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noticeInvitingTenderDTO	createdTs 1708604813203 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 563000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 11-03-2024 16:00:00 tenderQueryClose 04-03-2024 11:00:00 technicalBidOpen 12-03-2024 16:30:00 publishedDate 28-02-2024 19:45:16 publishedByPost PWD_EE_DIV_RCR publishedByUser KPE15695 - K SHANKAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 29-02-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Chandrashekar TA 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 08532225778 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1708604813231 version 5 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT8732 title Construction of CC Road From 2nd Cross Road to Sugureshwar Temple Road in Deosugur Village. In Raichur taluka, Raichur District. Under 8443 Deposit Contribution (CSR ) Fund For The Year 2023-24. description Construction of CC Road From 2nd Cross Road to Sugureshwar Temple Road in Deosugur Village. In Raichur taluka, Raichur District. Under 8443 Deposit Contribution (CSR ) Fund For The Year 2023-24. category WORKS categoryText Works ecv 37517932.53 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1695 locationName PWD Division Office Raichuru provisionalAmount 44688000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/SDR/8443/CSR/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1708604813000 1 None None Roads Construction of CC Road From 2nd Cross Road to Sugureshwar Temple Road in Deosugur Village ( ROAD WORK ) 33704645.03 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2764671 88125 None Vol-1 1.14.1 P No 8 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 107.1 107.1 2454.62 False None None False None False 262889.802 0 2764672 88125 None Vol-1 2.1.3 P No 15 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. Cum 6288.45 6288.45 188.0 False None None False None False 1182228.6 0 2764673 88125 None Vol-1 2.2.1 P No 15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6601.35 6601.35 611.57 False None None False None False 4037187.6195 0 2764674 88125 None Corrgendum 3 Pg 02 Additionalities of Formwork, centring and scaffoldng For foundaton, sub structure of cross dranages of Cement Concrete Drains at 35% Cum 2310.0 2310.0 307.81 False None None False None False 711041.1 0 2764675 88125 None Corrgendum 3 Pg 02 Additionalities of Formwork, centring and scaffoldng For vertical walls at 10% Cum 660.45 660.45 303.76 False None None False None False 200618.292 0 2764676 88125 None Vol-1 2.11.h P No 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 82961.55 82961.55 44.47 False None None False None False 3689300.1285 0 2764677 88125 None Vol-3 3.6 P No 17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 3081.25 False None None False None False 1595009.0625 0 2764678 88125 None Vol-3 4.1.v P No 23 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. Cum 2611.35 2611.35 1505.63 False None None False None False 3931726.9005 0 2764679 88125 None Vol-3 4.17 P No 26 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 1462.5 False None None False None False 3929664.375 0 2764680 88125 None Vol-3 16.28 P No 149 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 7091.7 7091.7 1650.0 False None None False None False 11701305.0 0 2764681 88125 None Vol-2 9.25 P No 63 Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Sqm 840.0 840.0 1500.0 False None None False None False 1260000.0 0 2764682 88125 None Vol-3 8.15 P No 67 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 556.5 556.5 661.0 False None None False None False 367846.5 0 2764683 88125 None Vol-3 8.43 P No 74 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 383.25 383.25 890.0 False None None False None False 341092.5 0 2764684 88125 None V-3 4.19 P No 27 Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 Sqm 385.35 385.35 281.25 False None None False None False 108379.6875 0 2764685 88125 None Vol-3 8.10 P No 66 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 114.45 114.45 3210.62 False None None False None False 367455.459 0 2764686 88125 None Vol-3 8.54 P No 78 