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noticeInvitingTenderDTO	createdTs 1724394350244 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 411500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 02-09-2024 16:00:00 tenderQueryClose 02-09-2024 11:00:00 technicalBidOpen 03-09-2024 16:00:01 publishedDate 23-08-2024 17:45:39 publishedByPost RDPR_EE_DIV_KLB publishedByUser KPE14101 - SATEESH GUDIGENAVAR bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate 02-09-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Sateesh Gudigenavar 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 None mobileNumber 8472278617 tenderSupplierList None
tenderSchedule	createdTs 1724394350247 version 21 createdDate None modifiedDate None tenderNumber RDPR/2024-25/RD/WORK_INDENT6029/CALL-2 title Construction of C.C Road and drain at Gadikeshwar, Bhutpur, Chintapalli, Raikod, Kupnoor, Bhantnalli, Penchapalli, Gargpalli, Pardar Motakpalli, Bhaktampalli, Ramteerth, Bedagapalli, Karchkhed, Burugpalli, Chitrasal, Iragapalli, Ganapur villages in CHincholi Taluka under KKRDB MICRO for the year 2023-24 description Construction of C.C Road and drain at Gadikeshwar, Bhutpur, Chintapalli, Raikod, Kupnoor, Bhantnalli, Penchapalli, Gargpalli, Pardar Motakpalli, Bhaktampalli, Ramteerth, Bedagapalli, Karchkhed, Burugpalli, Chitrasal, Iragapalli, Ganapur villages in CHincholi Taluka under KKRDB MICRO for the year 2023-24. category WORKS categoryText Works ecv 27429957.73 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 936 locationName RDPR Division Office Kalaburgi provisionalAmount 32500000.0 groupOverheadTotal 0.0 fileNumber AEE/PRE/SD/CNCH/2023-24/KKRDB/MICRO/PACKAGe
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1724394350000 1 None None Roads Construction of C.C Road and drain at Gadikeshwar 2111019.91 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842359 146636 None 001 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 124.2 False None None False None False 13693.05 0 3842360 146636 None 002 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 124.2 False None None False None False 61814.34 0 3842361 146636 None 003 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 rollerto achieve the desired density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2686.95 2686.95 82.8 False None None False None False 222479.46 0 3842362 146636 None 004 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 173.4 False None None False None False 1160514.18 0 3842363 146636 None 005 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 167.06 False None None False None False 17892.126 0 3842364 146636 None 006 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 16.71 False None None False None False 99377.712 0 3842365 146636 None 007 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6601.35 6601.35 42.1 False None None False None False 277916.835 0 3842366 146636 None 008 Centering for drain with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2310.47 2310.47 42.1 False None None False None False 97270.787 0 3842367 146636 None 009 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work MT 77398.65 77398.65 1.65 False None None False None False 127707.7725 0 3842368 146636 None 010 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 3.0 False None None False None False 32353.65 0 1724394350000 1 None None Roads Construction of C.C Road and drain at Bhutpur 1262800.62 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842369 146637 None 001 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 140.88 False None None False None False 15532.02 0 3842370 146637 None 002 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 140.88 False None None False None False 70115.976 0 3842371 146637 None 003 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 rollerto achieve the desired density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2686.95 2686.95 83.18 False None None False None False 223500.501 0 3842372 146637 None 004 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 140.88 False None None False None False 942867.576 0 3842373 146637 None 005 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 1.0 False None None False None False 10784.55 0 1724394350000 1 None None Roads Construction of C.C Road and drain at Chintapalli 1676779.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842374 146638 None 001 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 79.8 False None None False None False 8797.95 0 3842375 146638 None 002 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 79.8 False None None False None False 39716.46 0 3842376 146638 None 003 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 rollerto achieve the desired density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2686.95 2686.95 53.2 False None None False None False 142945.74 0 3842377 146638 None 004 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 96.0 False None None False None False 642499.2 0 3842378 146638 None 005 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 1.0 False None None False None False 10784.55 0 3842379 146638 None 006 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 54.45 False None None False None False 5831.595 0 3842380 146638 None 007 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 7.3 False None None False None False 43414.56 0 3842381 146638 None 008 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work. Cum 5891.55 5891.55 21.02 False None None False None False 123840.381 0 3842382 146638 None 009 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6708.45 6708.45 11.83 False None None False None False 79360.9635 0 3842383 146638 None 010 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 M20 Design Mix Using 20 mm nominal size graded coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 7624.5 7624.5 9.92 False None None False None False 75635.04 