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noticeInvitingTenderDTO	createdTs 1709829745085 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 391000.00 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 13:43:03 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 False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 8472278617 tenderSupplierList None
tenderSchedule	createdTs 1709829745133 version 4 createdDate None modifiedDate None tenderNumber RDPR/2023-24/RD/WORK_INDENT4564 title Construction of C.C. Road, Drain and Improvements of Roads at Handarki, Hulgol, Dugnoor, Devanoor, Nachwar, Bilkal, Kodla, Benkanalli, Goudanalli, Mustalli and Mailwar villages in Sedam Taluka under KKRDB MICRO for the year 2023-24. description Construction of C.C. Road, Drain and Improvements of Roads at Handarki, Hulgol, Dugnoor, Devanoor, Nachwar, Bilkal, Kodla, Benkanalli, Goudanalli, Mustalli and Mailwar villages in Sedam Taluka under KKRDB MICRO for the year 2023-24. category WORKS categoryText Works ecv 26037140.55 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 31000000.0 groupOverheadTotal None fileNumber AEE/PRE/SDM/KKRDB/2023-24/PACKAGE
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709829745000 0 None None Roads Construction of C.C. Road, Drain at Hadarki 3355082.96 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968058 98188 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 99.75 190.8 False None None False None False 19032.3 0 2968059 98188 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 497.7 497.7 481.2 False None None False None False 239493.24 0 2968060 98188 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 5947.2 127.2 False None None False None False 756483.84 0 2968061 98188 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 6692.7 256.7 False None None False None False 1718016.09 0 2968062 98188 None 005 Demolishing R.C.C. work manually/ by mechanical means including stack- ing 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 8.33 False None None False None False 21219.009 0 2968063 98188 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 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 254.1 254.1 100.92 False None None False None False 25643.772 0 2968064 98188 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 ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 15.27 False None None False None False 90813.744 0 2968065 98188 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 necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. 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 37.8 False None None False None False 250959.87 0 2968066 98188 None 009 Add Centering and Shuttering 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 37.8 False None None False None False 87835.86 0 2968067 98188 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 1.51 False None None False None False 125271.9405 0 2968068 98188 None 011 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 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 1709829745000 0 None None Roads Improvements of Road from Gangamma Halla to Allolli Bhavi at Handarki 1246985.56 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968069 98189 None 001 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.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 508.2 508.2 54.9 False None None False None False 27900.18 0 2968070 98189 None 002 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 99.75 802.63 False None None False None False 80062.3425 0 2968071 98189 None 003 Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313.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 153.3 153.3 708.21 False None None False None False 108568.593 0 2968072 98189 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 497.7 497.7 996.53 False None None False None False 495972.981 0 2968073 98189 None 005 Surface Drains in Soil Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Mtr 26.25 26.25 2196.0 False None None False None False 57645.0 0 2968074 98189 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 33.77 False None None False None False 8580.957 0 2968075 98189 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 1:3:6 (M10) 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 6527.85 6527.85 1.56 False None None False None False 10183.446 0 2968076 98189 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 36.72 False None None False None False 243789.588 0 2968077 98189 None 009 For Centering Charges 08% Pier 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 531.13 531.13 36.72 False None None False None False 19503.0936 0 2968078 98189 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.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 1.47 False None None False None False 121953.4785 0 2968079 98189 None 011 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm dia with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Rmtr 8355.9 8355.9 7.5 False None None False None False 62669.25 0 2968080 98189 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 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 1709829745000 0 None None Roads Construction of C.C. Road, Drain at Hulgol 1678011.89 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968081 98190 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 93.15 False None None False None False 9291.7125 0 2968082 98190 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 497.7 497.7 186.3 False None None False None False 92721.51 0 2968083 98190 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 46.58 False None None False None False 277020.576 0 2968084 98190 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 6692.7 153.15 False None None False None False 1024987.005 0 2968085 98190 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 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 23.5 False None None False None False 5971.35 0 2968086 98190 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 1:3:6 (M10) 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 6527.85 6527.85 5.5 False None None False None False 35903.175 0 2968087 98190 None 007 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 necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. 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 18.1 False None None False None False 120168.615 0 2968088 98190 None 008 Add Centering and Shuttering 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 18.1 False None None False None False 42058.97 0 2968089 98190 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. 