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 No 9450.0 9450.0 2.0 False None None False None False 18900.0 0 1708604813000 1 None None Roads Construction of CC Road From 2nd Cross Road to Sugureshwar Temple Road in Deosugur Village. Box Culvert 3 Vent (2.0X2.0) 3104963.39 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2764687 88126 None Vol-3 2.8.ii.A P No 10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means Cement Concrete Grade M-15 & M-20. Cum 754.95 754.95 52.86 False None None False None False 39906.657 0 2764688 88126 None Vol-1 1.14.1 P No 08 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m. Cum 107.1 107.1 71.08 False None None False None False 7612.668 0 2764689 88126 None Vol-1 2.4.1 P No 16 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates m Cum 6724.2 6724.2 17.2 False None None False None False 115656.24 0 2764690 88126 None Corrgendum 3 Pg 02 Additional Formwork, Shuttering, Centering for Box Culvert 20% Cum 1344.84 1344.84 17.2 False None None False None False 23131.248 0 2764691 88126 None Vol-1 2.2.3 P No 15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6652.8 6652.8 33.02 False None None False None False 219675.456 0 2764692 88126 None Corrgendum 3 Pg 02 Additional Formwork, Shuttering, Centering for Box Culvert 20% Cum 1330.56 1330.56 33.02 False None None False None False 43935.0912 0 2764693 88126 None Vol-1 2.5.2 P No 16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 61.36 False None None False None False 440880.804 0 2764694 88126 None Corrgendum 3 Pg 02 Additional Formwork, Shuttering, Centering for Box Culvert 20% Cum 1437.03 1437.03 61.36 False None None False None False 88176.1608 0 2764695 88126 None Vol-1 2.5.2 P No 16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 33.02 False None None False None False 237253.653 0 2764696 88126 None Corrgendum 3 Pg 02 Additional Formwork, Shuttering, Centering for Box Culvert 20% Cum 1437.03 1437.03 33.02 False None None False None False 47450.7306 0 2764697 88126 None Vol-1 2.11.c P No 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges t 90754.65 90754.65 6.13 False None None False None False 556326.0045 0 2764698 88126 None Vol-1 2.11.d P No 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges t 90990.9 90990.9 2.15 False None None False None False 195630.435 0 2764699 88126 None Vol-3 13.8 P No 121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 7151.55 7151.55 16.28 False None None False None False 116427.234 0 2764700 88126 None Vol-3 13.9 P No 122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Cum 12426.75 12426.75 32.55 False None None False None False 404490.7125 0 2764701 88126 None Vol-3 13.2 P No 121 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Cum 14669.55 14669.55 16.39 False None None False None False 240433.9245 0 2764702 88126 None Vol-3 12.3.A P No 117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material Cum 1226.4 1226.4 113.0 False None None False None False 138583.2 0 2764703 88126 None Vol-3 12.4 P No 117 Providing and laying of Filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 2810.85 2810.85 42.78 False None None False None False 120248.163 0 2764704 88126 None Vol-3 12.2 P No 117 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawingfoce. Complete as per drawing and Technical Specifications m 250.95 250.95 8.4 False None None False None False 2107.98 0 2764705 88126 None Vol-3 13.5 P No 121 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. m 2377.2 2377.2 28.2 False None None False None False 67037.04 0 1708604813000 1 None None Roads Pole Shifting Part A Material cost 231111.