0 3842384 146638 None 011 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 M20 Design Mix Using 20 mm nominal size graded coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 8287.5 8287.5 7.51 False None None False None False 62239.125 0 3842385 146638 None 012 Providing RCC steel Fe 500 for RCC work with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Quintal 6317.85 6317.85 5.9 False None None False None False 37275.315 0 3842386 146638 None 013 Providing Brick work with common burnt clay Non Modular bricks ofclass designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 9094.05 9094.05 21.58 False None None False None False 196249.599 0 3842387 146638 None 014 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 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6527.85 6527.85 4.96 False None None False None False 32378.136 0 3842388 146638 None 015 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Sqm 389.55 389.55 264.6 False None None False None False 103074.93 0 3842389 146638 None 016 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Sqm 143.85 143.85 264.0 False None None False None False 37976.4 0 3842390 146638 None 017 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Sqm 8689.8 8689.8 4.0 False None None False None False 34759.2 0 1724394350000 0 None None Roads Construction of C.C Road and drain at Raikod 2113996.02 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842391 146639 None 001 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 136.8 False None None False None False 15082.2 0 3842392 146639 None 002 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 136.8 False None None False None False 68085.36 0 3842393 146639 None 003 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 rollerto achieve the desired density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2686.95 2686.95 95.2 False None None False None False 255797.64 0 3842394 146639 None 004 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 136.8 False None None False None False 915561.36 0 3842395 146639 None 005 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 182.82 False None None False None False 19580.022 0 3842396 146639 None 006 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 18.28 False None None False None False 108714.816 0 3842397 146639 None 007 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 9282.0 9282.0 49.07 False None None False None False 455467.74 0 3842398 146639 None 008 Providing centering for drain with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2310.47 2310.47 49.07 False None None False None False 113374.7629 0 3842399 146639 None 009 Providing steel FE 500 for RCC work with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work MT 77398.65 77398.65 1.54 False None None False None False 119193.921 0 3842400 146639 None 010 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 4.0 False None None False None False 43138.2 0 1724394350000 0 None None Roads Construction of C.C Road and drain at Kupnoor 1692407.52 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842401 146640 None 001 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 118.0 False None None False None False 13009.5 0 3842402 146640 None 002 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 182.0 False None None False None False 90581.4 0 3842403 146640 None 003 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 rollerto achieve the desired density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2686.95 2686.95 59.4 False None None False None False 159604.83 0 3842404 146640 None 004 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 118.8 False None None False None False 795092.76 0 3842405 146640 None 005 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 147.42 False None None False None False 15788.682 0 3842406 146640 None 006 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 specificationswith all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 13.65 False None None False None False 81179.28 0 3842407 146640 None 007 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6601.35 6601.35 38.22 False None None False None False 252303.597 0 3842408 146640 None 008 Centering for drain with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2310.47 2310.47 38.22 False None None False None False 88306.1634 0 3842409 146640 None 009 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work MT 77398.65 77398.65 2.4 False None None False None False 185756.76 0 3842410 146640 None 010 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 1.0 False None None False None False 10784.55 0 1724394350000 0 None None Roads Construction of C.C Road and drain at Bhantnalli 1265589.76 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842411 146641 None 001 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 105.3 False None None False None False 11609.325 0 3842412 146641 None 002 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 161.46 False None None False None False 80358.642 0 3842413 146641 None 003 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 rollerto achieve the desired density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2686.95 2686.95 70.2 False None None False None False 188623.89 0 3842414 146641 None 004 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 105.3 False None None False None False 704741.31 0 3842415 146641 None 005 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 62.37 False None None False None False 6679.827 0 3842416 146641 None 006 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 specificationswith all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 5.78 False None None False None False 34374.816 0 3842417 146641 None 007 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6601.35 6601.35 16.17 False None None False None False 106743.8295 0 3842418 146641 None 008 Centering for drain