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noticeInvitingTenderDTO	createdTs 1709830539903 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 41500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 19-03-2024 16:00:00 tenderQueryClose 19-03-2024 11:00:00 technicalBidOpen 20-03-2024 16:00:01 publishedDate 08-03-2024 13:42:33 publishedByPost RDPR_EE_DIV_KLB publishedByUser KPE14101 - SATEESH GUDIGENAVAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 18-03-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Sateesh Gudigenavar splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 8472278617 tenderSupplierList None
tenderSchedule	createdTs 1709830539948 version 4 createdDate None modifiedDate None tenderNumber RDPR/2023-24/RD/WORK_INDENT4369 title Construction of CC Road, Drain, CD, Bridge and Improvements of Roads at Motakpalli, Shakalaspalli, Ramji Naik Tanda, Bikya Naik Tanda, Kolkunda, Naduvin Tanda, Dodda Tanda, Tokrya Naik Tanda, Sonar Tanda, Nallagunta Tanda, Jakanpalli, NN Tanda, SN Tanda, Ramling Tanda, Raghapur, Handarki, Kodla, Benaknalli, Dugnoor, Nachwar, Udagi, Udagi Tanda, Hanganalli Kalkamba, Allolli, Sindhanmadu, Batgera(B), Batgera Gate, Ranjol and Chitkanpalli villages in Sedam Taluka under KKRDB for the year 2023-24. description Construction of CC Road, Drain, CD, Bridge and Improvements of Roads at Motakpalli, Shakalaspalli, Ramji Naik Tanda, Bikya Naik Tanda, Kolkunda, Naduvin Tanda, Dodda Tanda, Tokrya Naik Tanda, Sonar Tanda, Nallagunta Tanda, Jakanpalli, NN Tanda, SN Tanda, Ramling Tanda, Raghapur, Handarki, Kodla, Benaknalli, Dugnoor, Nachwar, Udagi, Udagi Tanda, Hanganalli Kalkamba, Allolli, Sindhanmadu, Batgera(B), Batgera Gate, Ranjol and Chitkanpalli villages in Sedam Taluka under KKRDB for the year 2023-24. category WORKS categoryText Works ecv 27677247.84 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 32900000.0 groupOverheadTotal None fileNumber AEE/PRE/SD/SDM/2023-24/KKRDB/SEDAM/PACKAGE/3
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709830540000 0 None None Roads Construction of CC Road and Drain at Motakpalli 837840.97 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968212 98202 None 001 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances 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 95.55 95.55 300.0 False None None False None False 28665.0 0 2968213 98202 None 002 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 45.0 False None None False None False 301171.5 0 2968214 98202 None 003 Providing Shahabad Stone Flooring set in CM 1:8 with cement pointing 1:3 proporation etc complete 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 914.55 914.55 6.0 False None None False None False 5487.3 0 2968215 98202 None 004 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances 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 313.95 313.95 113.4 False None None False None False 35601.93 0 2968216 98202 None 005 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 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 5947.2 5947.2 14.18 False None None False None False 84331.296 0 2968217 98202 None 006 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 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 6961.5 6961.5 29.3 False None None False None False 203971.95 0 2968218 98202 None 007 For 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 2436.53 2436.53 29.3 False None None False None False 71390.329 0 2968219 98202 None 008 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.s 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 82961.55 82961.55 1.17 False None None False None False 97065.0135 0 2968220 98202 None 009 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point: 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 1nos75x75x6 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 Nos 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road at Shakalaspalli 839584.27 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968221 98203 None 001 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances 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 95.55 95.55 320.0 False None None False None False 30576.0 0 2968222 98203 None 002 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 94.53 False None None False None False 632660.931 0 2968223 98203 None 003 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 46.53 False None None False None False 4641.3675 0 2968224 98203 None 004 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 46.53 False None None False None False 23157.981 0 2968225 98203 None 005 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 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 5947.2 5947.2 23.27 False None None False None False 138391.344 0 2968226 98203 None 006 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point: 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 1nos75x75x6 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 Nos 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road at Ramji Naik Tanda 838046.26 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968227 98204 None 001 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances 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 95.55 95.55 753.0 False None None False None False 71949.15 0 2968228 98204 None 002 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 6692.7 112.95 False None None False None False 755940.465 0 2968229 98204 None 003 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point: 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 1nos75x75x6 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 Nos 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road at Bikya Naik Tanda 843432.04 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968230 98205 None 001 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 50.63 False None None False None False 5050.3425 0 2968231 98205 None 002 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances 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 95.55 95.55 112.2 False None None False None False 10720.71 0 2968232 98205 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 25.32 False None None False None False 150583.104 0 2968233 98205 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 71.55 False None None False None False 478862.685 0 2968234 98205 None 005 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 254.1 254.1 27.3 False None None False None False 6936.93 0 2968235 98205 None 006 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 