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2764706 88127 None 006 200105-RCC Pole-9.0M Long,145 kg WL Nos 7076.0 7076.0 15.0 False None None False None False 106140.0 0 2764707 88127 None 012 278811-11kv Danger board Nos 150.0 150.0 15.0 False None None False None False 2250.0 0 2764708 88127 None 013 27901205-11 kV Horizontal cross arm wit Nos 646.0 646.0 40.0 False None None False None False 25840.0 0 2764709 88127 None 015 279130-EG Stirrups (MS) Nos 276.0 276.0 15.0 False None None False None False 4140.0 0 2764710 88127 None 016 2811101-Guy with Complete set Set 1170.0 1170.0 8.0 False None None False None False 9360.0 0 2764711 88127 None 018 2811103-Earthing Materials Type for gr Nos 1729.0 1729.0 24.0 False None None False None False 41496.0 0 2764712 88127 None 021 281683-Spiral Earth Electrode Nos 239.0 239.0 15.0 False None None False None False 3585.0 0 2764713 88127 None 022 283005-11kV Pin Insulator (Shell onl Nos 83.0 83.0 80.0 False None None False None False 6640.0 0 2764714 88127 None 023 283040-DISC Insulators 45kN Nos 510.0 510.0 20.0 False None None False None False 10200.0 0 2764715 88127 None 024 283055-11kV Pin Insulator (G.I Pin o Nos 66.0 66.0 80.0 False None None False None False 5280.0 0 2764716 88127 None 025 284108-Rabbit ACSR Conductor Mtr 46.23 46.23 350.0 False None None False None False 16180.5 0 1708604813000 1 None None Roads Pole Shifting Part A Labour cost 254807.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2764717 88128 None 001 b) Erection of DP structure including fixing of braces insulators etc., as per the approved drawings and specifications (excluding the cost of excavation, backfilling and concreting) Nos 1403.0 1403.0 2.0 False None None False None False 2806.0 0 2764718 88128 None 002 b) Releasing of Erection of DP structure including fixing of braces insulators etc., as per the approved drawings and specifications (excluding the cost of excavation, backfilling and concreting) Nos 3218.0 3218.0 2.0 False None None False None False 6436.0 0 2764719 88128 None 003 Erection of pole 100 to 250 kVA with 9 mtrs. RCC pole Nos 5963.0 5963.0 3.0 False None None False None False 17889.0 0 2764720 88128 None 004 Releasing Of a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) Nos 239.4 239.4 32.0 False None None False None False 7660.8 0 2764721 88128 None 005 Releasing Of pole 100 to 250 kVA with 9 mtrs. RCC pole Nos 5366.7 5366.7 3.0 False None None False None False 16100.1 0 2764722 88128 None 006 Erection of pole Upto 63 kVA with 9 mtrs. RCC pole Nos 5725.0 5725.0 5.0 False None None False None False 28625.0 0 2764723 88128 None 007 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth Nos 1113.0 1113.0 15.0 False None None False None False 16695.0 0 2764724 88128 None 008 Ordinary soil Nos 629.0 629.0 15.0 False None None False None False 9435.0 0 2764725 88128 None 009 Releasing and releasing & Restringing/Tightening of loose spans b)Rabbit Nos 8.32 8.32 2550.0 False None None False None False 21216.0 0 2764726 88128 None 010 Releasing Of pole Upto 63 kVA with 9 mtrs. RCC pole Nos 5152.5 5152.5 5.0 False None None False None False 25762.5 0 2764727 88128 None 011 Releasing Of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth Nos 1001.7 1001.7 36.0 False None None False None False 36061.2 0 2764728 88128 None 012 Fixing Danger Board Nos 80.0 80.0 15.0 False None None False None False 1200.0 0 2764729 88128 None 013 Fixing of VShape/ Horizontal cross arm including single top support Braces and Insulators fixing. Nos 257.0 257.0 40.0 False None None False None False 10280.0 0 2764730 88128 None 014 Releasing Of Fixing of VShape/ Horizontal cross arm including single top support Braces and Insulators fixing. Nos 231.3 231.3 36.0 False None None False None False 8326.8 0 2764731 88128 None 015 Fixing of Earth Guard Stirrup Nos 160.0 160.0 15.0 False None None False None False 2400.0 0 2764732 88128 None 016 a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) Set 266.0 266.0 8.0 False None None False None False 2128.0 0 2764733 88128 None 017 Ordinary Soil Set 327.0 327.0 8.0 False None None False None False 2616.0 0 2764734 88128 None 018 Ordinary Soil Nos 759.0 759.0 24.0 False None None False None False 18216.0 0 2764735 88128 None 019 Providing GI Pipe Earthing for lightning arresters Transformer Neutral and Transformer Metal parts (Excluding digging of pits) Nos 190.0 190.0 24.0 False None None False None False 4560.0 0 2764736 88128 None 020 Releasing Of Ordinary Soil Nos 683.1 683.1 24.0 False None None False None False 16394.4 0 1708604813000 1 None None Roads Pole Shifting Part B Material cost 47215.