i) Sqm 15.33 15.33 21600.0 False None None False None False 331128.0 0 3893631 149786 None ietmno-5.16-C Bituminous Concrete Grading II for trafc Less than20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specifed grading, premixed with bituminous binder VG-30, @ 5.4 percent of mix and fller, transporting the hot mix to work site,laying with mechanical paver fnisher to the required grade,level and alignment, rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction as per MORTHspecifcation clause No. 507 complete in all respects. (PWD SR 2023-24 Volume 3 Pg no .38 Item Code 5.16(C)) Cum 13990.45 13990.45 648.0 False None None False None False 9065811.6 0 3893632 149786 None itemno-8.15 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. (PWD SR 2023-24 Volume 3 Pg no .67 Item Code.8.15) Sqm 676.92 676.92 720.0 False None None False None False 487382.4 0 3893633 149786 None itemno-8.43 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. (PWD SR 2023-24 Volume 3 Pg no .74 Item Code 8.43) Nos 466.18 466.18 500.0 False None None False None False 233090.0 0 1725096276000 0 None None Roads PACKAGE-722 (A)Improvements to road Tumkur -Honnavara SH-68 from Ch 7.40 KM to 9.5 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District - Electrical Estimate 1937859.87 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893634 149787 None Item Code 1 RCC Pole - 9 Mtr Long, 145 Kg WL Rates are inclusive of Supervision Charges 10 percent and Contigency charges 2 percent No 9630.28 9630.28 73.0 False None None False None False 703010.44 0 3893635 149787 None Item Code 2 PSCC Pole - 9Mtr Long, 200 Kg WL Rates are inclusive of Supervision Charges 10 percent and Contigency charges 2 percent No 6246.91 6246.91 16.0 False None None False None False 99950.56 0 3893636 149787 None Item Code 3 LT 4 Pin Cross Arm with clamps, bolts, nuts and washers for RCC Pole - 9 Mtr Long, 145 Kg WL Rates are inclusive of Supervision Charges 10 percent and Contigency charges 2 percent Set 633.87 633.87 73.0 False None None False None False 46272.51 0 3893637 149787 None Item Code 4 LT 4 Pin Cross Arm with clamps, bolts, nuts and washers for RCC Pole - 9 Mtr Long, 145 Kg WL Supervision Charges 10 percent and Contigency charges 2 percent Set 633.86 633.86 16.0 False None None False None False 10141.76 0 3893638 149787 None Item Code 5 1.1 kV Pin Insulator with GI Pin Rates are inclusive of Supervision Charges 10 percent and Contigency charges 2 percent No 36.46 36.46 64.0 False None None False None False 2333.44 0 3893639 149787 None Item Code 6 No. 8 Strain Insulator Rates are inclusive of Supervision Charges 10 percent and Contigency charges 2 percent No 31.75 31.75 584.0 False None None False None False 18542.0 0 3893640 149787 None Item Code 7 Guy Set Complete with No. 8 Strain Insulator & Concreting materials Rates are inclusive of Supervision Charges 10 percent and Contigency charges 2 percent Set 1822.24 1822.24 73.0 False None None False None False 133023.52 0 3893641 149787 None Item Code 8 Rabbit ACSR Conductor Rates are inclusive of Supervision Charges 10 percent and Contigency charges 2 percent Km 59499.81 59499.81 14.45 False None None False None False 859772.2545 0 3893642 149787 None Item Code 9 Spiral Earth Electrode Rates are inclusive of Supervision Charges 10 percent and Contigency charges 2 percent No 390.44 390.44 89.0 False None None False None False 34749.16 0 3893643 149787 None Item Code 10 Guy concreting with Boulders, Mud and Sand Rates are inclusive of Supervision Charges 10 percent and Contigency charges 2 percent No 224.0 224.0 73.0 False None None False None False 16352.0 0 3893644 149787 None Item Code 11 Anti Climbing Device 12 Mtr GI Barbed Wire Rates are inclusive of Supervision Charges 10 percent and Contigency charges 2 percent Kg 154.07 154.07 89.0 False None None False None False 13712.23 0 1725096276000 0 None None Roads PACKAGE-722 (B)Improvements to MDR Connecting NH-69 (NH-206) to Thadsa Donabaghatta joining Navilebasavapura, Amaravathi camp, Haatikatte from Ch 0.00 KM to 5.50 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District - Road 34294129.