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 5947.2 5947.2 4.2 False None None False None False 24978.24 0 2968236 98205 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 1:2:4 Using 40 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 6463.8 6463.8 12.95 False None None False None False 83706.21 0 2968237 98205 None 008 For Centering Charges 35%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 2262.33 2262.33 12.95 False None None False None False 29297.1735 0 2968238 98205 None 009 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges 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 MT 82961.55 82961.55 0.52 False None None False None False 43140.006 0 2968239 98205 None 010 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work No 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road and Drain in SC oni at Kolkunda 1263966.97 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968240 98206 None 001 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 95.45 False None None False None False 9521.1375 0 2968241 98206 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work. Cum 6123.6 6123.6 47.72 False None None False None False 292218.192 0 2968242 98206 None 003 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 95.45 False None None False None False 638818.215 0 2968243 98206 None 004 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 254.1 254.1 47.45 False None None False None False 12057.045 0 2968244 98206 None 005 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 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 5947.2 5947.2 7.3 False None None False None False 43414.56 0 2968245 98206 None 006 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 9283.4 9283.4 20.44 False None None False None False 189752.696 0 2968246 98206 None 007 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges 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 MT 82961.55 82961.55 0.82 False None None False None False 68028.471 0 2968247 98206 None 008 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work No 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road and Drain at Naduvin Tanda 1258313.62 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968248 98207 None 001 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 195.6 False None None False None False 19511.1 0 2968249 98207 None 002 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 6692.7 183.58 False None None False None False 1228645.866 0 2968250 98207 None 003 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work No 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road and Drain at Sonar Tanda, Nallagunta and Tokrya Naik Tanda 1266336.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968251 98208 None 001 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 98.93 False None None False None False 9868.2675 0 2968252 98208 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work. Cum 6123.6 6123.6 49.46 False None None False None False 302873.256 0 2968253 98208 None 003 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 98.93 False None None False None False 662108.811 0 2968254 98208 None 004 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 254.1 254.1 45.0 False None None False None False 11434.5 0 2968255 98208 None 005 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work. Cum 6750.45 6750.45 6.0 False None None False None False 40502.7 0 2968256 98208 None 006 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 6962.55 6962.55 18.05 False None None False None False 125674.0275 0 2968257 98208 None 007 For Centering Charges 35% 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 2436.89 2436.89 18.05 False None None False None False 43985.8645 0 2968258 98208 None 008 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges 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 MT 82961.55 82961.55 0.72 False None None False None False 59732.316 0 2968259 98208 None 009 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work No 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road and Drain in SC oni at Jakanpalli 1678702.58 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968260 98209 None 001 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 149.96 False None None False None False 14958.51 0 2968261 98209 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work. Cum 6123.6 6123.6 74.98 False None None False None False 459147.528 0 2968262 98209 None 003 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 6692.7 149.96 False None None False None False 1003637.292 0 2968263 98209 None 004 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 254.1 254.1 28.37 False None None False None False 7208.817 0 2968264 98209 None 005 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work. Cum 6750.45 6750.45 4.37 False None None False None False 29499.4665 0 2968265 98209 None 006 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 9283.4 9283.4 12.22 False None None False None False 113443.148 0 2968266 98209 None 007 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges 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 MT 82961.55 82961.55 0.49 False None None False None False 40651.1595 0 2968267 98209 None 008 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work No 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road at NN Tanda, SN Tanda and Ramaling Tanda 1263219.03 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968268 98210 None 001 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 118.02 False None None False None False 11772.495 0 2968269 98210 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 aterials,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 497.7 497.7 180.96 False None None False None False 90063.792 0 2968270 98210 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work. Cum 6123.6 6123.6 59.01 False None None False None False 361353.636 0 2968271 98210 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 6692.7 118.02 False None None False None False 789872.454 0 2968272 98210 None 005 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work No 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road at Raghapur 838495.92 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968273 98211 None 001 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 121.95 False None None False None False 12164.5125 0 2968274 98211 None 002 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 6692.7 121.95 False None None False None False 816174.765 0 2968275 