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2764737 88129 None 028 200006-PSC Pole-9.0M Long,200 kg WL Nos 4199.0 4199.0 5.0 False None None False None False 20995.0 0 2764738 88129 None 031 27901204-4 pin cross arm with pole clam Nos 420.0 420.0 25.0 False None None False None False 10500.0 0 2764739 88129 None 033 2811101-Guy with Complete set Set 1170.0 1170.0 8.0 False None None False None False 9360.0 0 2764740 88129 None 035 283003-1.1kV Pin Insulator (Shell on Nos 31.0 31.0 80.0 False None None False None False 2480.0 0 2764741 88129 None 036 283053-1.1kV Pin Insulator (G.I Pin Nos 35.0 35.0 80.0 False None None False None False 2800.0 0 2764742 88129 None 037 283158-NO.8 Strain Insulator Nos 27.0 27.0 40.0 False None None False None False 1080.0 0 1708604813000 1 None None Roads Pole Shifting Part B Labour cost 175189.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2764743 88130 None 026 Releasing Of a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) Nos 239.4 239.4 15.0 False None None False None False 3591.0 0 2764744 88130 None 027 Releasing Of Releasing & Restringing/Tightening of loose spans a) Weasel/ Squirrel Nos 6.15 6.15 4872.0 False None None False None False 29962.8 0 2764745 88130 None 028 Hard latterite Soil Nos 1709.0 1709.0 48.0 False None None False None False 82032.0 0 2764746 88130 None 029 Ordinary Soil Nos 629.0 629.0 8.0 False None None False None False 5032.0 0 2764747 88130 None 030 Releasing Of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth Nos 1001.7 1001.7 40.0 False None None False None False 40068.0 0 2764748 88130 None 031 Fixing of 4 Pin cross arm with insulator and Braces fixing. Nos 160.0 160.0 25.0 False None None False None False 4000.0 0 2764749 88130 None 032 Releasing Of Fixing of 4 Pin cross arm with insulator and Braces fixing. Nos 144.0 144.0 40.0 False None None False None False 5760.0 0 2764750 88130 None 033 a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) Set 266.0 266.0 8.0 False None None False None False 2128.0 0 2764751 88130 None 034 Ordinary Soil Set 327.0 327.0 8.0 False None None False None False 2616.0 0 1708605362000 1 None None Roads Construction of CC Road From 2nd Cross Road to Sugureshwar Temple Road in Deosugur Village. In Raichur taluka, Raichur District. Under 8443 Deposit Contribution (CSR ) Fund For The Year 2023-24. 37517932.53 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2766127 88145 None Vol-3 2.8.ii.A P No 10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means Cement Concrete Grade M-15 & M-20. Cum 754.95 754.95 52.86 False None None False None False 39906.657 0 2766146 88145 None 006 200105-RCC Pole-9.0M Long,145 kg WL Nos 7076.0 7076.0 15.0 False None None False None False 106140.0 0 2766111 88145 None Vol-1 1.14.1 P No 8 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 107.1 107.1 2454.62 False None None False None False 262889.802 0 2766157 88145 None 001 b) Erection of DP structure including fixing of braces insulators etc., as per the approved drawings and specifications (excluding the cost of excavation, backfilling and concreting) Nos 1403.0 1403.0 2.0 False None None False None False 2806.0 0 2766177 88145 None 028 200006-PSC Pole-9.0M Long,200 kg WL Nos 4199.0 4199.0 5.0 False None None False None False 20995.0 0 2766183 88145 None 026 Releasing Of a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) Nos 239.4 239.4 15.0 False None None False None False 3591.0 0 2766158 88145 None 002 b) Releasing of Erection of DP structure including fixing of braces insulators etc., as per the approved drawings and specifications (excluding the cost of excavation, backfilling and concreting) Nos 3218.0 3218.0 2.0 False None None False None False 6436.0 0 2766112 88145 None Vol-1 2.1.3 P No 15 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. Cum 6288.45 6288.45 188.0 False None None False None False 1182228.6 0 2766128 88145 None Vol-1 1.14.1 P No 08 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m. Cum 107.1 107.1 71.08 False None None False None False 7612.668 0 2766178 88145 None 031 27901204-4 pin cross arm with pole clam Nos 420.0 420.0 25.0 False None None False None False 10500.0 0 2766147 88145 None 012 