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893645 149788 None itemno-16.29 Providing and Fixing 'Informatory Sign Board of State Highway Development Project - Providing and fixing of typical informatory sign board with Logo for State Highway Development Project as per specifications and drawing. i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in Rectangular shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concreteM15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The Rectangular shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the Rectangular shaped plate and middle plate and this square section will be welded to the bottom point of the Rectangular shaped plate. (ii) The lettering and borders, etc. of middle and bottom (PWD SR 2023-24 Volume 3 Pg no .150 Item Code 16.29) No 16119.6 16119.6 2.0 False None None False None False 32239.2 0 3893646 149788 None ITEMNO-2.5 ii a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 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.(PWD SR 2023-24 Volume 3 Pg no .9 Item Code 2.5) 100 Sqm 412.65 412.65 60.0 False None None False None False 24759.0 0 3893647 149788 None itemno-3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead(PWD SR 2023-24 Volume 3 Pg no .17 Item Code 3.5) Sqm 6.3 6.3 9750.0 False None None False None False 61425.0 0 3893648 149788 None itemno-1.12 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.-In all kinds of soils upto 300 mm depth)(PWD SR 2023-24 Volume 1 Pg no .8 Item Code 1.12) Cum 99.75 99.75 496.23 False None None False None False 49498.9425 0 3893649 149788 None itemno-1.7 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.(PWD SR 2023-24 Volume 1 Pg no .7 Item Code 1.7) Cum 124.95 124.95 396.98 False None None False None False 49602.651 0 3893650 149788 None itemno-1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(PWD SR 2023-24 Volume 1 Pg no .7 Item Code 1.8) Cum 497.7 497.7 4517.76 False None None False None False 2248489.152 0 3893651 149788 None itemno-3.6 Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 2558.54 False None None False None False 1324428.231 0 3893652 149788 None itemno-4.2-v Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 By Mix in Place Method For Grading -V Material (PWD SR 2023-24 Volume 3 Pg no .23 Item Code 4.2(v)) Cum 2476.95 2476.95 2983.1 False None None False None False 7388989.545 0 3893653 149788 None itemno-4.17 Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (PWD SR 2023-24 Volume 3 Pg no .26 Item Code 4.17) Cum 2686.95 2686.95 3735.53 False None None False None False 10037182.3335 0 3893654 149788 None Item no 5.1 A Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. (PWD SR 2023-24 Volume 3 Pg no .31 Item Code 5.1A(i)) Sqm 43.05 43.05 14475.2 False None None False None False 623157.36 0 3893655 149788 None item no 5.4 ii Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface. (PWD SR 2023-24 Volume 3 Pg no .31 Item Code 5.4) Sqm 14.7 14.7 14475.2 False None None False None False 212785.44 0 3893656 149788 None item no - 5.12 C Dense Graded Bituminous Macadam Grading - II for traffic lesser than 20 MSAProviding and laying Dense Graded Bituminous Macadam with40/60 TPH capacity HMP using crushed aggregates of specifiedgrading, premixed with bituminous binder VG-30, @ 4.5 per centby weight of total mix and filler, transporting the hot mix to worksite, laying with mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (PWD SR 2023-24 Volume 3 Pg no .35 Item Code 5.12(C) Cum 9921.45 9921.45 727.27 False None None False None False 7215572.9415 0 3893657 149788 None item no - 5.16 C Bituminous Concrete Grading II for traffic lesser than 20 MSAProviding and laying Bituminous Concrete with 40/60 TPHcapacity hot mix plant using crushed aggregates of specifiedgrading, premixed with bituminous binder VG-30, @ 5.4 percent 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 andtandem rollers to achieve the desired compaction as per MORTHspecification clause No. 507 complete in all respects. (PWD SR 2023-24 Volume 3 Pg no .38 Item Code 5.16(C) Cum 11501.7 11501.7 434.25 False None None False None False 4994613.225 0 3893658 149788 None item no - 16.19 Maintenance of DrainsThe maintenance of drains include erosion, repair, clearing,cleaning, reshaping, regrading, deepening of side drainsas well as catch water drains as per technical specificationClause 1908. (PWD SR 2023-24 Volume 3 Pg no .147 Item Code 16.19) m 6.3 6.3 4982.0 False None None False None False 31386.6 0 1725096276000 0 None None Roads PACKAGE-722 (B)Improvements to MDR Connecting NH-69 (NH-206) to Thadsa Donabaghatta joining Navilebasavapura, Amaravathi camp, Haatikatte from Ch 0.00 KM to 5.50 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District - Road Furniture 687179.43 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893659 149789 None itemno-8.16-ii Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (ii) Ordinary kilometer stone (precast) (PWD SR 2023-24 Volume 3 Pg no .67 Item Code 8.16(ii)) No 3073.35 3073.35 3.0 False None None False None False 9220.05 0 3893660 149789 None itemno-8.16-iii Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast) (PWD SR 2023-24 Volume 3 Pg no .67 Item Code 8.16(iii)) No 884.1 884.1 11.0 False None None False None False 9725.1 0 3893661 149789 None itemno-8.15 Road Marking with Hot Applied Thermoplastic Compoundwith Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35:2015.The finished surface to be level,uniform and free from streaks and holes. (PWD SR 2023-24 Volume 3 Pg no .67 Item Code 8.15) Sqm 556.5 556.5 541.52 False None None False None False 301355.88 0 3893662 149789 None itemno-8.6-ii Retro-Reflectorised Traffic SignsProviding and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 madeof Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thickAluminium composite material sheet depending on the size ofthe sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properlydesigned foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approveddrawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 90 cm equilateral triangle (PWD SR 2023-24 Volume 3 Pg no .64 Item Code 8.5(ii)) No 4985.4 4985.4 12.0 False None None False None False 59824.8 0 3893663 149789 None itemno-8.6-viii Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 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:67:2022. (viii) 60 cm circular (PWD SR 2023-24 Volume 3 Pg no .64 Item Code 8.5(viii)) Nos 4566.45 4566.45 4.0 False None None False None False 18265.8 0 3893664 149789 None itemno-8.17 Road Delineators Supplying and installation of delineators (road way indicators,hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. (PWD SR 2023-24 Volume 3 Pg no .67 Item Code 8.17) Nos 2122.05 2122.05 2.0 False None None False None False 4244.1 0 3893665 149789 None itemno-8.6-xv Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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:67:2022. (xv) 90 cm high octagon (PWD SR 2023-24 Volume 3 Pg no .64 Item Code 8.5(xv)) Nos 6956.25 6956.25 1.0 False None None False None False 6956.25 0 3893666 149789 None itemno-8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retroreflectorisedsign as per IRC:67:2022 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 0.9m2 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 theground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below groundlevel as per approved drawing (PWD SR 2023-24 Volume 3 Pg no .65 Item Code 8.7) Sqm 9460.5 9460.5 0.9 False None None False None False 8514.45 0 3893667 149789 None itemno-8.43 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. (PWD SR 2023-24 Volume 3 Pg no .74 Item Code 8.43 Nos 383.25 383.25 390.0 False None None False None False 149467.5 0 3893668 149789 None itemno-8.60.2-i Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with flecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 (Single lane with formation width of 5.75 m) Nos 39868.5 39868.5 3.0 False None None False None False 119605.5 0 1725096276000 0 None None Roads PACKAGE-722 (B)Improvements to MDR Connecting NH-69 (NH-206) to Thadsa Donabaghatta joining Navilebasavapura, Amaravathi camp, Haatikatte from Ch 0.00 KM to 5.50 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District - Box Culvert (1mX1mX1v) 6 Nos 5111074.07 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893669 149790 None itemno-2.10-iv-B Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii) By Mechanical Means b. Rubble stone masonry in cement mortar. Cum 640.5 640.5 4.32 False None None False None False 2766.96 0 3893670 149790 None itemno-2.17-ix-B Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable. material and stacking the serviceable material with all lifts and lead ii) By Mechanical Means B. Above 600 mm to 900 mm dia Cum 1150.8 1150.8 14.4 False None None False None False 16571.52 0 3893671 149790 None itemno-1.14.1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m. Cum 107.1 107.1 273.47 False None None False None False 29288.637 0 3893672 149790 None itemno-2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. Cum 6288.45 6288.45 30.35 False None None False None False 190854.4575 0 3893673 149790 None itemno-2.11-h Steel Fabrication 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. All other type of structures. Tonne 82961.55 82961.55 8.77 False None None False None False 727572.7935 0 3893674 149790 None itemno-2.4.3 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. including