98211 None 003 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work No 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road and Drain at Handarki 1264967.65 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968276 98212 None 001 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 56.7 False None None False None False 5655.825 0 2968277 98212 None 002 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 254.1 254.1 237.0 False None None False None False 60221.7 0 2968278 98212 None 003 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 aterials,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 62.85 False None None False None False 31280.445 0 2968279 98212 None 004 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 38.85 False None None False None False 231048.72 0 2968280 98212 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 6692.7 138.45 False None None False None False 926604.315 0 2968281 98212 None 006 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work No 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road and Drain at Kodla 2113441.09 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968282 98213 None 001 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 160.88 False None None False None False 16047.78 0 2968283 98213 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 aterials,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 497.7 497.7 246.68 False None None False None False 122772.636 0 2968284 98213 None 003 Granular Sub-base - Grading III Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification.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 1498.35 1498.35 107.25 False None None False None False 160698.0375 0 2968285 98213 None 004 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 2686.95 107.25 False None None False None False 288175.3875 0 2968286 98213 None 005 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 1.84 False None None False None False 10942.848 0 2968287 98213 None 006 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 6692.7 222.0 False None None False None False 1485779.4 0 2968288 98213 None 007 Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work Cum 517.65 517.65 36.45 False None None False None False 18868.3425 0 2968289 98213 None 008 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work No 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road and Drain at Benkanalli 1679738.97 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968290 98214 None 001 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 28.88 False None None False None False 2880.78 0 2968291 98214 None 002 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 6692.7 160.88 False None None False None False 1076721.576 0 2968292 98214 None 003 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction 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 Cum 2547.3 2547.3 13.5 False None None False None False 34388.55 0 2968293 98214 None 004 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 254.1 254.1 55.0 False None None False None False 13975.5 0 2968294 98214 None 005 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 11.0 False None None False None False 71806.35 0 2968295 98214 None 006 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 6639.15 6639.15 37.4 False None None False None False 248304.21 0 2968296 98214 None 007 For Centering Charges 35% 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 2323.7 2323.7 37.4 False None None False None False 86906.38 0 2968297 98214 None 008 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.s 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 Tonne 82961.55 82961.55 1.5 False None None False None False 124442.325 0 2968298 98214 None 009 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point: 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 1nos75x75x6 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 Nos 10156.65 10156.65 2.0 False None None False None False 20313.3 0 1709830540000 0 None None Roads Construction of CC Road at Dugnoor 1177032.21 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968299 98215 None 001 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 109.58 False None None False None False 10930.605 0 2968300 98215 None 002 Earth work excavation for Foundation by Mechanical means depth upto 1.50m,as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting& stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.50m .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 581.7 581.7 22.5 False None None False None False 13088.25 0 2968301 98215 None 003 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 497.7 497.7 168.02 False None None False None False 83623.554 0 2968302 98215 None 004 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 54.79 False None None False None False 325847.088 0 2968303 98215 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 6692.7 109.58 False None None False None False 733386.066 0 2968304 98215 None 006 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work No 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road in SC oni at Nachwar 840183.3 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968305 98216 None 001 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 72.75 False None None False None False 7256.8125 0 2968306 98216 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 8.48 False None None False None False 50432.256 0 2968307 98216 None 003 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 6692.7 115.4 False None None False None False 772337.58 0 2968308 98216 None 004 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work No 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road and Drain at Udagi village Udagi Tanda 1263805.72 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968309 98217 None 001 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 10276.5 10276.5 27.97 False None None False None False 287433.705 0 2968310 98217 None 002 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 9282.0 9282.0 15.6 False None None False None False 144799.2 0 2968311 98217 None 003 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances 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 313.95 313.95 116.76 False None None False None False 36656.802 0 2968312 98217 None 004 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 2.9 False None None False None False 1443.33 0 2968313 98217 None 005 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 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 5947.2 