278811-11kv Danger board Nos 150.0 150.0 15.0 False None None False None False 2250.0 0 2766184 88145 None 027 Releasing Of Releasing & Restringing/Tightening of loose spans a) Weasel/ Squirrel Nos 6.15 6.15 4872.0 False None None False None False 29962.8 0 2766179 88145 None 033 2811101-Guy with Complete set Set 1170.0 1170.0 8.0 False None None False None False 9360.0 0 2766129 88145 None Vol-1 2.4.1 P No 16 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates m Cum 6724.2 6724.2 17.2 False None None False None False 115656.24 0 2766113 88145 None Vol-1 2.2.1 P No 15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6601.35 6601.35 611.57 False None None False None False 4037187.6195 0 2766185 88145 None 028 Hard latterite Soil Nos 1709.0 1709.0 48.0 False None None False None False 82032.0 0 2766159 88145 None 003 Erection of pole 100 to 250 kVA with 9 mtrs. RCC pole Nos 5963.0 5963.0 3.0 False None None False None False 17889.0 0 2766148 88145 None 013 27901205-11 kV Horizontal cross arm wit Nos 646.0 646.0 40.0 False None None False None False 25840.0 0 2766149 88145 None 015 279130-EG Stirrups (MS) Nos 276.0 276.0 15.0 False None None False None False 4140.0 0 2766160 88145 None 004 Releasing Of a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) Nos 239.4 239.4 32.0 False None None False None False 7660.8 0 2766130 88145 None Corrgendum 3 Pg 02 Additional Formwork, Shuttering, Centering for Box Culvert 20% Cum 1344.84 1344.84 17.2 False None None False None False 23131.248 0 2766114 88145 None Corrgendum 3 Pg 02 Additionalities of Formwork, centring and scaffoldng For foundaton, sub structure of cross dranages of Cement Concrete Drains at 35% Cum 2310.0 2310.0 307.81 False None None False None False 711041.1 0 2766180 88145 None 035 283003-1.1kV Pin Insulator (Shell on Nos 31.0 31.0 80.0 False None None False None False 2480.0 0 2766186 88145 None 029 Ordinary Soil Nos 629.0 629.0 8.0 False None None False None False 5032.0 0 2766115 88145 None Corrgendum 3 Pg 02 Additionalities of Formwork, centring and scaffoldng For vertical walls at 10% Cum 660.45 660.45 303.76 False None None False None False 200618.292 0 2766181 88145 None 036 283053-1.1kV Pin Insulator (G.I Pin Nos 35.0 35.0 80.0 False None None False None False 2800.0 0 2766131 88145 None Vol-1 2.2.3 P No 15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6652.8 6652.8 33.02 False None None False None False 219675.456 0 2766161 88145 None 005 Releasing Of pole 100 to 250 kVA with 9 mtrs. RCC pole Nos 5366.7 5366.7 3.0 False None None False None False 16100.1 0 2766150 88145 None 016 2811101-Guy with Complete set Set 1170.0 1170.0 8.0 False None None False None False 9360.0 0 2766187 88145 None 030 Releasing Of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth Nos 1001.7 1001.7 40.0 False None None False None False 40068.0 0 2766151 88145 None 018 2811103-Earthing Materials Type for gr Nos 1729.0 1729.0 24.0 False None None False None False 41496.0 0 2766182 88145 None 037 283158-NO.8 Strain Insulator Nos 27.0 27.0 40.0 False None None False None False 1080.0 0 2766132 88145 None Corrgendum 3 Pg 02 Additional Formwork, Shuttering, Centering for Box Culvert 20% Cum 1330.56 1330.56 33.02 False None None False None False 43935.0912 0 2766188 88145 None 031 Fixing of 4 Pin cross arm with insulator and Braces fixing. Nos 160.0 160.0 25.0 False None None False None False 4000.0 0 2766162 88145 None 006 Erection of pole Upto 63 kVA with 9 mtrs. RCC pole Nos 5725.0 5725.0 5.0 False None None False None False 28625.0 0 2766116 88145 None Vol-1 2.11.h P No 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 82961.55 82961.55 44.47 False None None False None False 3689300.1285 0 2766163 88145 None 007 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth Nos 1113.0 1113.0 15.0 False None None False None False 16695.0 0 2766189 88145 None 032 Releasing Of Fixing of 4 Pin cross arm with insulator and Braces fixing. Nos 144.0 144.0 40.0 False None None False None False 5760.0 0 2766117 88145 None Vol-3 3.6 P No 17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 3081.25 False None None False None False 1595009.0625 0 2766152 