with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2310.47 2310.47 16.17 False None None False None False 37360.2999 0 3842419 146641 None 009 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work MT 77398.65 77398.65 0.95 False None None False None False 73528.7175 0 3842420 146641 None 010 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 2.0 False None None False None False 21569.1 0 1724394350000 1 None None Roads Construction of C.C Road and drain at Penchapalli 2964836.91 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842421 146642 None 001 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 139.32 False None None False None False 15360.03 0 3842422 146642 None 002 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 278.64 False None None False None False 138679.128 0 3842423 146642 None 003 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 rollerto achieve the desired density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2686.95 2686.95 69.66 False None None False None False 187172.937 0 3842424 146642 None 005 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 139.32 False None None False None False 932426.964 0 3842425 146642 None 006 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 344.25 False None None False None False 37953.5625 0 3842426 146642 None 007 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 344.25 False None None False None False 171333.225 0 3842427 146642 None 008 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 rollerto achieve the desired density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2686.95 2686.95 114.75 False None None False None False 308327.5125 0 3842428 146642 None 009 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 172.13 False None None False None False 1152014.451 0 3842429 146642 None 010 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 2.0 False None None False None False 21569.1 0 1724394350000 0 None None Roads Construction of C.C Road and drain at Gargpalli 3389529.61 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842430 146643 None 001 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 53.94 False None None False None False 5946.885 0 3842431 146643 None 002 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 53.94 False None None False None False 26845.938 0 3842432 146643 None 003 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 rollerto achieve the desired density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2686.95 2686.95 35.96 False None None False None False 96622.722 0 3842433 146643 None 004 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 185.94 False None None False None False 1244440.638 0 3842434 146643 None 005 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 327.98 False None None False None False 35126.658 0 3842435 146643 None 006 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 21.39 False None None False None False 127210.608 0 3842436 146643 None 007 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6601.35 6601.35 70.31 False None None False None False 464140.9185 0 3842437 146643 None 008 Centering for drain with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2310.47 2310.47 70.31 False None None False None False 162449.1457 0 3842438 146643 None 009 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work MT 77398.65 77398.65 2.76 False None None False None False 213620.274 0 3842439 146643 None 010 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 24.48 False None None False None False 2621.808 0 3842440 146643 None 011 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.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 4.92 False None None False None False 29260.224 0 3842441 146643 None 012 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6724.2 6724.2 28.03 False None None False None False 188479.326 0 3842442 146643 None 013 Providing centering charges with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Sqm 642.42 642.42 28.03 False None None False None False 18007.0326 0 3842443 146643 None 014 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work MT 77398.65 77398.65 1.32 False None None False None False 102166.218 0 3842444 146643 None 015 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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 walls and parapets Clause 1101.6. 1000mm dia with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Rmtr 8355.9 8355.9 15.0 False None None False None False 125338.5 0 3842445 146643 None 016 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 84.68 False None None False None False 42145.236 0 3842446 146643 None 017 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2007.6 2007.6 15.12 False None None False None False 30354.912 0 3842447 146643 None 018 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 18.72 False None None False None False 2004.912 0 3842448 146643 None 019 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.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 3.96 False None None False None False 23550.912 0 3842449 146643 None 020 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6724.2 6724.2 19.46 False None None False None False 130852.932 0 3842450 146643 None 021 Providing centering charges with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Sqm 642.42 642.42 19.46 False None None False None False 12501.4932 0 3842451 146643 None 022 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work MT 77398.65 77398.65 0.92 False None None False None False 71206.758 0 3842452 146643 None 023 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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 walls and parapets Clause 1101.6. 