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noticeInvitingTenderDTO	createdTs 1710312907201 version 9 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 7263000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 23-08-2024 17:00:00 tenderQueryClose 12-08-2024 11:00:00 technicalBidOpen 27-08-2024 11:00:00 publishedDate 29-07-2024 11:41:44 publishedByPost BTDA_EE_DIV2_BGK publishedByUser KPE11628 - S S DOLLI bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate 02-08-2024 17:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType PERCENTAGE denominationTypeText Percentage retenderedYn None percentageRateTypeText Single Rate contactPerson S S Dolli Executive Engineer splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08354297654 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1710312907228 version 4 createdDate None modifiedDate None tenderNumber BTDA/2023-24/OW/WORK_INDENT9 title IMPROVEMENTS TO ROAD FROM A.P.M.C CIRCLE TO HONAKATTI CROSS OF C ROAD AND CONSTRUCTION OF PARALLEL ROB INCLUDING VEHICULAR UNDER PASS AT SIGIKERI CROSS BAGALKOT description IMPROVEMENTS TO ROAD FROM A.P.M.C CIRCLE TO HONAKATTI CROSS OF C ROAD AND CONSTRUCTION OF PARALLEL ROB INCLUDING VEHICULAR UNDER PASS AT SIGIKERI CROSS BAGALKOT category WORKS categoryText Works ecv 724981379.95 deptName Bagalkot Town Development Authority status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 6249 locationName BTDA Executive Engineer Office Div No 2 Bagalkot provisionalAmount 850000000.0 groupOverheadTotal 110590379.99 fileNumber BTDA/AEE/SD6/2023-24/6
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1710312907000 0 None None Other Works IMPROVEMENTS TO ROAD FROM A.P.M.C CIRCLE TO HONAKATTI CROSS OF C ROAD AND CONSTRUCTION OF PARALLEL ROB INCLUDING VEHICULAR UNDER PASS AT SIGIKERI CROSS BAGALKOT 614390999.96 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3030987 102139 None BTDADIV001 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 withall lifts and lead By Mechanical MeansA Cement Concrete Grade M-15 & M-20 Cum 907.43 907.43 472.84 False None None False None False 429069.2012 0 3030988 102139 None BTDADIV002 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 withall lifts and lead Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means Cum 139.05 139.05 56.25 False None None False None False 7821.5625 0 3030989 102139 None BTDADIV003 Removal of Unserviceable Soil with Disposal upto a suitabledistance as directed by the Engineer incharge of work Cum 32.96 32.96 33660.0 False None None False None False 1109433.6 0 3030990 102139 None BTDADIV004 Scarifying Existing Granular Surface to a Depth of 50 mm byMechanical Means using Hydraulic excavator Sqm 4.12 4.12 57912.0 False None None False None False 238597.44 0 3030991 102139 None BTDADIV005 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (P.No.8, I.No.1.14.1) Cum 75.19 75.19 58848.98 False None None False None False 4424854.8062 0 3030992 102139 None BTDADIV006 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 (P.No.8, I.No .1.15.1) Cum 280.16 280.16 86822.96 False None None False None False 24324320.4736 0 3030993 102139 None BTDADIV007 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC andthen compacted by rolling so as to achieve minimum dry densityas given in Table 300-2 for embankment construction. (P.No.15, I.No.3.8) Cum 89.61 89.61 52680.0 False None None False None False 4720654.8 0 3030994 102139 None BTDADIV008 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (P.No.15 ,SI.No.3.6) Cum 425.39 425.39 52388.4 False None None False None False 22285501.476 0 3030995 102139 None BTDADIV009 Construction of Granular Sub-Base of required grading asper design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, completeas per clause 401 .(I.No.4.1,P.No.19) Cum 2417.41 2417.41 12642.0 False None None False None False 30560897.22 0 3030996 102139 None BTDADIV010 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 onwell prepared surface and compacting with vibratory roller to achieve the desired density ( I.No.4.27, P.No.24) Cum 2465.82 2465.82 12254.25 False None None False None False 30216774.735 0 3030997 102139 None BTDADIV011 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 0.90kg per m2 using mechanical means. Sqm 43.26 43.26 94797.0 False None None False None False 4100918.22 0 3030998 102139 None BTDADIV012 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desiredcompaction as per MoRTH specification clause No. 505complete in all respects. Cum 9992.03 9992.03 5722.02 False None None False None False 57174595.5006 0 3030999 102139 None BTDADIV013 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanicalbroom, ( P.29, I.No.5.4) Sqm 14.42 14.42 94797.0 False None None False None False 1366972.74 0 3031000 102139 None BTDADIV014 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 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 Cum 11640.03 11640.03 2794.05 False None None False None False 32522825.8215 0 3031001 102139 None BTDADIV015 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.. (P-182 I-24.15) ---- Sqm 492.34 492.34 2678.7 False None None False None False 1318831.158 0 3031002 102139 None BTDADIV016 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 Nos 515.0 515.0 14038.5 False None None False None False 7229827.5 0 3031003 102139 None BTDADIV017 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 oIRC:67:2012. 