88145 None 021 281683-Spiral Earth Electrode Nos 239.0 239.0 15.0 False None None False None False 3585.0 0 2766133 88145 None Vol-1 2.5.2 P No 16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 61.36 False None None False None False 440880.804 0 2766118 88145 None Vol-3 4.1.v P No 23 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. Cum 2611.35 2611.35 1505.63 False None None False None False 3931726.9005 0 2766164 88145 None 008 Ordinary soil Nos 629.0 629.0 15.0 False None None False None False 9435.0 0 2766134 88145 None Corrgendum 3 Pg 02 Additional Formwork, Shuttering, Centering for Box Culvert 20% Cum 1437.03 1437.03 61.36 False None None False None False 88176.1608 0 2766190 88145 None 033 a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) Set 266.0 266.0 8.0 False None None False None False 2128.0 0 2766153 88145 None 022 283005-11kV Pin Insulator (Shell onl Nos 83.0 83.0 80.0 False None None False None False 6640.0 0 2766135 88145 None Vol-1 2.5.2 P No 16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 33.02 False None None False None False 237253.653 0 2766191 88145 None 034 Ordinary Soil Set 327.0 327.0 8.0 False None None False None False 2616.0 0 2766165 88145 None 009 Releasing and releasing & Restringing/Tightening of loose spans b)Rabbit Nos 8.32 8.32 2550.0 False None None False None False 21216.0 0 2766154 88145 None 023 283040-DISC Insulators 45kN Nos 510.0 510.0 20.0 False None None False None False 10200.0 0 2766119 88145 None Vol-3 4.17 P No 26 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 1462.5 False None None False None False 3929664.375 0 2766120 88145 None Vol-3 16.28 P No 149 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 7091.7 7091.7 1650.0 False None None False None False 11701305.0 0 2766155 88145 None 024 283055-11kV Pin Insulator (G.I Pin o Nos 66.0 66.0 80.0 False None None False None False 5280.0 0 2766136 88145 None Corrgendum 3 Pg 02 Additional Formwork, Shuttering, Centering for Box Culvert 20% Cum 1437.03 1437.03 33.02 False None None False None False 47450.7306 0 2766166 88145 None 010 Releasing Of pole Upto 63 kVA with 9 mtrs. RCC pole Nos 5152.5 5152.5 5.0 False None None False None False 25762.5 0 2766167 88145 None 011 Releasing Of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth Nos 1001.7 1001.7 36.0 False None None False None False 36061.2 0 2766137 88145 None Vol-1 2.11.c P No 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges t 90754.65 90754.65 6.13 False None None False None False 556326.0045 0 2766156 88145 None 025 284108-Rabbit ACSR Conductor Mtr 46.23 46.23 350.0 False None None False None False 16180.5 0 2766121 88145 None Vol-2 9.25 P No 63 Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Sqm 840.0 840.0 1500.0 False None None False None False 1260000.0 0 2766168 88145 None 012 Fixing Danger Board Nos 80.0 80.0 15.0 False None None False None False 1200.0 0 2766122 88145 None Vol-3 8.15 P No 67 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 556.5 556.5 661.0 False None None False None False 367846.5 0 2766138 88145 None Vol-1 2.11.d P No 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges t 90990.9 90990.9 2.15 False None None False None False 195630.435 0 2766139 88145 None Vol-3 13.8 P No 121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 7151.55 7151.55 16.28 False None None False None False 116427.234 0 2766123 88145 None Vol-3 8.43 P No 74 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 383.25 383.25 890.0 False None None False None False 341092.5 0 2766169 88145 None 013 Fixing of VShape/ Horizontal cross arm including single top support Braces and Insulators fixing. Nos 257.0 257.0 40.0 False None None False None False 10280.0 0 2766124 88145 None V-3 4.19 P No 27 Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 Sqm 385.35 385.35 281.25 False None None False None False 108379.6875 0 2766170 88145 None 014 Releasing Of Fixing of VShape/ Horizontal cross arm including single top support Braces and Insulators fixing. Nos 231.3 231.3 36.0 False None None False None False 8326.8 0 2766140 88145 None Vol-3 13.9 P No 122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Cum 