1000mm dia with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Rmtr 8355.9 8355.9 20.0 False None None False None False 167118.0 0 3842453 146643 None 024 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 53.0 False None None False None False 26378.1 0 3842454 146643 None 025 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2007.6 2007.6 15.12 False None None False None False 30354.912 0 3842455 146643 None 026 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 1.0 False None None False None False 10784.55 0 1724394350000 0 None None Roads Construction of C.C Road and drain at Pardar Motakpalli 815107.38 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842456 146644 None 001 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 64.2 False None None False None False 7078.05 0 3842457 146644 None 002 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 64.2 False None None False None False 31952.34 0 3842458 146644 None 003 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 rollerto achieve the desired density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2686.95 2686.95 32.1 False None None False None False 86251.095 0 3842459 146644 None 004 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 101.46 False None None False None False 679041.342 0 3842460 146644 None 005 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 1.0 False None None False None False 10784.55 0 1724394350000 1 None None Roads Construction of C.C Road and drain at Bhaktampalli 2960437.38 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842461 146645 None 001 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 297.79 False None None False None False 31893.309 0 3842462 146645 None 002 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 30.32 False None None False None False 180319.104 0 3842463 146645 None 003 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6601.35 6601.35 85.81 False None None False None False 566461.8435 0 3842464 146645 None 004 Centering for drain with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2310.47 2310.47 85.81 False None None False None False 198261.4307 0 3842465 146645 None 005 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work MT 77398.65 77398.65 2.15 False None None False None False 166407.0975 0 3842466 146645 None 006 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 24.48 False None None False None False 2621.808 0 3842467 146645 None 007 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.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 4.92 False None None False None False 29260.224 0 3842468 146645 None 008 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6724.2 6724.2 29.62 False None None False None False 199170.804 0 3842469 146645 None 009 Providing centering charges with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Sqm 642.42 642.42 29.62 False None None False None False 19028.4804 0 3842470 146645 None 010 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work MT 77398.65 77398.65 1.4 False None None False None False 108358.11 0 3842471 146645 None 011 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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 walls and parapets Clause 1101.6. 1000mm dia with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Rmtr 8355.9 8355.9 15.0 False None None False None False 125338.5 0 3842472 146645 None 012 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 84.68 False None None False None False 42145.236 0 3842473 146645 None 013 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2007.6 2007.6 15.12 False None None False None False 30354.912 0 3842474 146645 None 014 Surface Drains in Soil Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Mtr 26.25 26.25 2450.0 False None None False None False 64312.5 0 3842475 146645 None 015 Compacting original ground supporting embankment 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 5160.0 False None None False None False 568890.0 0 3842476 146645 None 016 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 1239.36 False None None False None False 616829.472 0 3842477 146645 None 017 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 1.0 False None None False None False 10784.55 0 1724394350000 0 None None Roads Construction of C.C Road and drain at Ramteerth 832032.54 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842478 146646 None 001 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 21.6 False None None False None False 2381.4 0 3842479 146646 None 002 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 21.6 False None None False None False 10750.32 0 3842480 146646 None 003 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 rollerto achieve the desired density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2686.95 2686.95 10.8 False None None False None False 29019.06 0 3842481 146646 None 004 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 116.41 False None None False None False 779097.207 0 3842482 146646 None 005 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 1.0 False None None False None False 10784.55 0 1724394351000 1 None None Roads Construction of C.C Road and drain at Bedagapalli 1270926.26 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842483 146647 None 001 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 119.91 False None None False None False 13220.0775 0 3842484 146647 None 002 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 119.91 False None None False None False 59679.207 0 3842485 146647 None 003 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 rollerto achieve the desired density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2686.95 2686.95 79.94 False None None False None False 214794.783 0 3842486 146647 None 004 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 119.91 False None None False None False 802521.657 0 3842487 146647 None 005 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 46.98 False None None False None False 5031.558 0 3842488 146647 None 006 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 3.91 