formwork ( Centering should invariably be with steel & with all leads & lifts) Cum 9420.36 9420.36 110.27 False None None False None False 1038783.0972 0 3893675 149790 None itemno-2.4.2 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. including formwork ( Centering should invariably be with steel & with all leads & lifts) Cum 8460.94 8460.94 36.12 False None None False None False 305609.1528 0 3893676 149790 None itemno-2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. including formwork ( Centering should invariably be with steel & with all leads & lifts) Cum 7185.15 7185.15 35.91 False None None False None False 258018.7365 0 3893677 149790 None itemno-12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 2810.85 2810.85 47.88 False None None False None False 134583.498 0 3893678 149790 None itemno-13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Cum 7151.55 7151.55 66.96 False None None False None False 478867.788 0 3893679 149790 None itemno-13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). Cum 12426.75 12426.75 108.0 False None None False None False 1342089.0 0 3893680 149790 None itemno-13.16 Asphaltic Plug JointProviding and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/ backer rod, all as per approved drawings and specifications. Mtr 1884.75 1884.75 144.0 False None None False None False 271404.0 0 3893681 149790 None itemno-8.10 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Sqm 110.25 110.25 28.08 False None None False None False 3095.82 0 3893682 149790 None itemno-8.4 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman. cm 0.95 0.95 2520.0 False None None False None False 2394.0 0 3893683 149790 None itemno-8.18 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. No 785.4 785.4 24.0 False None None False None False 18849.6 0 3893684 149790 None itemno-8.29-i Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Single row for one utility service. m 2322.6 2322.6 125.0 False None None False None False 290325.0 0 1725096276000 0 None None Roads PACKAGE-722 (B)Improvements to MDR Connecting NH-69 (NH-206) to Thadsa Donabaghatta joining Navilebasavapura, Amaravathi camp, Haatikatte from Ch 0.00 KM to 5.50 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District - First Year Maintenace 0.04 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893685 149791 None itemno-2.5-ii a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness (PWD SR 2023-24 Volume 3 Pg no .9 Item Code.2.5ii (A) LBD QTY = 78 100Sqm 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3893686 149791 None itemno-16.19 The maintenance of drains include erosion repair clearing cleaning reshaping regrading deepening of side drains as well as catch water drains as per technical specifcation Clause 1908. PWD SR 2023-24 Volume 3 Pg no .147 Item Code.16.19 Rmtr 0.01 0.01 1.0 False None None False None False 0.01 0 3893687 149791 None itemno-10.2 Maintenance of Earthen Shoulder (flling with fresh soi) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.2 LBD QTY = 7800 Sqm Sqm 0.01 0.01 1.0 False None None False None False 0.01 0 3893688 149791 None itemno-10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.5) Have to rectify irrespective of Quantity Sqm 0.01 0.01 1.0 False None None False None False 0.01 0 3893689 149791 None itemno-1.12 NALA Training 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 (PWD SR 2023-24 Volume 1 Pg no .8 Item Code.1.12) LBD QTY = 135 Cum Cum 0.01 0.01 1.0 False None None False None False 0.01 0 1725096276000 0 None None Roads PACKAGE-722 (B)Improvements to MDR Connecting NH-69 (NH-206) to Thadsa Donabaghatta joining Navilebasavapura, Amaravathi camp, Haatikatte from Ch 0.00 KM to 5.50 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District -Second Year Maintenace 0.06 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893690 149792 None itemno-2.5-ii a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness (PWD SR 2023-24 Volume 3 Pg no .9 Item Code.2.5 A) LBD QTY = 2.34 100 sqm 100 Sqm 0.01 0.01 1.0 False None None False None False 0.01 0 3893691 149792 None itemno-16.19 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (PWD SR 2023-24 Volume 3 Pg no .147 Item Code.16.19) LBD QTY = 2080 rmt Rmtr 0.01 0.01 1.0 False None None False None False 0.01 0 3893692 149792 None itemno-10.3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.3 LBD QTY =234 Sqm Sqm 0.01 0.01 1.0 False None None False None False 0.01 0 3893693 149792 None itemno-10.2 Maintenance of Earthen Shoulder (flling with fresh