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 0.72 False None None False None False 59732.316 0 2968090 98190 None 010 Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 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 1709829745000 0 None None Roads Construction of C.C. Road, Drain at Dugnoor 1681135.63 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968091 98191 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 99.75 108.47 False None None False None False 10819.8825 0 2968092 98191 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 497.7 497.7 166.32 False None None False None False 82777.464 0 2968093 98191 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 54.24 False None None False None False 332144.064 0 2968094 98191 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 6692.7 108.47 False None None False None False 725957.169 0 2968095 98191 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 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 77.27 False None None False None False 19634.307 0 2968096 98191 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 1:3:6 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 11.89 False None None False None False 80262.8505 0 2968097 98191 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 33.29 False None None False None False 309044.386 0 2968098 98191 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 1.33 False None None False None False 110338.8615 0 2968099 98191 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 1709829745000 0 None None Roads Construction of C.C. Road, Drain at Devanoor 1678999.33 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968100 98192 None 001 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 20.75 False None None False None False 2222.325 0 2968101 98192 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. 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 6288.45 6288.45 1.68 False None None False None False 10564.596 0 2968102 98192 None 003 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6724.2 6724.2 0.9 False None None False None False 6051.78 0 2968103 98192 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.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 17.68 False None None False None False 123079.32 0 2968104 98192 None 005 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 77398.65 77398.65 0.88 False None None False None False 68110.812 0 2968105 98192 None 006 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm dia with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Rmtr 8355.9 8355.9 5.0 False None None False None False 41779.5 0 2968106 98192 None 008 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 27.0 False None None False None False 13437.9 0 2968107 98192 None 009 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 99.75 118.68 False None None False None False 11838.33 0 2968108 98192 None 010 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 59.34 False None None False None False 363374.424 0 2968109 98192 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 6692.7 118.68 False None None False None False 794289.636 0 2968110 98192 None 012 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 29.79 False None None False None False 7569.639 0 2968111 98192 None 013 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 4.58 False None None False None False 30917.061 0 2968112 98192 None 014 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 15.53 False None None False None False 144171.202 0 2968113 98192 None 015 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 0.62 False None None False None False 51436.161 0 2968114 98192 None 016 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 1709829745000 0 None None Roads Construction of C.C. Road, Drain at Nachwar 1260875.36 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968115 98193 None 001 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 107.1 107.1 24.41 False None None False None False 2614.311 0 2968116 98193 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. 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 6288.45 6288.45 1.68 False None None False None False 10564.596 0 2968117 98193 None 003 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6724.2 6724.2 1.35 False None None False None False 9077.67 0 2968118 98193 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.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 17.68 False None None False None False 123079.32 0 2968119 98193 None 005 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 77398.65 77398.65 0.71 False None None False None False 54953.0415 0 2968120 98193 None 006 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm dia with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Rmtr 8355.9 8355.9 7.5 False None None False None False 62669.25 0 2968121 98193 None 007 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 497.7 497.7 30.0 False None None False None False 14931.0 0 2968122 98193 None 008 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 99.75 105.87 False None None False None False 10560.5325 0 2968123 98193 None 009 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 6692.7 6692.7 109.92 False None None False None False 735661.584 0 2968124 98193 None 010 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including 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 37.04 False None None False None False 9411.864 0 2968125 98193 None 011 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 6.09 False None None False None False 36218.448 0 2968126 98193 None 012 Providing RCC pipe NP3 450mm dia and 2.50m long 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 Mtr 1596.0 1596.0 5.0 False None None False None False 7980.0 0 2968127 98193 None 013 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 13.72 False None None False None False 127368.248 0 2968128 98193 None 014 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 0.55 False None None False None False 45628.8525 0 2968129 98193 None 015 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 1709829745000 0 None None Roads Improvements of Roads from Nachwar village to Kottarki 1677769.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968130 98194 None 001 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.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 508.2 508.2 40.0 False None None False None False 20328.0 0 2968131 98194 None 002 Surface Drains in Soil Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Mtr 26.25 26.25 2000.0 False None None False None False 52500.0 0 2968132 98194 None 003 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 110.25 110.25 900.0 False None None False None False 99225.0 0 2968133 98194 None 004 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 1800.0 False None None False None False 931770.0 0 2968134 98194 None 005 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 15.71 False None None False None False 23539.0785 0 2968135 98194 None 006 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 23.56 False None None False None False 63304.542 0 2968136 98194 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 23.56 False None None False None False 157680.012 0 2968137 98194 None 008 Providing and laying Pitching on slopes laid over prepared filter media.. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 2007.6 2007.6 4.95 False None None False None False 9937.62 0 2968138 98194 None 009 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 40.5 False None None False None False 10291.05 0 2968139 98194 None 010 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 5947.2 5947.2 6.75 False None None False None False 40143.6 0 2968140 98194 None 011 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 8852.2 8852.2 18.0 False None None False None False 159339.6 0 2968141 98194 None 012 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 110615.4 110615.4 0.9 False None None False None False 99553.86 0 2968142 98194 None 013 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 1709829745000 0 None None Roads Construction of C.C. Road, Drain at Bilkal 841645.74 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968143 98195 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 56.25 False None None False None False 5610.9375 0 2968144 98195 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 28.13 False None None False None False 172256.868 0 2968145 98195 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 56.25 False None None False None False 376464.375 0 2968146 98195 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 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 39.08 False None None False None False 9930.228 0 2968147 98195 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 5.86 False None None False None False 39557.637 0 2968148 98195 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 18.09 False None None False None False 167936.706 0 2968149 98195 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.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 0.72 False None None False None False 59732.316 0 2968150 98195 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 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 1709829745000 0 None None Roads Construction of C.C. Road, Drain at Sindhanmadu 5042412.71 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968151 98196 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 70.95 False None None False None False 7077.2625 0 2968152 98196 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 497.7 497.7 108.79 False None None False None False 54144.783 0 2968153 98196 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 41.8 False None None False None False 62631.03 0 2968154 98196 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 41.8 False None None False None False 112314.51 0 2968155 98196 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 6692.7 376.2 False None None False None False 2517793.74 0 2968156 98196 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 19.25 False None None False None False 9964.7625 0 2968157 98196 None 007 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 etc., complete. as per the directions of the Engineer-in-charge of the work Cum 2547.3 2547.3 87.38 False None None False None False 222583.074 0 2968158 98196 None 008 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 27.3 False None None False None False 6936.93 0 2968159 98196 None 009 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 32.9 False None None False None False 214766.265 0 2968160 98196 None 010 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 6639.15 148.53 False None None False None False 986112.9495 0 2968161 98196 None 011 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 2323.7 148.53 False None None False None False 345139.161 0 2968162 98196 None 012 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 5.94 False None None False None False 492791.607 0 2968163 98196 None 013 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 1709829745000 0 None None Roads Improvements of Roads from Kodla village to Sindhanmadu 1257265.36 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968164 98197 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 99.75 443.25 False None None False None False 44214.1875 0 2968165 98197 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 497.7 497.7 675.3 False None None False None False 336096.81 0 2968166 98197 None 003 Surface Drains in Soil Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Mtr 26.25 26.25 300.0 False None None False None False 7875.0 0 2968167 98197 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 62.3 False None None False None False 15830.43 0 2968168 98197 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 1:3:6 (M10) 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 6527.85 6527.85 15.5 False None None False None False 101181.675 0 2968169 98197 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 58.8 False None None False None False 390382.02 0 2968170 98197 None 007 For Centering Charges 8% 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 531.13 531.13 58.8 False None None False None False 31230.444 0 2968171 98197 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 2.35 False None None False None False 194959.6425 0 2968172 98197 None 009 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm dia with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments incidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Rmtr 8355.9 8355.9 15.0 False None None False None False 125338.5 0 2968173 98197 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 1709829745000 0 None None Roads Construction of C.C. Road, Drain at Benaknalli 2531239.94 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968174 98198 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 6692.7 216.18 False None None False None False 1446827.886 0 2968175 98198 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 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 254.1 254.1 191.38 False None None False None False 48629.658 0 2968176 98198 None 003 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 25.35 False None None False None False 150761.52 0 2968177 98198 None 004 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 71.23 False None None False None False 472906.6545 0 2968178 98198 None 005 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 71.23 False None None False None False 165517.151 0 2968179 98198 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.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 2.85 False None None False None False 236440.4175 0 2968180 98198 None 007 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 1709829745000 0 None None Roads Construction of C.C. Road, Drain at Goudanalli 1261863.06 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968181 98199 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 94.5 False None None False None False 9426.375 0 2968182 98199 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 497.7 497.7 126.0 False None None False None False 62710.2 0 2968183 98199 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 63.0 False None None False None False 94396.05 0 2968184 98199 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 57.75 False None None False None False 155171.3625 0 2968185 98199 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 86.63 False None None False None False 579788.601 0 2968186 98199 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 ncidental Charges etc., complete and as per specification and directions of the Engineer incharge of the work Cum 254.1 254.1 70.4 False None None False None False 17888.64 0 2968187 98199 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 9.45 False None None False None False 61688.1825 0 2968188 98199 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 22.05 False None None False None False 146393.2575 0 2968189 98199 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 22.05 False None None False None False 51237.585 0 2968190 98199 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.