False None None False None False 23253.552 0 3842489 146647 None 007 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6601.35 6601.35 10.96 False None None False None False 72350.796 0 3842490 146647 None 008 Providing centering charges with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2301.47 2301.47 10.96 False None None False None False 25224.1112 0 3842491 146647 None 009 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work MT 77398.65 77398.65 0.43 False None None False None False 33281.4195 0 3842492 146647 None 010 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 2.0 False None None False None False 21569.1 0 1724394351000 0 None None Roads Construction of C.C Road and drain at Karchkhed 1269421.69 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842493 146648 None 001 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 71.18 False None None False None False 7847.595 0 3842494 146648 None 002 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 71.18 False None None False None False 35426.286 0 3842495 146648 None 003 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 rollerto achieve the desired density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2686.95 2686.95 47.45 False None None False None False 127495.7775 0 3842496 146648 None 004 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 98.55 False None None False None False 659565.585 0 3842497 146648 None 005 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 112.5 False None None False None False 12048.75 0 3842498 146648 None 006 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 11.25 False None None False None False 66906.0 0 3842499 146648 None 007 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6601.35 6601.35 28.35 False None None False None False 187148.2725 0 3842500 146648 None 008 Centering for drain with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2310.47 2310.47 28.35 False None None False None False 65501.8245 0 3842501 146648 None 009 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work MT 77398.65 77398.65 1.11 False None None False None False 85912.5015 0 3842502 146648 None 007 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 2.0 False None None False None False 21569.1 0 1724394351000 1 None None Roads Construction of C.C Road and drain at Burugpalli 845765.24 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842503 146649 None 001 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 196.2 False None None False None False 21013.02 0 3842504 146649 None 002 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 12.78 False None None False None False 76005.216 0 3842505 146649 None 003 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6601.35 6601.35 60.84 False None None False None False 401626.134 0 3842506 146649 None 004 Centering for drain with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2310.47 2310.47 60.84 False None None False None False 140568.9948 0 3842507 146649 None 005 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work MT 77398.65 77398.65 2.39 False None None False None False 184982.7735 0 3842508 146649 None 006 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 2.0 False None None False None False 21569.1 0 1724394351000 1 None None Roads Construction of C.C Road and drain at Chitrasal 847327.23 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842509 146650 None 001 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 18.07 False None None False None False 1992.2175 0 3842510 146650 None 002 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 18.07 False None None False None False 8993.439 0 3842511 146650 None 003 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 rollerto achieve the desired density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2686.95 2686.95 12.05 False None None False None False 32377.7475 0 3842512 146650 None 004 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 18.07 False None None False None False 120937.089 0 3842513 146650 None 005 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 220.5 False None None False None False 23615.55 0 3842514 146650 None 006 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 13.62 False None None False None False 81000.864 0 3842515 146650 None 007 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6601.35 6601.35 46.59 False None None False None False 307556.8965 0 3842516 146650 None 008 Centering for drain with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2310.47 2310.47 46.59 False None None False None False 107644.7973 0 3842517 146650 None 009 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work MT 77398.65 77398.65 1.83 False None None False None False 141639.5295 0 3842518 146650 None 007 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 2.0 False None None False None False 21569.1 0 1724394351000 1 None None Roads Construction of C.C Road and drain at Iragapalli 845047.29 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842519 146651 None 001 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 66.05 False None None False None False 7282.0125 0 3842520 146651 None 002 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 66.05 False None None False None False 32873.085 0 3842521 146651 None 003 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 rollerto achieve the desired density.