soi) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.2 LBD QTY = 780 Sqm Sqm 0.01 0.01 1.0 False None None False None False 0.01 0 3893694 149792 None itemno-10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.5) Have to rectify irrespective of Quantity. Sqm 0.01 0.01 1.0 False None None False None False 0.01 0 3893695 149792 None itemno-1.12 NALA Training 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 (PWD SR 2023-24 Volume 1 Pg no .8 Item Code.1.12)LBD QTY = 135 Cum Cum 0.01 0.01 1.0 False None None False None False 0.01 0 1725096276000 0 None None Roads PACKAGE-722 (B)Improvements to MDR Connecting NH-69 (NH-206) to Thadsa Donabaghatta joining Navilebasavapura, Amaravathi camp, Haatikatte from Ch 0.00 KM to 5.50 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District -Third Year Maintenace 207304.27 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893696 149793 None itemno-2.5-ii 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 (PWD SR 2023-24 Volume 3 Pg no .9 Item Code.2.5 A) 100 Sqm 462.17 462.17 23.4 False None None False None False 10814.778 0 3893697 149793 None itemno-16.19 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(PWD SR 2023-24 Volume 3 Pg no .147 Item Code.16.19) Rmtr 7.06 7.06 2080.0 False None None False None False 14684.8 0 3893698 149793 None itemno-10.3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.3 Sqm 45.86 45.86 234.0 False None None False None False 10731.24 0 3893699 149793 None itemno-10.2 Maintenance of Earthen Shoulder (flling with fresh soi) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.2 Sqm 114.07 114.07 780.0 False None None False None False 88974.6 0 3893700 149793 None itemno-10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.5) Sqm 500.98 500.98 71.5 False None None False None False 35820.07 0 3893701 149793 None itemno-16.22 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 (PWD SR 2023-24 Volume 3 Pg no .147 Item Code.16.22) rates are inclusive of 18 PERCENT gst Km 2333.18 2333.18 5.0 False None None False None False 11665.9 0 3893702 149793 None itemno-16.24-i Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint (PWD SR 2023-24 Volume 3 Pg no .148 Item Code.16.24i) Km 242.26 242.26 11.0 False None None False None False 2664.86 0 3893703 149793 None itemno-1.12 NALA Training 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 (PWD SR 2023-24 Volume 1 Pg no .8 Item Code.1.12) Cum 111.72 111.72 135.0 False None None False None False 15082.2 0 3893704 149793 None itemno-8.10 Painting Two Coats on New Concrete Surfaces. Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (PWD SR 2023-24 Volume 3 Pg no .66 Item Code.8.10) Cum 128.18 128.18 130.5 False None None False None False 16727.49 0 3893705 149793 None itemno-8.1 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with Synthetic enamel paint black or any other approved colour to give an even shade English and Roman Sqm 1.06 1.06 130.5 False None None False None False 138.33 0 1725096276000 0 None None Roads PACKAGE-722 (B)Improvements to MDR Connecting NH-69 (NH-206) to Thadsa Donabaghatta joining Navilebasavapura, Amaravathi camp, Haatikatte from Ch 0.00 KM to 5.50 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District -Fourth Year Maintenace 182397.73 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893706 149794 None itemno-2.5-A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness (PWD SR 2023-24 Volume 3 Pg no .9 Item Code.2.5 A) 100 Sqm 478.67 478.67 23.4 False None None False None False 11200.878 0 3893707 149794 None itemno-16.19 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (PWD SR 2023-24 Volume 3 Pg no .147 Item Code.16.19) Rmtr 7.31 7.31 2080.0 False None None False None False 15204.8 0 3893708 149794 None itemno-10.3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.3 Sqm 47.5 47.5 234.0 False None None False None False 11115.0 0 3893709 149794 None itemno-10.2 Maintenance of Earthen Shoulder (flling with fresh soi) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.2 Sqm 118.15 118.15 780.0 False None None False None False 92157.0 0 3893710 149794 None itemno-10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.5) Sqm 518.87 518.87 71.5 False None None False None False 37099.205 0 3893711 149794 None itemno-1.12 NALA Training 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 (PWD SR 2023-24 Volume 1 Pg no .8 Item Code.1.12) Cum 115.71 115.71 135.0 False None None False None False 15620.85 0 1725096276000 0 None None Roads PACKAGE-722 (B)Improvements to MDR Connecting NH-69 (NH-206) to