5947.2 14.73 False None None False None False 87602.256 0 2968314 98217 None 006 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 4.86 False None None False None False 32603.067 0 2968315 98217 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 1:3:6 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 12.42 False None None False None False 81075.897 0 2968316 98217 None 008 For 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 Cum 2284.75 2284.75 12.42 False None None False None False 28376.595 0 2968317 98217 None 009 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.s 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 Tonne 82961.55 82961.55 3.42 False None None False None False 283728.501 0 2968318 98217 None 010 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point: 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 1nos75x75x6 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 Nos 10156.65 10156.65 1.0 False None None False None False 10156.65 0 2968319 98217 None 011 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances 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 Sqm 95.55 95.55 235.5 False None None False None False 22502.025 0 2968320 98217 None 012 Providing Shahabad Stone Flooring set in CM 1:8 with cement pointing 1:3 proporation etc complete . 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 914.55 914.55 12.0 False None None False None False 10974.6 0 2968321 98217 None 013 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 35.33 False None None False None False 236453.091 0 1709830540000 0 None None Roads Construction of CC Road and Drain at Hanganalli 847140.76 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968322 98218 None 001 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 c+ost 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 254.1 254.1 78.77 False None None False None False 20015.457 0 2968323 98218 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 10.13 False None None False None False 5041.701 0 2968324 98218 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.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 13.13 False None None False None False 78086.736 0 2968325 98218 None 004 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 1:2:4 Using 40 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 6463.8 6463.8 0.45 False None None False None False 2908.71 0 2968326 98218 None 005 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 1:2:4 Using 40 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 6463.8 6463.8 12.6 False None None False None False 81443.88 0 2968327 98218 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 1:2:4 Using 40 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 6463.8 6463.8 21.57 False None None False None False 139424.166 0 2968328 98218 None 007 For Centering Charges 50% 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 3231.6 3231.6 0.45 False None None False None False 1454.22 0 2968329 98218 None 008 For Centering Charges 35% 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 2262.33 2262.33 34.17 False None None False None False 77303.8161 0 2968330 98218 None 009 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.s 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 Tonne 82961.55 82961.55 1.4 False None None False None False 116146.17 0 2968331 98218 None 010 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point: 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 1nos75x75x6 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 Nos 10156.65 10156.65 1.0 False None None False None False 10156.65 0 2968332 98218 None 011 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 47.09 False None None False None False 315159.243 0 1709830540000 0 None None Roads Minor bridge to Kalkamba Nala 1264927.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968333 98219 None 001 Providing and fixing 25 mm dia 3 m long cold twisted defomed steel dowel bars with one end driven into 38 mm dia 1.50 m deep hole drilled in bed rock and other end provided with L - bend for embedding in concrete / masonry of over flow / non-over flow blocks and other appurtenant works including cost of all materials, machinery, labour, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod and all other ancillary operations complete 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 m 403.73 403.73 308.0 False None None False None False 124348.84 0 2968334 98219 None 002 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 7185.15 7185.15 18.86 False None None False None False 135511.929 0 2968335 98219 None 003 For 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 718.51 718.51 18.86 False None None False None False 13551.0986 0 2968336 98219 None 004 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 7185.15 7185.15 33.21 False None None False None False 238618.8315 0 2968337 98219 None 005 For 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 3592.58 3592.58 33.21 False None None False None False 119309.5818 0 2968338 98219 None 006 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges 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 MT 90990.9 90990.9 6.55 False None None False None False 595990.395 0 2968339 98219 None 007 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 4.1 False None None False None False 27440.07 0 2968340 98219 None 008 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work No 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road and Drain at Allolli 837826.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968341 98220 None 001 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances 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 95.55 95.55 752.8 False None None False None False 71930.04 0 2968342 98220 None 002 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 6692.7 112.92 False None None False None False 755739.684 0 2968343 98220 None 003 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work No 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road and Drain in SC oni at Sindhanmadu 839813.66 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968344 98221 None 001 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 81.43 False None None False None False 8122.6425 0 2968345 98221 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work. Cum 6123.6 6123.6 40.71 False None None False None False 249291.756 0 2968346 98221 None 003 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 etc., complete. as per the directions of the Engineer-in-charge of 