90 cm equilateral triangle Nos 4848.21 4848.21 80.0 False None None False None False 387856.8 0 3031004 102139 None BTDADIV018 Providing and erecting direction and place identificationretro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Nos 8310.04 8310.04 8.0 False None None False None False 66480.32 0 3031005 102139 None BTDADIV019 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technicalspecifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paidseparately). (P.No.16, I.No.2.4.2) m 6147.04 6147.04 2319.0 False None None False None False 14254985.76 0 3031006 102139 None BTDADIV020 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)(P.No.84, I.No.11.32) Kg 94.76 94.76 69570.0 False None None False None False 6592453.2 0 3031007 102139 None BTDADIV021 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wallsand parapets Clause 1101.6.750 mm dia m 3289.82 3289.82 163.0 False None None False None False 536240.66 0 3031008 102139 None BTDADIV022 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works includingpreparing the surface after thorougly cleaning oil,grease, dirt and foreign matter, cost of materials, labour complete asper specifications and as per directions of Engineer-in-charge. Sqm 38.11 38.11 3924.0 False None None False None False 149543.64 0 3031009 102139 None BTDADIV023 Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost ofmaterials, labour and Usage charges of machinery complete as perspecification( V-II P.No.64 ,SI.No.9.32) Sqm 1179.35 1179.35 8400.0 False None None False None False 9906540.0 0 3031010 102139 None BTDADIV024 Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 m 3369.13 3369.13 110.0 False None None False None False 370604.3 0 3031011 102139 None BTDADIV025 Replacement of Crash Barrier. m 645.81 645.81 2837.0 False None None False None False 1832162.97 0 3031012 102139 None BTDADIV026 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (P.No.8, I.No.1.14.1) Cum 75.19 75.19 6552.0 False None None False None False 492644.88 0 3031013 102139 None BTDADIV027 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (P.No.15 ,SI.No.3.6) Cum 425.39 425.39 1638.0 False None None False None False 696788.82 0 3031014 102139 None BTDADIV028 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarseaggregates.(P.No.15, I.No.2.1.3) Cum 5720.62 5720.62 924.0 False None None False None False 5285852.88 0 3031015 102139 None BTDADIV029 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with superplasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technicalspecifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paidseparately). (P.No.16, I.No.2.4.2) Cum 6147.04 6147.04 3255.0 False None None False None False 20008615.2 0 3031016 102139 None BTDADIV030 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)(P.No.84, I.No.11.32) Kg 94.76 94.76 162750.0 False None None False None False 15422190.0 0 3031017 102139 None BTDADIV031 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as perdrawing and Technical Specifications Rmtr 177.16 177.16 700.0 False None None False None False 124012.0 0 3031018 102139 None BTDADIV032 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Rmtr 125.66 125.66 770.0 False None None False None False 96758.2 0 3031019 102139 None BTDADIV033 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, disposi Cum 75.19 75.19 5280.0 False None None False None False 397003.2 0 3031020 102139 None BTDADIV034 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (P.No.15 ,SI.No.3.6) Cum 425.39 425.39 953.1 False None None False None False 405439.209 0 3031021 102139 None BTDADIV035 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarseaggregates.(P.No.15, I.No.2.1.3) Cum 5720.62 5720.62 306.0 False None None False None False 1750509.72 0 3031022 102139 None BTDADIV036 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, wellcompacted using needle vibrators, providing weep holes wher ever necesary, including all lead & lifts, costof all materials of quality, labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formworkto be paid separately)M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6580.67 6580.67 2192.7 False None None False None False 14429435.109 0 3031023 102139 None BTDADIV037 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)(P.No.84, I.No.11.32) Kg 94.76 94.76 219270.0 False None None False None False 20778025.2 0 3031024 102139 None BTDADIV038 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification Nos 3015.84 3015.84 28.0 False None None False None False 84443.52 0 3031025 102139 None BTDADIV039 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, disposi Cum 75.19 75.19 14640.0 False None None False None False 1100781.6 0 3031026 102139 None BTDADIV040 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (P.No.15 ,SI.No.3.6) Cum 425.39 425.39 360.0 False None None False None False 153140.4 0 3031027 102139 None BTDADIV041 Supplying Ductile Iron Pipes conforming to IS 8329:2000 with latest amendments and conveying to worksite,rolling and lowering into trenches laying true to line level and perfect linking at joints,testing and commissioning,including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials (excluding cost of specials)with rubber gaskets including cleaning the socket and spigot ends with soap solution and applying soft soap to the spigot and socket ends before insertion of rubber gaskets,jacking and fixing in perfect conditions including cost of soap solution ,soft soap,waste etc,and giving necessary hydraulic test to the required pressure as per IS with all lead and lift including cost of jointing materials (contractor will make his own arrangements for procuring water for testing)K-9 Class 200 mm Dia Rmtr 2057.94 2057.94 7320.0 False None None False None False 15064120.8 0 3031028 102139 None BTDADIV042 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 125.66 125.66 14640.0 False None None False None False 1839662.4 0 3031029 102139 None BTDADIV043 Mechanical Means: -In all kinds of soils Depth upto 3m Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 75.19 75.19 710.02 False None None False None False 53386.4038 0 3031030 102139 None BTDADIV044 Mechanical Means: -In all kinds of soils Depth upto 3m Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 280.16 280.16 355.01 False None None False None False 99459.6016 0 3031031 102139 None BTDADIV045 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth Cum 359.47 359.47 82.84 False None None False None False 29778.4948 0 3031032 102139 None BTDADIV046 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Cum 7079.81 7079.81 33.52 False None None False None False 237315.2312 0 3031033 102139 None BTDADIV047 Additionalities for Form Work and Centring, & Scaffolding charges for T-Beam and Slab Cum 1474.96 1474.96 33.52 False None None False None False 49440.6592 0 3031034 102139 None BTDADIV048 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M 40 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8431.99 8431.99 319.79 False None None False None False 2696466.0821 0 3031035 102139 None BTDADIV049 Additionalities for Form Work and