Thadsa Donabaghatta joining Navilebasavapura, Amaravathi camp, Haatikatte from Ch 0.00 KM to 5.50 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District -Fifth Year Maintenace 227058.55 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893712 149795 None itemno-2.5-A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness (PWD SR 2023-24 Volume 3 Pg no .9 Item Code.2.5 A) 100 Sqm 495.18 495.18 23.4 False None None False None False 11587.212 0 3893713 149795 None itemno-16.19 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (PWD SR 2023-24 Volume 3 Pg no .147 Item Code.16.19) Rmtr 7.56 7.56 2080.0 False None None False None False 15724.8 0 3893714 149795 None itemno-10.3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.3 Sqm 49.14 49.14 234.0 False None None False None False 11498.76 0 3893715 149795 None itemno-10.2 Maintenance of Earthen Shoulder (flling with fresh soi) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.2 Cum 122.22 122.22 780.0 False None None False None False 95331.6 0 3893716 149795 None itemno-10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (PWD SR 2023-24 Volume 3 Pg no .91 Item Code.10.5) Sqm 536.76 536.76 143.0 False None None False None False 76756.68 0 3893717 149795 None itemno-1.12 NALA Training 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 (PWD SR 2023-24 Volume 1 Pg no .8 Item Code.1.12) Cum 119.7 119.7 135.0 False None None False None False 16159.5 0 1725096276000 0 None None Roads PACKAGE-722 (B)Improvements to MDR Connecting NH-69 (NH-206) to Thadsa Donabaghatta joining Navilebasavapura, Amaravathi camp, Haatikatte from Ch 0.00 KM to 5.50 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District -Sixth Year Maintenace 6977680.73 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893718 149796 None itemno-16.22 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 (PWD SR 2023-24 Volume 3 Pg no .147 Item Code.16.22) Km 2583.17 2583.17 2.6 False None None False None False 6716.242 0 3893719 149796 None itemno-16.24-i Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint (PWD SR 2023-24 Volume 3 Pg no .148 Item Code.16.24i) Nos 268.21 268.21 11.0 False None None False None False 2950.31 0 3893720 149796 None itemno-8.10 Painting Two Coats on New Concrete Surfaces. Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (PWD SR 2023-24 Volume 3 Pg no .66 Item Code.8.10) Sqm 141.92 141.92 31.14 False None None False None False 4419.3888 0 3893721 149796 None itemno-5.3-i Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (PWD SR 2023-24 Volume 3 Pg no .31 Item Code.5.3i) Sqm 15.62 15.62 14475.2 False None None False None False 226102.624 0 3893722 149796 None itemno-5.16-C Providing and laying Bituminous Concrete Grading II for traffic less than 20 MSA with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects PWD SR 2023-24 Volume 3 Page no.37 itemno-5.16-C. Cum 14262.11 14262.11 434.25 False None None False None False 6193321.2675 0 3893723 149796 None itemno-8.15 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. (PWD SR 2023-24 Volume 3 Pg no .67 Item Code.8.15) Sqm 690.06 690.06 520.0 False None None False None False 358831.2 0 3893724 149796 None itemno-8.43 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. (PWD SR 2023-24 Volume 3 Pg no .74 Item Code 8.43) Nos 475.23 475.23 390.0 False None None False None False 185339.7 0 1725096276000 0 None None Roads PACKAGE-722 (B)Improvements to MDR Connecting NH-69 (NH-206) to Thadsa Donabaghatta joining Navilebasavapura, Amaravathi camp, Haatikatte from Ch 0.00 KM to 5.50 KM (in selected reaches) in Bhadravathi Taluk of Shivamogga District -Electical Estimate 1950005.98 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3893725 149797 None Item Code 1 RCC Pole - 9 Mtr Long, 145 Kg WL Supervision Charges 10 percent and Contigency charges 2 percent No 9630.27 9630.27 72.0 False None None False None False 693379.44 0 3893726 149797 None Item Code 2 PSCC Pole - 9Mtr Long, 200 Kg WL , Supervision Charges 10 percent and Contigency charges 2 percent No 6246.91 6246.91 18.0 False None None False None False 112444.38 0 3893727 149797 None Item Code 3 LT 4 Pin Cross Arm with clamps, bolts, nuts and washers for RCC Pole - 9 Mtr Long, 145 Kg WL Supervision Charges 10 percent and Contigency charges 2 percent Set 633.87 633.87 72.0 False None None False None False 45638.64 0 3893728 149797 None Item Code 4 LT 4 Pin Cross Arm with clamps, bolts, nuts and washers for RCC Pole - 9 Mtr Long, 145 Kg WL Supervision Charges 10 percent and Contigency charges 2 