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 6692.7 6692.7 81.43 False None None False None False 544986.561 0 2968347 98221 None 004 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 254.1 254.1 2.57 False None None False None False 653.037 0 2968348 98221 None 005 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work. Sqm 6750.45 6750.45 0.34 False None None False None False 2295.153 0 2968349 98221 None 006 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 6962.55 6962.55 1.88 False None None False None False 13089.594 0 2968350 98221 None 007 For Centering Charges 35% 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 2436.89 2436.89 1.88 False None None False None False 4581.3532 0 2968351 98221 None 008 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.s 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 Tonne 82961.55 82961.55 0.08 False None None False None False 6636.924 0 2968352 98221 None 009 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point: 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 1nos75x75x6 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 Nos 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road and Drain at Batgera B 1258002.73 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968353 98222 None 001 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 5.76 False None None False None False 34255.872 0 2968354 98222 None 002 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 etc., complete. as per the directions of the Engineer-in-charge of 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 6692.7 6692.7 133.88 False None None False None False 896018.676 0 2968355 98222 None 003 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.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 2547.3 2547.3 12.65 False None None False None False 32223.345 0 2968356 98222 None 004 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 254.1 254.1 14.95 False None None False None False 3798.795 0 2968357 98222 None 005 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 8.01 False None None False None False 52288.0785 0 2968358 98222 None 006 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 6639.15 6639.15 19.47 False None None False None False 129264.2505 0 2968359 98222 None 007 For Centering Charges 35% 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 2323.7 2323.7 19.47 False None None False None False 45242.439 0 2968360 98222 None 008 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.s 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 82961.55 82961.55 0.66 False None None False None False 54754.623 0 2968361 98222 None 009 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point: 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 1nos75x75x6 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 Nos 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road and Drain at Batgera Gate 1261853.72 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968362 98223 None 001 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 74.25 False None None False None False 7406.4375 0 2968363 98223 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 74.25 False None None False None False 36954.225 0 2968364 98223 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 37.13 False None None False None False 220819.536 0 2968365 98223 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 90.0 False None None False None False 602343.0 0 2968366 98223 None 005 Demolishing R.C.C. work manually/ by mechanical means including stackingof steel bars and disposal of unserviceable material to the appropriate disposal area as per direction 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 Cum 2547.3 2547.3 8.0 False None None False None False 20378.4 0 2968367 98223 None 006 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 254.1 254.1 42.76 False None None False None False 10865.316 0 2968368 98223 None 007 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 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 5947.2 5947.2 8.75 False None None False None False 52038.0 0 2968369 98223 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. 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 6639.15 6639.15 24.5 False None None False None False 162659.175 0 2968370 98223 None 009 Forwork for CC Drain @35% 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 2323.7 2323.7 24.5 False None None False None False 56930.65 0 2968371 98223 None 010 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. 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 Tonne 82961.55 82961.55 0.98 False None None False None False 81302.319 0 2968372 98223 None 011 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point: 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 1nos75x75x6 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 Nos 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road and Drain at Ranjol 1262197.93 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968373 98224 None 001 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.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 99.75 99.75 112.05 False None None False None False 11176.9875 0 2968374 98224 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 aterials,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 497.7 497.7 224.1 False None None False None False 111534.57 0 2968375 98224 None 003 Granular Sub-base - Grading III Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification.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 1498.35 1498.35 49.8 False None None False None False 74617.83 0 2968376 98224 None 004 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 74.7 False None None False None False 200715.165 0 2968377 98224 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 74.7 False None None False None False 499944.69 0 2968378 98224 None 006 Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work Cum 517.65 517.65 99.6 False None None False None False 51557.94 0 2968379 98224 None 007 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 c+ost 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 254.1 254.1 59.76 False None None False None False 15185.016 0 2968380 98224 None 008 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work. Cum 6750.45 6750.45 6.64 False None None False None False 44822.988 0 2968381 98224 None 009 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 6962.55 6962.55 19.09 False None None False None False 132915.0795 0 2968382 98224 None 010 For Centering Charges 