Centring, & Scaffolding charges Cum 1756.66 1756.66 319.79 False None None False None False 561762.3014 0 3031036 102139 None BTDADIV050 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M 40 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8706.38 8706.38 412.08 False None None False None False 3587725.0704 0 3031037 102139 None BTDADIV051 Additionalities for Form Work and Centring, & Scaffolding charges for T-Beam and Slab Cum 1813.83 1813.83 412.08 False None None False None False 747443.0664 0 3031038 102139 None BTDADIV052 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M 40 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8935.04 8935.04 152.16 False None None False None False 1359555.6864 0 3031039 102139 None BTDADIV053 Additionalities for Form Work and Centring, & Scaffolding charges for T-Beam and Slab Cum 1861.47 1861.47 152.16 False None None False None False 283241.2752 0 3031040 102139 None BTDADIV054 beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation Cum 893.5 893.5 152.16 False None None False None False 135954.96 0 3031041 102139 None BTDADIV055 Providing structural steel for super-structure complete as per drawng and technical specification Tonne 190915.03 190915.03 435.0 False None None False None False 83048038.05 0 3031042 102139 None BTDADIV056 Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Tonne 90700.77 90700.77 128.08 False None None False None False 11616954.6216 0 3031043 102139 None BTDADIV057 Supplying fitting & placing TMT Fe550 bar reinforcement to super-structure complete as per Specifications MORTH Specification No. 1600. Tonne 90896.47 90896.47 26.63 False None None False None False 2420572.9961 0 3031044 102139 None BTDADIV058 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. Tonne 380.07 380.07 22.82 False None None False None False 8673.1974 0 3031045 102139 None BTDADIV059 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702 Cum 14468.41 14468.41 57.06 False None None False None False 825567.4746 0 3031046 102139 None BTDADIV060 Crash Barrier for Bridges Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) m 4951.21 4951.21 126.8 False None None False None False 627813.428 0 3031047 102139 None BTDADIV061 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification MORTH Specification No. 2705 Nos 3015.84 3015.84 4.0 False None None False None False 12063.36 0 3031048 102139 None BTDADIV062 Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgf/sq.cm working pressure chemp plast / Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials,with 160mm outer dia m 1289.56 1289.56 30.0 False None None False None False 38686.8 0 3031049 102139 None BTDADIV063 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Cum 972.32 972.32 794.56 False None None False None False 772566.5792 0 3031050 102139 None BTDADIV064 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. m 232.78 232.78 24.0 False None None False None False 5586.72 0 3031051 102139 None BTDADIV065 Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight m 39.14 39.14 24.0 False None None False None False 939.36 0 3031052 102139 None BTDADIV066 Clearing and Grubbing Road Land. 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. ha 162785.32 162785.32 1.24 False None None False None False 201853.7968 0 3031053 102139 None BTDADIV067 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 75.19 75.19 409.5 False None None False None False 30790.305 0 3031054 102139 None BTDADIV068 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5720.62 5720.62 32.6 False None None False None False 186492.212 0 3031055 102139 None BTDADIV069 Additionalities for Form Work and Centring, & Scaffolding charges Cum 572.06 572.06 32.6 False None None False None False 18649.156 0 3031056 102139 None BTDADIV070 Supplying and laying high trength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORT&H 3100 and IRC 113, made of high tenacity polyster core with poyethylene coating with minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celsius corresponding to 12% strain etc., complete and as directed by Engineer-in-chage. Synthetic Geogrid Ultimate tensile strength 150kN/m with Assembling, joining and laying of reinforcing elements.With reinforcing elements of synthetic geogrid Sqm 491.31 491.31 70060.5 False None None False None False 34421424.255 0 3031057 102139 None BTDADIV071 Facing elements of RCC Sqm 1917.86 1917.86 3558.61 False None None False None False 6824915.7746 0 3031058 102139 None BTDADIV072 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 75.19 75.19 12277.17 False None None False None False 923120.4123 0 3031059 102139 None BTDADIV073 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular materialc Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200 Cum 972.32 972.32 26218.5 False None None False None False 25492771.92 0 3031060 102139 None BTDADIV074 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. Reference to MORTH Spection 710.1.4 of IRC:78 and 2200 Cum 1138.15 1138.15 2087.56 False None None False None False 2375956.414 0 3031061 102139 None BTDADIV075 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 5720.62 5720.62 112.2 False None None False None False 641853.564 0 3031062 102139 None BTDADIV076 Additionalities for Form Work and Centring, & Scaffolding charges Cum 572.06 572.06 112.2 False None None False None False 64185.132 0 3031063 102139 None BTDADIV077 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6371.58 6371.58 186.3 False None None False None False 1187025.354 0 3031064 102139 None BTDADIV078 Additionalities for Form Work and Centring, & Scaffolding charges Cum 637.16 637.16 186.3 False None None False None False 118702.908 0 3031065 102139 None BTDADIV079 Supplying fitting & placing TMT Fe550 bar reinforcement to super-structure complete as per Specifications MORTH Specification No. 1600. Tonne 90896.47 90896.47 14.9 False None None False None False 1354357.403 0 3031066 102139 None BTDADIV080 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). MORTH Specification No. 1500,1600 1700 & 2704. Cum 12372.36 12372.36 44.1 False None None False None False 545621.076 0 3031067 102139 None BTDADIV081 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed with Reinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/ NH-33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified MORTH Specification No. 809 B. Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) Rmtr 4951.21 4951.21 621.0 False None None False None False 3074701.41 0 3031068 102139 None BTDADIV082 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 425.39 425.39 1564.92 False None None False None False 665701.3188 0 3031069 102139 None BTDADIV083 By Mix in place Method Construction of Granular Sub-Base of required grading as per design mixing 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 power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Cum 2301.02 2301.02 1117.8 False None None False None False 2572080.156 0 3031070 102139 None BTDADIV084 A Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2465.82 2465.82 1164.38 False None None False None False 2871151.4916 0 3031071 102139 None BTDADIV085 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. Sqm 43.26 43.26 4657.5 False None None False None False 201483.45 0 3031072 102139 None BTDADIV086 Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bitumenous surface cleaned with mechanical broom Sqm 12.36 12.36 4657.5 False None None False None False 57566.7 0 3031073 102139 None BTDADIV087 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 9413.17 9413.17 232.88 False None None False None False 2192139.0296 0 3031074 102139 None BTDADIV088 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant 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 Cum 10929.33 10929.33 186.3 False None None False None False 2036134.179 0 3031075 102139 None BTDADIV089 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationMORTH Specification No. 2705 Nos 3015.84 3015.84 125.0 False None None False None False 376980.0 0 3031076 102139 None BTDADIV090 Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgf/sq.cm working pressure chemp plast / Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials,with 160mm outer dia m 1394.62 1394.62 807.23 False None None False None False 1125779.1026 0 3031077 102139 None BTDADIV091 Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Sqm 8915.68 8915.68 6.75 False None None False None False 60180.84 0 3031078 102139 None BTDADIV092 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 90 cm equilateral triangle 900MM Equilateral triangle- type XI Nos 4736.97 4736.97 8.0 False None None False None False 37895.76 0 3031079 102139 None BTDADIV093 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 90 cm equilateral triangle 60 cm circular Nos 4364.11 4364.11 6.0 False None None False None False 26184.66 0 3031080 102139 None BTDADIV094 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 90 cm equilateral triangle 60 cm circular 80 mm x 60 mm rectangular Nos 5445.61 5445.61 6.0 False None None False None False 32673.66 0 3031081 102139 None BTDADIV095 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 90 cm equilateral triangle60 cm x 45 cm rectangular Nos 4292.01 4292.01 6.0 False None None False None False 25752.06 0 3031082 102139 None BTDADIV096 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 90 cm equilateral triangle90 cm high octagon Nos 6495.18 6495.18 6.0 False None None False None False 38971.08 0 3031083 102139 None BTDADIV097 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes Sqm 492.34 492.34 370.74 False None None False None False 182530.1316 0 3031084 102139 None BTDADIV098 Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall notbe less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. Nos 360.5 360.5 208.0 False None None False None False 74984.0 0 3031085 102139 None BTDADIV099 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 75.19 75.19 370.82 False None None False None False 27881.9558 0 3031086 102139 None BTDADIV100 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7651.61 7651.61 17.66 False None None False None False 135127.4326 0 3031087 102139 None BTDADIV101 Additionalities for Form Work and Centring, & Scaffolding charges Cum 1530.32 1530.32 17.66 False None None False None False 27025.4512 0 3031088 102139 None BTDADIV102 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8122.84 8122.84 79.38 False None None False None False 644791.0392 0 3031089 102139 None BTDADIV103 Additionalities for Form Work and Centring, & Scaffolding charges Cum 1624.57 1624.57 79.38 False None None False None False 128958.3666 0 3031090 102139 None BTDADIV104 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8361.02 8361.02 38.17 False None None False None False 319140.1334 0 3031091 102139 None BTDADIV105 Additionalities for Form Work and Centring, & Scaffolding charges Cum 1672.2 1672.2 38.17 False None None False None False 63827.874 0 3031092 102139 None BTDADIV106 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8361.02 8361.02 52.85 False None None False None False 441879.907 0 3031093 102139 None BTDADIV107 Additionalities for Form Work and Centring, & Scaffolding charges Cum 1672.2 1672.2 52.85 False None None False None False 88375.77 0 3031094 102139 None BTDADIV108 Supplying fitting & placing TMT Fe550 bar reinforcement to super-structure complete as per Specifications MORTH Specification No. 1600. Tonne 90896.47 90896.47 34.08 False None None False None False 3097751.6976 0 3031095 102139 None BTDADIV109 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8622.39 8622.39 198.98 False None None False None False 1715683.1622 0 3031096 102139 None BTDADIV110 Additionalities for Form Work and Centring, & Scaffolding charges Cum 1724.48 1724.48 198.98 False None None False None False 343137.0304 0 3031097 102139 None BTDADIV111 Supplying fitting & placing TMT Fe550 bar reinforcement to super-structure complete as per Specifications MORTH Specification No. 1600. Tonne 90896.47 90896.47 34.82 False None None False None False 3165015.0854 0 3031098 102139 None BTDADIV112 Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. m 14584.8 14584.8 31.5 False None None False None False 459421.2 0 3031099 102139 None BTDADIV113 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed with Reinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/ NH-33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified MORTH Specification No. 809 B. Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) m 4951.21 4951.21 20.9 False None None False None False 103480.289 0 3031100 102139 None BTDADIV114 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702 Cum 14468.41 14468.41 14.11 False None None False None False 204149.2651 0 3031101 102139 None BTDADIV115 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 75.19 75.19 1316.44 False None None False None False 98983.1236 0 3031102 102139 None BTDADIV116 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Sqm 89.61 89.61 987.33 False None None False None False 88474.6413 0 3031103 102139 None BTDADIV117 Construction of Subgrade and Earthen ShouldersConstruction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 425.39 425.39 1974.66 False None None False None False 840000.6174 0 3031104 102139 None BTDADIV118 By Mix in place MethodConstruction of Granular Sub-Base of required grading as per design mixing 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 power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Cum 2301.02 2301.02 1316.44 False None None False None False 3029154.7688 0 3031105 102139 None BTDADIV119 A Wet Mix Macadam (Plant mix method)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2465.82 2465.82 1645.55 False None None False None False 4057630.101 0 3031106 102139 None BTDADIV120 A Prime Coat over WMM/WBM(i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. Sqm 43.26 43.26 6582.2 False None None False None False 284745.972 0 3031107 102139 None BTDADIV121 Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bitumenous surface cleaned with mechanical broom Sqm 12.36 12.36 6582.2 False None None False None False 81355.992 0 3031108 102139 None BTDADIV122 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 9413.17 9413.17 329.11 False None None False None False 3097968.3787 0 3031109 102139 None BTDADIV123 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant 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 Cum 10929.33 10929.33 197.47 False None None False None False 2158214.7951 0 3031110 102139 None BTDADIV124 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6147.04 6147.04 80.88 False None None False None False 497172.5952 0 3031111 102139 None BTDADIV125 Additionalities for Form Work and Centring, & Scaffolding charges Cum 307.35 307.35 80.88 False None None False None False 24858.468 0 3031112 102139 None BTDADIV126 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 75.19 75.19 1158.57 False None None False None False 87112.8783 0 3031113 102139 None BTDADIV127 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5720.62 5720.62 110.34 False None None False None False 631213.2108 0 3031114 102139 None BTDADIV128 Additionalities for Form Work and Centring, & Scaffolding charges Cum 1530.32 1530.32 110.34 False None None False None False 168855.5088 0 3031115 102139 None BTDADIV129 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7651.61 7651.61 551.7 False None None False None False 4221393.237 0 3031116 102139 None BTDADIV130 Additionalities for Form Work and Centring, & Scaffolding charges Cum 1530.32 1530.32 551.7 False None None False None False 844277.544 0 3031117 102139 None BTDADIV131 Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Tonne 90700.77 90700.77 38.62 False None None False None False 3502863.7374 0 3031118 102139 None BTDADIV132 Fabricating, supplying and erection of ...Mtrs long hot dip Galvanized Octagonal pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for .......Mtrs pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom .....mm, top....mm with 3mm thick, suitable base plate and 4Nos of ..... long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended. (13/4.2)9 meters -Top 70mm and bottom 155mm dia (13/4.2.7) Each 17419.0 17419.0 40.0 False None None False None False 696760.0 0 3031119 102139 None BTDADIV133 4 meters - Top 70mm and bottom 130mm dia (5.14.2) Each 7398.0 7398.0 40.0 False None None False None False 295920.0 0 3031120 102139 None BTDADIV134 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 75.19 75.19 2.7 False None None False None False 203.013 0 3031121 102139 None BTDADIV135 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Cum 5899.84 5899.84 3.6 False None None False None False 21239.424 0 3031122 102139 None BTDADIV136 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6121.29 6121.29 2.88 False None None False None False 17629.3152 0 3031123 102139 None BTDADIV137 Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Kg 94.76 94.76 144.0 False None None False None False 13645.44 0 3031124 102139 None BTDADIV138 Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete.Double Arm Bracket with 1500mm Standard 40/50mm dia .(16/4.7.5) Each 2642.0 2642.0 166.0 False None None False None False 438572.0 0 3031125 102139 None BTDADIV139 LED Street light.Supply of LED Streetlight with pressure die cast aluminum housing body with optimal heat sink for better thermal dissipation. Diffuser with Injection moulded & is made of polycarbonate material with high transmission index, delivering superior light output. Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70 percent. CCT greterthen 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminare greterthen IK08. Power Factor greterthen 0.9 with mains Current should not be greater than 0.1A to 0.7A & Surge Protection- Min 4KV along with Over voltage/Overload, short circuit/ miswiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Over load & Short circuit protection ensures reliable operation in spite of problem in output side. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency greater than 130lm/w at 1W & Fixture Efficiency greterthen 80lm/w with nominal CRI greterthen 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 5 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED source manufacture. Suitable for B1/B2 Roads as per IS 1944 Part I & Part II.LED Streetlight 90watts (67/11.8.4) Each 7777.0 7777.0 80.0 False None None False None False 622160.0 0 3031126 102139 None BTDADIV140 Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required.In existing trench/duct. -2.5 to 25 Sqmm (Single/3.5/4 Core)30.05 Km 894.0 894.0 5.14 False None None False None False 4595.16 0 3031127 102139 None BTDADIV141 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 (40/6.4)4 core 16 sqmm (32.05) Km 183442.0 183442.0 1.2 False None None False None False 220130.4 0 3031128 102139 None BTDADIV142 Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm (44/6.19)Using 6ft. Copper bonded rod with backfill compound (44/6.19.2) Each 5325.0 5325.0 12.0 False None None False None False 63900.0 0 3031129 102139 None BTDADIV143 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. (40/6.3)25x3mm GI strip (40/6.3.1) Mtr 75.0 75.0 40.0 False None None False None False 3000.0 0 3031130 102139 None BTDADIV144 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. (29.03) Cum 389.0 389.0 600.0 False None None False None False 233400.0 0 3031131 102139 None BTDADIV145 Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) (42/6.11) 19/20mm (42/6.11.1) Each 68.0 68.0 6.0 False None None False None False 408.0 0 3031132 102139 None BTDADIV146 Supplying and fixing of class A (medium duty) GI pipe of wall thickness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1KV (41/6.9)50mm (42/6.9.2) Each 380.0 380.0 20.0 False None None False None False 7600.0 0 3031133 102139 None BTDADIV147 Supplying and fixing LT cast Iron pot heads suitable for 1.1KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps, bolts, nuts and washers etc. (42/6.10)16Sqmm (35.01) Mtr 316.0 316.0 4.0 False None None False None False 1264.0 0 3031134 102139 None BTDADIV148 Spreading and forming with sand all round the cable to a depth of 75 mm and width of 500 mm. (Does not include cost of sand).29.18 Km 11570.0 11570.0 1.8 False None None False None False 20826.0 0 3031135 102139 None BTDADIV149 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. (43/6.17)16 sqmm 34.21 No 194.0 194.0 24.0 False None None False None False 4656.0 0 3031136 102139 None BTDADIV150 Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. (43/6.18)8 SWG GI Wire (44/6.18.3) Mtr 19.0 19.0 100.0 False None None False None False 1900.0 0 3031137 102139 None BTDADIV151 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 (40/6.4) 3.5 core 25 sqmm () Km 181452.0 181452.0 2.0 False None None False None False 362904.0 0 3031138 102139 None BTDADIV152 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. (24/5.7.2)32A Each 200.0 200.0 8.0 False None None False None False 1600.0 0 3031139 102139 None BTDADIV153 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. (27/5.18)8Way SP &N (28/5.18.3) Each 960.0 960.0 8.0 False None None False None False 7680.0 0 3031140 102139 None BTDADIV154 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32Amps TPN (27/5.17.7) Each 1777.0 1777.0 4.0 False None None False None False 7108.0 0 3031141 102139 None BTDADIV155 Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete (30/5.40).100Amps 4x30x6mm Aluminium Strips (30/5.40.1) Mtr 2214.0 2214.0 4.0 False None None False None False 8856.0 0 3031142 102139 None BTDADIV156 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. (30/5.42)16SWG (30/5.42.2) Sq CM 0.38 0.38 140000.0 False None None False None False 53200.0 0 3031143 102139 None BTDADIV157 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. (29/5.38). Each 464.0 464.0 6.0 False None None False None False 2784.0 0 3031144 102139 None BTDADIV158 Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH, KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy (29/5.33) Each 8370.0 8370.0 2.0 False None None False None False 16740.0 0 3031145 102139 None BTDADIV159 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. (30/5.41)40x40x6mm (30/5.41.1) Mtr 275.0 275.0 40.0 False None None False None False 11000.0 0 3031146 102139 None BTDADIV160 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. (26/5.13) 60 to 70Amps (26/5.13.3) Each 9001.0 9001.0 4.0 False None None False None False 36004.0 0 3031147 102139 None BTDADIV161 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. (32/5.48) Each 4352.0 4352.0 2.0 False None None False None False 8704.0 0 3031148 102139 None BTDADIV162 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to table 3 class 5 of IS:8130-1984 and (Virgin) PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 & confirming to GTP of GROUP-A. - 3C X 2.5Sq. Mm (6/2.5.8) Mtr 109.0 109.0 200.0 False None None False None False 21800.0 0 3031149 102139 None BTDADIV163 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. (5/2.3)4 sqmm (6/2.3.4) Mtr 59.0 59.0 100.0 False None None False None False 5900.0 0 3031150 102139 None BTDADIV164 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240/450V up to 300mA sensitivity on existing wood/panel board. (28/5.20)32-40 Amps 4 pole (28/5.20.3) Each 2826.0 2826.0 2.0 False None None False None False 5652.0 0 3031151 102139 None BTDADIV165 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. (27/5.17)6-32Amps TPN (27/5.17.7) Each 1777.0 1777.0 2.0 False None None False None False 3554.0 0 3031152 102139 None BTDADIV166 For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI Item code-20.04 Set 18718.0 18718.0 2.0 False None None False None False 37436.0 0 3031153 102139 None BTDADIV167 Double Pole TC Set for erection of Transformeron RCC/PSCC 9 Mtr Long Poles as per IS-1977For 25/63/100 kVA 4/5 Star Rated Transformeron PSCC Pole - 9 Mtr Long, 300 Kg WL - MS (Dwg No. BESCOM/GM/QS&S/62 Dtd 24.11.2018)Item code-20.01 Set 13732.0 13732.0 2.0 False None None False None False 27464.0 0 3031154 102139 None BTDADIV168 HT Cable: Supplying and laying of high tension 11KV cable, Dry Curing & Dry Cooling with true triple extrusion, simultaneously through a single common head, 3 core under ground XLPE (E) cable having stranded compact circular aluminium conductor, screened insulated, insulation screened with extruded semiconducting compound in combination with copper tape, core laid up extruded inner sheathed of GI flat strip armoured and overall PVC sheathed with specified IS 7098/11/85 with latest amendments.n (83/15.3) Mtr 1040.0 1040.0 2000.0 False None None False None False 2080000.0 0 3031155 102139 None BTDADIV169 Supplying and making 11KV (E) Extruded "X" linked for tubing & moulded & cross-linked components using Heat Shrink Stress Control tube having High Permittivity XLPE Terminations- INDOOR & OUTDOOR JOINTING KIT latest amendments. .(83/15.2) 3Cx95/120sqmm .