12426.75 12426.75 32.55 False None None False None False 404490.7125 0 2766171 88145 None 015 Fixing of Earth Guard Stirrup Nos 160.0 160.0 15.0 False None None False None False 2400.0 0 2766125 88145 None Vol-3 8.10 P No 66 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 114.45 114.45 3210.62 False None None False None False 367455.459 0 2766141 88145 None Vol-3 13.2 P No 121 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Cum 14669.55 14669.55 16.39 False None None False None False 240433.9245 0 2766126 88145 None Vol-3 8.54 P No 78 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 No 9450.0 9450.0 2.0 False None None False None False 18900.0 0 2766142 88145 None Vol-3 12.3.A P No 117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material Cum 1226.4 1226.4 113.0 False None None False None False 138583.2 0 2766172 88145 None 016 a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) Set 266.0 266.0 8.0 False None None False None False 2128.0 0 2766143 88145 None Vol-3 12.4 P No 117 Providing and laying of Filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 2810.85 2810.85 42.78 False None None False None False 120248.163 0 2766173 88145 None 017 Ordinary Soil Set 327.0 327.0 8.0 False None None False None False 2616.0 0 2766144 88145 None Vol-3 12.2 P No 117 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawingfoce. Complete as per drawing and Technical Specifications m 250.95 250.95 8.4 False None None False None False 2107.98 0 2766174 88145 None 018 Ordinary Soil Nos 759.0 759.0 24.0 False None None False None False 18216.0 0 2766145 88145 None Vol-3 13.5 P No 121 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. m 2377.2 2377.2 28.2 False None None False None False 67037.04 0 2766175 88145 None 019 Providing GI Pipe Earthing for lightning arresters Transformer Neutral and Transformer Metal parts (Excluding digging of pits) Nos 190.0 190.0 24.0 False None None False None False 4560.0 0 2766176 88145 None 020 Releasing Of Ordinary Soil Nos 683.1 683.1 24.0 False None None False None False 16394.4 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1708604814000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1708604814000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1708604814000 1 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of kppp portal due to internet connectivity issues and technical glitches at bidders end. None 1708604936000 0 None None ELIGIBILITY As per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. None 1708604950000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders. None 1708604963000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1708604976000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer) and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification. None 1708604987000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1708604999000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1708605015000 0 None None ELIGIBILITY Bidders are advised to note that, 18% GST will be added to the contract amount. None 1708605026000 0 None None ELIGIBILITY The Increse in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1708605036000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected. None 1708605049000 0 None None ELIGIBILITY If the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause. None 1708605062000 1 None None ELIGIBILITY The work should be completed in11 (Eleven) Months ( including monsoon) None 1708605076000 0 None None ELIGIBILITY The KPWD Code, KTTP Act/Rules ,Delegation of Powers and other Government Orders issued by the Government from time to time will apply. None 1708605089000 0 None None ELIGIBILITY All the specifications in the commercial bid format please be read as with all leads and lifts etc., complete as per specification and as directed by the engineer-in-charge. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None 3.2. To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-19 to 2022-23) , (b) Satisfactory completion as a prime contractor for at least one similar nature of work ie CC Road to an extent of 50% of the cost of the work. Rs. 187.59 Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.2. To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-18 to 2022-23) (c) Executed in any one year (for a continuous period of 12 months), the minimum quantities of work: (usually 80% of annual rate or requirement) (a) Earthwork excavation /Subgrade/Embankment : 4486.00 cum (b) Cement Concrete ( PCC/RCC ) : 2076.00 Cum (c) Reinforcement steel : 42.00 Ton (d) GSB : 1239.00 Cum (e) WMM / WBM : 1170.00 Cum. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Quantitywise workdone certificate None None None None 3.3 Each tenderer should further demonstrate: (a) availability by owning at least 50% of the required / specified key and critical equipment for this work and the remaining 50% can be deployed on lease / hire basis for all works provided, the relevant documents (commitment agreements etc.) for availability for this work are furnished. (I) CC Mixer with Self loader : 2 Nos. (1 No. own and 1 No. Lease/hire). (II) Tippers : 4 Nos.(2 Nos. own and 2 Nos. Lease/hire). (III) Water tankers : 4 Nos.(2 Nos. own and 2 Nos. Lease/hire). (IV) Vibrator Roller : (1 No. own and 1 No. Lease/hire). (V) Excavators : (1 No. own and 1 No. Lease/hire). (VI) Pin Vibrator : 4 Nos. (2 Nos. own and 2 Nos. Lease/hire). (VII) Plate Vibrators : 4 Nos. (2 Nos. own and 2 Nos. Lease/hire). (VIII) Grader : 1 No. Lease / Hire. (IX) Centring materials : Centring materials :- 2000.00 Sqm (1000 Sqm Own and 1000 Sqm Hire/Lease). Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Machinaries documents None None None None 3.2 (a) To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-19 to 2022-23) (a) Achieved in at least two financial years a minimum financial turnover (In all classes of Civil Engineering Construction works only) (not less than 2 times the estimated annual payment under this contract) of Rs 750.36 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None 3.3 (b). Liquid assets and or availability of credit facilities of not less than Rs. 102.32 Lakhs. (Credit lines / Letter of credit / Certificates from Banks) for meeting the fund requirement etc. (usually the equivalent of the estimate cash flow for three months in peak construction period. ( NEW FORMAT ENCLOSED AS PER GOVT CIRCULAR NO.FDCAM/16/2022(K-2) DATED:-22-08-2022. Financial Status Bankers certificate / Line of credit createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None List of Financial Resources with Certificates Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None List of existing commitments and ongoing works Others existing commitments and ongoing works createdTs version createdDate modifiedDate documentName None None None None Others -- existing commitments and ongoing works None None None None List of works for which tenders already submitted Others List of works for which tenders already submitted createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted None None None None Banker Details for reference Others Banker Details for reference createdTs version createdDate modifiedDate documentName None None None None Others -- Banker Details for reference None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded Others key technical and management personnel createdTs version createdDate modifiedDate documentName None None None None Others -- key technical and management personnel
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid PWD Registration Certificate True Technical Bid Similar Nature of single work done Certificate True Technical Bid Qty wise work done Certificate True Technical Bid Line of credit / Bankers certificate True Technical Bid Machinaries documents True Technical Bid Any other relevant documents. True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Raichuru Raichuru Raichur RAICHUR RAICHUR None None None None None None Roads Raichuru Raichuru Raichur RAICHUR RAICHUR None None None None None None Roads Raichuru Raichuru Raichur RAICHUR RAICHUR None None None None None None
tenderAddress	createdTs 1708669369000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer, PWD Division Raichur street None city RAICHUR state Karnataka pin 584101
tenderRecallDTO	None