percent Set 633.86 633.86 18.0 False None None False None False 11409.48 0 3893729 149797 None Item Code 5 1.1 kV Pin Insulator with GI Pin Supervision Charges 10 percent and Contigency charges 2 percent No 36.46 36.46 72.0 False None None False None False 2625.12 0 3893730 149797 None Item Code 6 No. 8 Strain Insulator Supervision Charges 10 percent and Contigency charges 2 percent No 31.75 31.75 576.0 False None None False None False 18288.0 0 3893731 149797 None Item Code 7 Guy Set Complete with No. 8 Strain Insulator & Concreting materials Supervision Charges 10 percent and Contigency charges 2 percent Set 1822.24 1822.24 72.0 False None None False None False 131201.28 0 3893732 149797 None Item Code 8 Rabbit ACSR Conductor Supervision Charges 10 percent and Contigency charges 2 percent Km 59499.77 59499.77 14.62 False None None False None False 869886.6374 0 3893733 149797 None Item Code 9 Spiral Earth Electrode , Supervision Charges 10 percent and Contigency charges 2 percent No 390.44 390.44 90.0 False None None False None False 35139.6 0 3893734 149797 None Item Code 10 Guy concreting with Boulders, Mud and Sand , Supervision Charges 10 percent and Contigency charges 2 percent No 224.0 224.0 72.0 False None None False None False 16128.0 0 3893735 149797 None Item Code 11 Anti Climbing Device 12 Mtr GI Barbed Wire Rates are inclusive of Supervision Charges 10 percent and Contigency charges 2 percent Kg 154.06 154.06 90.0 False None None False None False 13865.4 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1725096277000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1725096277000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory None 1725096277000 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 1725096277000 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 1725096277000 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 1725096410000 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 1725096417000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. None 1725096424000 0 None None ELIGIBILITY The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1725096430000 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 1725096436000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees prescribed as per E procurement soon after contract has been issued to bidder None 1725096441000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1725096447000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs None 1725096452000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable None 1725096458000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing E - Procurement Portal None 1725096463000 0 None None ELIGIBILITY Contractors Should be registered with KPWD Class I Registration None 1725096469000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders None 1725096474000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should upload all details and documents as per Technical and Financial bid attached to this tender None 1725096481000 0 None None ELIGIBILITY Materials like bitumen, steel, cement etc.,required for the work shall be procured by the tenderer themselves and should got them tested by the quality control authority before use in the work None 1725096487000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund None 1725096492000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejected None 1725096502000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Chief Engineer reserves the right to verify the documents before approval None 1725096504000 0 None None ELIGIBILITY If the tenderer fails to comply with any of the conditions in the technical bid, their financial bid will be liable to be rejected None 1725096509000 0 None None ELIGIBILITY 0riginal documents / Certificates shall be produced by the Tenderer as mentioned in the Bid document None 1725096515000 0 None None ELIGIBILITY The units of items 2.5(ii)a, item 13.7 and item 8.43 of uni SR V-3 2023-24 , shall be read as 100sqm,No. & No. respectively None 1725096520000 1 None None ELIGIBILITY Item rates are Exclusive of 18 percent GST.Hence the bidders must quote the rates Excluding 18 percent GST None 1725096526000 0 None None ELIGIBILITY GST will not be paid separately None 1725096539000 0 None None ELIGIBILITY All maintenance items shall be rectified irrespective of quantities during DLP & maintenance period None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Section 2 ITT 3.2 - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 (b) Satisfactorily completed as