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 0.88 False None None False None False 73006.164 0 2968191 98199 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 1709829745000 0 None None Roads Construction of C.C. Road, Drain at Mustalli 1259511.76 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968192 98200 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 92.98 False None None False None False 9274.755 0 2968193 98200 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 497.7 497.7 142.57 False None None False None False 70957.089 0 2968194 98200 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 41.33 False None None False None False 245797.776 0 2968195 98200 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 82.65 False None None False None False 553151.655 0 2968196 98200 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 62.68 False None None False None False 15926.988 0 2968197 98200 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 1:3:6 (M10) 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 6527.85 6527.85 7.23 False None None False None False 47196.3555 0 2968198 98200 None 007 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 22.04 False None None False None False 146326.866 0 2968199 98200 None 008 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 22.04 False None None False None False 51214.348 0 2968200 98200 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 1.32 False None None False None False 109509.246 0 2968201 98200 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 1709829745000 0 None None Roads Construction of C.C. Road, Drain at Mailwar 1264342.24 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2968202 98201 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 20.25 False None None False None False 2019.9375 0 2968203 98201 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 497.7 497.7 118.8 False None None False None False 59126.76 0 2968204 98201 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 28.58 False None None False None False 169970.976 0 2968205 98201 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 57.15 False None None False None False 382487.805 0 2968206 98201 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 45.5 False None None False None False 11561.55 0 2968207 98201 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 1:3:6 (M10) 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 6527.85 6527.85 5.25 False None None False None False 34271.2125 0 2968208 98201 None 007 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 48.4 False None None False None False 321334.86 0 2968209 98201 None 008 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 48.4 False None None False None False 112467.08 0 2968210 98201 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 1.94 False None None False None False 160945.407 0 2968211 98201 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
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709829746000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709829746000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709829746000 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 1709829778000 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 1709829782000 0 None None ELIGIBILITY Financial bids of the technically qualified bidders only will be opened None 1709829787000 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 1709829791000 0 None None ELIGIBILITY Conditional tender will not be Considered None 1709829795000 0 None None ELIGIBILITY Tender processing amount will not be refundable None 1709829800000 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 1709829805000 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 1709829814000 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 1709829820000 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 1709829825000 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 1709829830000 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 1709829836000 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 1709829844000 0 None None ELIGIBILITY The field laboratory shall preferably locate, adjacent to the site with the required amenity as per the clause None 1709829848000 0 None None ELIGIBILITY Self declaration of machineries are not accepted None 1709829853000 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 1709829858000 0 None None ELIGIBILITY Third party inspection is mandatory for all the works in this programme None 1709829867000 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 1709829872000 0 None None ELIGIBILITY Executive Engineer has authority to accept or reject any tender without assigning reason None 1709829877000 0 None None ELIGIBILITY Tenderer must submit his present accurate postal address and phone / cell phone number None 1709829882000 0 None None ELIGIBILITY For interpretations of clauses, conditions, spelling mistakes, etc., decision of Executive Engineer, is final None 1709829886000 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 1709829891000 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 1709829895000 0 None None ELIGIBILITY Before tendering for the works the tenderer may inspect the site personally None 1709829900000 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 1709829906000 0 None None ELIGIBILITY The Tenderer shall have valid KPWD license None 1709829910000 0 None None ELIGIBILITY Other details and instructions shall be seen and fallowed as per the bidding documents KW None 1709829915000 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 1709829922000 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 1709829948000 0 None None ELIGIBILITY The work should be completed 6 months including mansoon None 1709829953000 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. 130.20 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 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 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 3854.00 Cum 2.Embankment 3903.00 Cum 3.PCC/RCC 2314.00 Cum 4.Steel 21.00 MT 5.GSB 97.00 Cum 6.WMM 99.00 Cum Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Satisfactory Performance Certificate None None None None 6.Bid Capacity on Letter of the contractor Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- 6.Bid Capacity on Letter of the contractor None None None None 7.Name of the Equipment Machineries All machinery Documents are RC Book will be verified from E Vahan website if not found valid then bid will be rejected Tenderer should further demonstrate Owned Machineries This clause is Exempted upto 300 lakh Estimate cost Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Equipment Machineries None None None None 2.To qualify for award of this contract, Each tenderer in its name should have in the last five year 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. 520.75 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. 130.20 Lakhs should be enclosed in prescribed format Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText 1.The Tenderer shall have valid class -II KPWD Licence True Technical Bid 2.To qualify for award of this contract, Each tenderer in its name should have in the last five year 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. 520.75 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. 130.20 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 3854.00 Cum 2.Embankment 3903.00 Cum 3.PCC/RCC 2314.00 Cum 4.Steel 21.00 MT 5.GSB 97.00 Cum 6.WMM 99.00 Cum True Technical Bid 5.Line of credit Rs. 130.20 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 1709831837000 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