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2686.95 2686.95 44.04 False None None False None False 118333.278 0 3842522 146651 None 004 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 66.05 False None None False None False 442052.835 0 3842523 146651 None 005 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 63.0 False None None False None False 6747.3 0 3842524 146651 None 006 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 6.3 False None None False None False 37467.36 0 3842525 146651 None 007 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6601.35 6601.35 15.88 False None None False None False 104829.438 0 3842526 146651 None 008 Centering for drain with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2310.47 2310.47 15.88 False None None False None False 36690.2636 0 3842527 146651 None 009 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work MT 77398.65 77398.65 0.62 False None None False None False 47987.163 0 3842528 146651 None 010 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 1.0 False None None False None False 10784.55 0 1724394351000 1 None None Roads Construction of C.C Road and drain at Ganapur 1266933.23 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3842529 146652 None 001 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 M20 (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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 137.25 False None None False None False 918573.075 0 3842530 146652 None 002 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 99.63 False None None False None False 10670.373 0 3842531 146652 None 003 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 8.3 False None None False None False 49361.76 0 3842532 146652 None 004 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6601.35 6601.35 23.24 False None None False None False 153415.374 0 3842533 146652 None 005 Centering for drain with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2310.47 2310.47 23.24 False None None False None False 53695.3228 0 3842534 146652 None 006 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work MT 77398.65 77398.65 0.91 False None None False None False 70432.7715 0 3842535 146652 None 007 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Each 10784.55 10784.55 1.0 False None None False None False 10784.55 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1724394350000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1724394350000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1724394350000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1724394350000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1724394350000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1724394350000 0 None None ELIGIBILITY Financial bids of the technically qualified bidders only will be opened None 1724394350000 0 None None ELIGIBILITY Right of acceptance or rejection of any or all tenders with or without any reasons is reserved with the undersigned or any concerned higher officers of the Department None 1724394350000 0 None None ELIGIBILITY Conditional tender will not be Considered None 1724394350000 0 None None ELIGIBILITY Tender processing amount will not be refundable None 1724394350000 0 None None ELIGIBILITY Contractors should have to upload the scan copy of all necessary qualification documents, and submit the original documents certificates while tender opening evaluation for verification None 1724394350000 0 None None ELIGIBILITY The Photos and Video graphs should be taken before commencement, during execution and after completion of the work in presence of nodal officers None 1724394350000 0 None None ELIGIBILITY The liquidated damage for whole of the works are Rs. 0.10 percent per day the maximum amount of liquidated damages for the whole of works is 10 percent of final contract price None 1724394350000 0 None None ELIGIBILITY The agency shall furnish affidavit stating that existing commitments furnished by him are true. If found falls action shall be taken as per law None 1724394350000 0 None None ELIGIBILITY The bidder shall bear all costs associated with the preparation and submission of each tender and the employer will in no case be responsible and liable for those costs. The department is not responsible for any delay in accessing e-procurement portal None 1724394350000 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 percent of the bill amount will be deducted towards Construction Labour Welfare fund None 1724394350000 0 None None ELIGIBILITY The Item Rates quoted shall include cost of Royalty charges on construction materials and other taxes as per the 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 all machineries and equipments and all incidental charges etc complete necessary for completion of work. All the Items shall be executed as directed by the Engineer-in-charge of the work None 1724394350000 0 None None ELIGIBILITY The field laboratory shall preferably locate, adjacent to the site with the required amenity as per the clause None 1724394350000 0 None None ELIGIBILITY Self declaration of machineries are not accepted None 1724394350000 0 None None ELIGIBILITY The work should be completed within the stipulated period from the date of agreement and The date of agreement itself is the date of commencement of the work None 1724394350000 0 None None ELIGIBILITY Third party inspection is mandatory for all the works in this programme None 1724394350000 0 None None ELIGIBILITY The Tenderer shall obtain the work done certificate in the prescribed form 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 whenever required None 1724394350000 0 None None ELIGIBILITY Executive Engineer has authority to accept or reject any tender without assigning reason None 1724394350000 0 None None ELIGIBILITY Tenderer must submit his present accurate postal address and phone / cell phone number None 1724394350000 0 None None ELIGIBILITY For interpretations of clauses, conditions, spelling mistakes, etc., decision of Executive Engineer, is final None 1724394350000 0 None None ELIGIBILITY The bidder must submit 5 years Profit and loss account obtained from Chartered Accountant (CA) Only. General Category Bidders must have annual contract turn over for 2 years not less than amount put to tender None 1724394350000 0 None None ELIGIBILITY The Furnished E.M.D. will be released only after successfully execution of the Tender Agreement by