35% 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 2436.89 2436.89 19.09 False None None False None False 46520.2301 0 2968383 98224 None 011 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.s 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 Tonne 82961.55 82961.55 0.76 False None None False None False 63050.778 0 2968384 98224 None 012 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point: 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 1nos75x75x6 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 Nos 10156.65 10156.65 1.0 False None None False None False 10156.65 0 1709830540000 0 None None Roads Construction of CC Road at Chittakanpalli 838378.27 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968385 98225 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 6692.7 123.75 False None None False None False 828221.625 0 2968386 98225 None 002 Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point 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 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work No 10156.65 10156.65 1.0 False None None False None False 10156.65 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709830541000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709830541000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709830541000 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 1709830563000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure successful credit of Tender Processing Fee and EMD into the respective receiving bank accounts before the last date and time of bid submission None 1709830567000 0 None None ELIGIBILITY Financial bids of the technically qualified bidders only will be opened None 1709830572000 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 1709830576000 0 None None ELIGIBILITY Conditional tender will not be Considered None 1709830580000 0 None None ELIGIBILITY Tender processing amount will not be refundable None 1709830584000 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 1709830590000 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 1709830595000 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 1709830600000 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 1709830605000 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 1709830609000 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 1709830616000 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 1709830625000 0 None None ELIGIBILITY The field laboratory shall preferably locate, adjacent to the site with the required amenity as per the clause None 1709830631000 0 None None ELIGIBILITY Self declaration of machineries are not accepted None 1709830636000 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 1709830640000 0 None None ELIGIBILITY Third party inspection is mandatory for all the works in this programme None 1709830649000 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 1709830654000 0 None None ELIGIBILITY Executive Engineer has authority to accept or reject any tender without assigning reason None 1709830660000 0 None None ELIGIBILITY Tenderer must submit his present accurate postal address and phone / cell phone number None 1709830670000 0 None None ELIGIBILITY For interpretations of clauses, conditions, spelling mistakes, etc., decision of Executive Engineer, is final None 1709830676000 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 1709830681000 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 1709830687000 0 None None ELIGIBILITY Before tendering for the works the tenderer may inspect the site personally None 1709830692000 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 1709830696000 0 None None ELIGIBILITY The Tenderer shall have valid KPWD license None 1709830701000 0 None None ELIGIBILITY Other details and instructions shall be seen and fallowed as per the bidding documents KW None 1709830706000 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 1709830711000 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 1709830716000 0 None None ELIGIBILITY The work should be completed 6 months including mansoon None 1709830720000 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 from 2018-19 to 2022-23 Satisfactorily completed, as a prime contractor, for at least one similar work of value not less than Rs. 138.40 Lakhs attach certificate by not below rank of Executive Engineer with Indent No. from e-Procurement 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 from 2018-19 to 2022-23 Satisfactorily executed quantities of works in any one year for continues period of 12 months 80 percent of tendered Quantity 1. Excavation 2040.00 Cum 2.Embankment 922.00 Cum 3.PCC/RCC 3479.00 Cum 4.G.S.B. 126.00 Cum 5 WMM 146.00 Cum 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 2.To qualify for award of this contract, Each tenderer in its name should have in the last five year 2018-19 to 2022-2323 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. 553.55 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. 138.40 Lakhs should be enclosed in prescribed format Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit 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 This clause is Exempted upto 300 lakh Estimate cost Others Equipment Machineries createdTs version createdDate modifiedDate documentName None None None None Others -- Equipment Machineries
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 2018-19 to 2022-2323 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. 553.55 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 from 2018-19 to 2022-23 Satisfactorily completed, as a prime contractor, for at least one similar work of value not less than Rs. 138.40 Lakhs attach certificate by not below rank of Executive Engineer with Indent No. from e-Procurement Portal. True Technical Bid 4.To qualify for award of this contract, Each tenderer in his name should have in the last five year from 2018-19 to 2022-23 Satisfactorily executed quantities of works in any one year for continues period of 12 months 80 percent of tendered Quantity 1. Excavation 2040.00 Cum 2.Embankment 922.00 Cum 3.PCC/RCC 3479.00 Cum 4.G.S.B. 126.00 Cum 5 WMM 146.00 Cum True Technical Bid 5.Line of credit Rs. 138.40 Lakhs should be enclosed in prescribed format True Technical Bid 6.Bid Capacity on Letter of the contractor True Technical Bid 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 This clause is Exempted upto 300 lakh Estimate cost True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1709831170000 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