prime contractor, at least one similar nature of work value not less than Rs.829.00 Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the following minimum quantities of work (Earth Work for Embankment-Subgrade-Shoulders -18946.00 Cum 2. GSB or WMM -15575.00 Cum 3.BM/SDBC/DBM/BC 3230.00 Cum 4. Plain Cement Concrete (PCC) /Reinforced Cement Concrete (RCC) M20 higher grades -2625.00 cum) (80% of peak rate of construction) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done certificate issued by an officer of rank not below the rank of EE or equivalent None None None None KPWD Registration Certificate Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Section 2 ITT 3.7 - 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 2019-20 to 2023-24 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 2023-24 price level, of existing commitments and on-going works to be completed during the next 11months (period of completion of the works for which Tenders are invited) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done, Balance work done certificate issued by an officer of rank not below the rank of EE or equivalent None None None None Section 2 ITT 3.2 - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24. (a) Achieved in at least two financial years a minimum financial turnover (in all classes of Civil Engineering construction works only of Rs.3316.00 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Setion 2 ITT 3.3 - Each Tenderer should further demonstrate (c) liquid assets and/or availability of credit facilities of not less than Rs 497.00 Lakhs (Credit lines/ letter of credit/ certificates from nationalized banks for meeting the fund requirement etc.) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Bankers certificate in the prescribed format issued by Nationalized bank as per KW 4 None None None None Details of Committed Works Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Details of Committed Works None None None None Annual turn over certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Copies of Tax Registration Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Copies of Tax Registration None None None None Section 2 ITT 3.3(b) - Each Tenderer should further demonstrate: Availability by owning(i) Machineries to be owned: 1.Hot Mix Plant with Electronic Controls 40-60 TPH and higher capacity: 1 No 2.Mechanical Paver Finisher:1 No 3. Static Road Roller/Vibratory Road Roller: 2 No.4. Tippers : 4Nos Others Original purchase invoice, Rc book for own createdTs version createdDate modifiedDate documentName None None None None Others -- Original purchase invoice, Rc book for own None None None None Machineries could be on Lease/Hire 1.Wet Mix Plant / Pug mill 1 No. 2.Truck mounted Bitumen Sprayer: 1 No 3. Motor Grader: 1 No.4. Vibratory Road Roller (6T to 10T)/ Tandem Roller:3 No5. :Excavator 0.90 Cum Bucket Capacity:2 No 6.Tipper Trucks:6 Nos 7. Transit Truck Agitator:3 No 8. Water Tanker: 3 No. 9. Concrete Batching Plant: 1 No Others Hire / Lease agreement with original invoice of the original owner and specifying period of lease / hire createdTs version createdDate modifiedDate documentName None None None None Others -- Hire / Lease agreement with original invoice of the original owner and specifying period of lease / hire None None None None AFFIDAVIT On a Stamp Paper of Rs 100 duly Notarized Others Affadavit createdTs version createdDate modifiedDate documentName None None None None Others -- AFFIDAVIT On a Stamp Paper of Rs 100 duly Notarized
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid KPWD Registration Certificate True Technical Bid AFFIDAVIT On a Stamp Paper of Rs 100 duly Notarized True Technical Bid Details of Committed Works True Technical Bid Copies of Tax Registration True Technical Bid GST Registration Certificate True Technical Bid Similar Nature of Work True Technical Bid Work done certificate True Technical Bid Line Of credit True Technical Bid Quantities wise Work done certificate True Technical Bid Bid Capacity True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadaravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None Roads Shivamogga Bhadravathi Shimoga BHADRAVATHI Bhadravathi None None None None None None
tenderAddress	createdTs 1725097418000 version 0 createdDate None modifiedDate None blockNumber Chief Project Officer, Project Implementation Unit, State Highway Development Project, Pwd Annex Building, K R Circle, Bengaluru 560001 street None city Bengaluru state Karnataka pin 560001
tenderRecallDTO	None