the successful Tenderer or bid validity days from the date of submission of Tender whichever is earlier None 1724394350000 0 None None ELIGIBILITY Before tendering for the works the tenderer may inspect the site personally None 1724394350000 0 None None ELIGIBILITY The successful tenderer shall maintain the work during the defect liability period of 12 months from the date of completion of the work None 1724394350000 0 None None ELIGIBILITY The Tenderer shall have valid KPWD license None 1724394350000 0 None None ELIGIBILITY Other details and instructions shall be seen and fallowed as per the bidding documents KW None 1724394350000 0 None None ELIGIBILITY The Road / Building constructed under this programme shall be of high standard, requiring no major repairs for 1 years, The contractor shall furnish performance guarantee for 1 years as per clause and the performance guarantee will be released only after 1 years after completion of work None 1724394350000 0 None None ELIGIBILITY If Unnecessary documents uploaded by the bidder then tender will be directly rejected and further correspondence will not be entertained declaration should be uploaded on bidders letter head duly signed None 1724394350000 0 None None ELIGIBILITY The work should be completed as per Detail Notification attached None 1724394350000 0 None None ELIGIBILITY The Bidder should not quote above amount put to tender None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None 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 Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None 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 None None None None None None List of Financial Resources with Certificates None None None None None None 3.To qualify for award of this contract, Each tenderer in his name should have in the last five year i.e, 2019-20 to 2023-24 Satisfactorily completed, as a prime contractor, for at least one similar work of value not less than Rs. 137.20 Lakhs attach certificate by not below rank of Executive Engineer with Indent No. from eProcurement Portal Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 4.To qualify for award of this contract, Each tenderer in his name should have in the last five year i.e, 2019-20 to 2023-24 Satisfactorily executed quantities of works in any one year for continues period of 12 months 80 percent of tendered Quantity 1.Earthwork Excavation 1619.00 Cum 2.Embankment 2660.00 Cum 3.WBM / WMM 633.00 4.CC/RCC 2158.00 Cum 5.Steel 22.65 MT Past Experience None createdTs version createdDate modifiedDate documentName None None None None Satisfactory Performance Certificate None None None None 1.The Tenderer shall have valid class -II KPWD Licence Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None 6.Bid Capacity on Letter of the contractor Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- 6.Bid Capacity on Letter of the contractor None None None None 7.Name of the Equipment Machineries All machinery Documents are RC Book will be verified from E Vahan website if not found valid then bid will be rejected Tenderer should further demonstrate Owned Machineries (1) Tippers 4 No Own- 2 No and own/Hire/Lease 2 No. (2) Vehicle mounted water tanker 2 No Own- 1 No and own/Hire/Lease 1 No. (3) Hydraulic Excavator 1 No own/Hire/Lease 1 No. (4) Self loading mobile concrete mixer by own 2 Own 1 No and own/Hire/Lease 1 No. (5) Vibratory Road Roller 1 No own/Hire/Lease 1 No. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Machineries None None None None 2.To qualify for award of this contract, Each tenderer in its name should have in the last five year i.e, 2019-20 to 2023-24 Achieved in at least Two financial years an average annual financial turnover not less than in all classes of civil engineering construction works only of Rs. 548.60 Lakhs. Attach certificated from C.A. on Letter Head. Two times amount put to tender. with UDIN No. otherwise bid will be directly disqualified Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None 5.Line of credit Rs. 137.20 Lakhs should be enclosed in prescribed format Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText 1.The Tenderer shall have valid class -II KPWD Licence True Technical Bid 2.To qualify for award of this contract, Each tenderer in its name should have in the last five year i.e, 2019-20 to 2023-24 Achieved in at least Two financial years an average annual financial turnover not less than in all classes of civil engineering construction works only of Rs. 548.60 Lakhs. Attach certificated from C.A. on Letter Head. Two times amount put to tender. with UDIN No. otherwise bid will be directly disqualified True Technical Bid 3.To qualify for award of this contract, Each tenderer in his name should have in the last five year i.e, 2019-20 to 2023-24 Satisfactorily completed, as a prime contractor, for at least one similar work of value not less than Rs. 137.20 Lakhs attach certificate by not below rank of Executive Engineer with Indent No. from eProcurement Portal True Technical Bid 4.To qualify for award of this contract, Each tenderer in his name should have in the last five year i.e, 2019-20 to 2023-24 Satisfactorily executed quantities of works in any one year for continues period of 12 months 80 percent of tendered Quantity 1.Earthwork Excavation 1619.00 Cum 2.Embankment 2660.00 Cum 3.WBM / WMM 633.00 4.CC/RCC 2158.00 Cum 5.Steel 22.65 MT True Technical Bid 5.Line of credit Rs. 137.20 Lakhs should be enclosed in prescribed format True Technical Bid 6.Bid Capacity on Letter of the contractor True Technical Bid 7.Equipment Machineries as per Bid Document True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1724396947000 version 0 createdDate None modifiedDate None blockNumber Office of the Executive Engineer PRE Divison Opp Karnataka Grameen Bank Kusnoor Road Kalaburagi street None city Kalaburagi state Karnataka pin 585105
tenderRecallDTO	None