(83/15.2.1) Kit 9855.0 9855.0 2.0 False None None False None False 19710.0 0 3031156 102139 None BTDADIV170 Supplying and making 11KV (E) Extruded "X" linked for tubing & moulded & cross-linked components using Heat Shrink Stress Control tube having High Permittivity XLPE Terminations- INDOOR & OUTDOOR JOINTING KIT latest amendments. .(83/15.2)3Cx95/120sqmm (83/15.2.5) Kit 8164.0 8164.0 2.0 False None None False None False 16328.0 0 3031157 102139 None BTDADIV171 Supply, erection, testing and commissioning of .........KVA 4Star rated Aluminium/Copper wound Distribution Transformer 11 KV/433Vwith Off Load Tap Switch, Buchholtz relay winding temperature indicator, oil temperature indicator, marshalling box with wiring, oil level indicator with+ 5% to -10% Steps of 2.5%, HT and LT Cable Entry Box Type, stacked core with oil as per IS:1180(Part-1):2014 with all standard accessories as per latest IS standard No:2026/1977 and IS:335, technical specification & ESCOM approved. (84/15.5) Each 74345.0 74345.0 2.0 False None None False None False 148690.0 0 3031158 102139 None BTDADIV172 LT Distribution Box for 63/100 KVA Transformer with 1 No 160Amps 25kA 4Pole MCCB, suitable capacity Aluminium bus bar mounted in 16SWG powder coated M.S.Box suitable to mount at Transformer Centre as per ESCOM. (87/15.15) Set 16479.1 16479.1 2.0 False None None False None False 32958.2 0 3031159 102139 None BTDADIV173 Mechanical Means: -In all kinds of soils Depth upto 3m Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 82.56 82.56 710.02 False None None False None False 58619.2512 0 3031160 102139 None BTDADIV174 Earth work excavation for Foundation by mechanical means for all works & depth upto 1.50 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth Cum 305.47 305.47 355.01 False None None False None False 108444.9047 0 3031161 102139 None BTDADIV175 Earth work excavation for Foundation by mechanical means for all works & depth upto 1.50 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 Depth exceeding 1.5 m, but not exceeding 3 m Cum 359.24 359.24 35.5 False None None False None False 12753.02 0 3031162 102139 None BTDADIV176 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6434.85 6434.85 33.52 False None None False None False 215696.172 0 3031163 102139 None BTDADIV177 Additionalities for Form Work and Centring, & Scaffolding charges for Foundation (PCC) Cum 257.39 257.39 33.52 False None None False None False 8627.7128 0 3031164 102139 None BTDADIV178 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M 40 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7662.49 7662.49 319.79 False None None False None False 2450387.6771 0 3031165 102139 None BTDADIV179 Additionalities for Form Work and Centring, & Scaffolding charges for Foundation (RCC) Cum 1915.62 1915.62 319.79 False None None False None False 612596.1198 0 3031166 102139 None BTDADIV180 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M 40 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7912.79 7912.79 413.31 False None None False None False 3270435.2349 0 3031167 102139 None BTDADIV181 Additionalities for Form Work and Centring, & Scaffolding charges for Columns & Piers Cum 791.28 791.28 413.31 False None None False None False 327043.9368 0 3031168 102139 None BTDADIV182 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M 40 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8120.45 8120.45 132.07 False None None False None False 1072467.8315 0 3031169 102139 None BTDADIV183 Additionalities for Form Work and Centring, & Scaffolding charges for T-Beam and Slab beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation Cum 1916.07 1916.07 132.07 False None None False None False 253055.3649 0 3031170 102139 None BTDADIV184 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M45 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7353.68 7353.68 119.58 False None None False None False 879353.0544 0 3031171 102139 None BTDADIV185 Additionalities for Form Work and Centring, & Scaffolding charges for T-Beam and Slab beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation Cum 1735.14 1735.14 119.58 False None None False None False 207488.0412 0 3031172 102139 None BTDADIV186 Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Tonne 81021.86 81021.86 45.46 False None None False None False 3683253.7556 0 3031173 102139 None BTDADIV187 Supplying fitting & placing TMT Fe550 bar reinforcement to super-structure complete as per Specifications MORTH Specification No. 1600. Tonne 81216.53 81216.53 13.21 False None None False None False 1072870.3613 0 3031174 102139 None BTDADIV188 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Tonne 205470.58 205470.58 10.76 False None None False None False 2210863.4408 0 3031175 102139 None BTDADIV189 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. Tonne 380.07 380.07 2391.68 False None None False None False 909005.8176 0 3031176 102139 None BTDADIV190 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702 Cum 14468.41 14468.41 24.0 False None None False None False 347241.84 0 3031177 102139 None BTDADIV191 Crash Barrier for Bridges Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) m 4951.21 4951.21 80.0 False None None False None False 396096.8 0 3031178 102139 None BTDADIV192 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification MORTH Specification No. 2705 Nos 3015.84 3015.84 8.0 False None None False None False 24126.72 0 3031179 102139 None BTDADIV193 Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgf/sq.cm working pressure chemp plast / Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials,with 160mm outer dia m 1289.56 1289.56 160.0 False None None False None False 206329.6 0 3031180 102139 None BTDADIV194 Filling available excavated earth (excluding rock) in trenches,plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 210.12 210.12 747.22 False None None False None False 157005.8664 0 3031181 102139 None BTDADIV195 Compression Seal Joint Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. m 17659.35 17659.35 120.0 False None None False None False 2119122.0 0 3031182 102139 None BTDADIV196 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. m 232.78 232.78 24.0 False None None False None False 5586.72 0 3031183 102139 None BTDADIV197 Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight m 39.14 39.14 24.0 False None None False None False 939.36 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1710312908000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1710312908000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1710312908000 1 None None ELIGIBILITY Percentage (plus or minus) shall be quoted by the Tenderer for the said work. None 1710312953000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1710312961000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thirty-first day of march of Succeeding year (both days inclusive). None 1710312969000 0 None None ELIGIBILITY The Employer reserves the right to reject any or all tenders without assigning any reason None 1710312978000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing e-procurement portal None 1710312986000 0 None None ELIGIBILITY All items in the tender are including all lead and lifts, loading &unloading charges etc complete.,and as directed by the Engineer in charge of work None 1710312995000 0 None None ELIGIBILITY All items in the tender are including all lead and lifts, loading &unloading charges etc complete.,and as directed by the Engineer in charge of work None 1710313004000 0 None None ELIGIBILITY The tenderers are requested to abide instructions conditions contained in the Bid Documents and further orders thereon None 1710313019000 0 None None ELIGIBILITY The percentage quoted should be include cost of Royalty charges on constructive materials & other taxes as per the rates prevailing Government orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading with all leads and lifts, labour,hire charges of machinery & equipment etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer-in charge of work. None 1710313028000 0 None None ELIGIBILITY During the time of technical evaluation, if the employer finds that any certification/ information furnished is false, such bidders will be disqualified and barred from participation in the bid. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21 2021-22 2022-23 and 2023-24 Achieved in at least two financial years a Minimum financial turnover(in all classes of civil engineering construction works only) of Rs-14500.00 Lakhsusually not less than 2 times the estimated annual payments under this contract) Calculated as per Govt circular PWD.60.CRM.2021 Dated.08/11/2021) and updated to the financial year in which the tenders are invited. Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the Financial year in which the tenders are invitedAudited profit and loss statement certified by a practicing Chartered Accountant with UDIN number shall be submitted along with copies of IT returns filed for the two years indicated above shall be furnished. Charted Accountants certificate without UDIN Number will not be considered Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Satisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar work of value not less than Rs 3625.00 Lakhs Usually not less than 50% of the estimated value of the Contract) during last 5 years reckoned back from 2023-24. The cost will be updated to the present value by giving weightage of 10% each year, if the work is completed prior to the year 2023-24. The certificate should be obtained from the officer not below the rank of Executive Engineer of the concerned Division / Equivalent officer and countersigned by the Superintending Engineer of the concerned Circle / next higher officerSimilar work means Construction of Railway Over Bridge Minimum 30mtr span and Roads . Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one financial year, for the following minimum quantities of work(Usually 80)% of the peak annual rate of construction)The certificate should be obtained from the officer not below the rank of Executive Engineer of the concerned Division / Equivalent officer and countersigned by the Superintending Engineer of the concerned Circle / next higher officer1)GSB/WMM-12101.00 CUM2)BM/SDBC-3793.00 CUM3)Concrete (PCC/RCC)-4800.00 CUM54)Structural Steel-175.00 MT5)Reinforcement Steel/TMT Bars-319.00 MT Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None A copy of the valid Karnataka PWD Class-1 Registration Certificate. Others A copy of the valid Karnataka PWD Class-1 Registration Certificate. createdTs version createdDate modifiedDate documentName None None None None Others -- A copy of the valid Karnataka PWD Class-1 Registration Certificate. None None None None Copy of Valid Employees Provident Fund Registration Certificate Others Copy of Valid Employees Provident Fund Registration Certificate createdTs version createdDate modifiedDate documentName None None None None Others -- Copy of Valid Employees Provident Fund Registration Certificate None None None None Copy of Valid GST Registration Certificate Others Copy of Valid GST Registration Certificate createdTs version createdDate modifiedDate documentName None None None None Others -- Copy of Valid GST Registration Certificate None None None None Machineries requirement as per DTS Others Machineries requirement as per DTS createdTs version createdDate modifiedDate documentName None None None None Others -- Machineries requirement as per DTS None None None None liquid assets and/or availability of credit facilities of not less than Rs 906.00 Lakhs usually equivalent to the estimated cash flow for 3 months in the peak construction period ) (Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. and the line of letter credits letter issued by the Bank shall be got confirmed by the issuing banks, other wise, the bids may be disqualified. Others Line of credit createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid A copy of the valid Karnataka PWD Class-1 Registration Certificate. True Technical Bid EPF Registration Certificate True Technical Bid Work done certificate True Technical Bid Bidcapacity True Technical Bid GST Registration Certificate True Technical Bid line of credit True Technical Bid Machineries requirement as per DTS True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1721114858000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer Dn No2 BTDA BAGALKOT street None city BAGALKOT state Karnataka pin 587103
tenderRecallDTO	None