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noticeInvitingTenderDTO	createdTs 1717839537608 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 356000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 19-06-2024 16:00:00 tenderQueryClose 14-06-2024 17:30:00 technicalBidOpen 20-06-2024 16:30:00 publishedDate 11-06-2024 18:03:09 publishedByPost PWD_EE_DIV_SED publishedByUser KPE14118 - DASHWANTH L GAJRE bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 13-06-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Shekappa Tamadaddi 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 08441276278 mobileNumber 9901098011 tenderSupplierList None
tenderSchedule	createdTs 1717839537651 version 4 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT10972 title Construction Of C.C Road,R.C.C Drain at Nidagunda , Jattur, Venkatapur, Venkatapur tanda, Shirolli, Shirolli tanda, Rudnoor, Hoovinahalli, Kerolli, Gadikeshwar, Bhutpur, Chintapalli, Kupnoor, Bhantanalli, Gargapalli, Paradar motakpalli, Bhaktampalli, Ramtheerth, Ganapur, bedakpalli, Kharchakhed, Burugpalli, chatrasala, iragapalli, Hode beernalli, and Improvements to CD in ward no.5 of Sulepeth village in Chincholi Taluk, Kalaburagi Dist (Sedam Constituency) Under KKRDB Micro for the year 2023-24 description Construction Of C.C Road,R.C.C Drain at Nidagunda , Jattur, Venkatapur, Venkatapur tanda, Shirolli, Shirolli tanda, Rudnoor, Hoovinahalli, Kerolli, Gadikeshwar, Bhutpur, Chintapalli, Kupnoor, Bhantanalli, Gargapalli, Paradar motakpalli, Bhaktampalli, Ramtheerth, Ganapur, bedakpalli, Kharchakhed, Burugpalli, chatrasala, iragapalli, Hode beernalli, and Improvements to CD in ward no.5 of Sulepeth village in Chincholi Taluk, Kalaburagi Dist (Sedam Constituency) Under KKRDB Micro for the year 2023-24 category WORKS categoryText Works ecv 23719270.77 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1690 locationName PWD Division Office Sedam provisionalAmount 27990000.0 groupOverheadTotal 0.0 fileNumber PWD/SD/CHIN/KKRDB/2024-25/3
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1717839538000 0 None None Roads Construction Of C.C Road & Drain Nidgunda Village in Chincholi Taluka (Sedam Constituency) 887490.84 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251042 112535 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 136.0 False None None False None False 14994.0 0 3251043 112535 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 127.5 False None None False None False 66000.375 0 3251044 112535 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 63.75 False None None False None False 166473.5625 0 3251045 112535 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 95.63 False None None False None False 640022.901 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Jattur Village in Chincholi Taluka (Sedam Constituency) 689684.63 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251046 112536 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 48.0 False None None False None False 5292.0 0 3251047 112536 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 45.0 False None None False None False 23294.25 0 3251048 112536 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 22.5 False None None False None False 58755.375 0 3251049 112536 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 90.0 False None None False None False 602343.0 0 1717839538000 0 None None Roads Construction Of C.C Road,R.C.C Drain Venkatapur tanda in Chincholi Taluka (Sedam Constituency) 496757.64 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251050 112537 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 32.0 False None None False None False 3528.0 0 3251051 112537 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 30.0 False None None False None False 15529.5 0 3251052 112537 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 15.0 False None None False None False 39170.25 0 3251053 112537 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 22.5 False None None False None False 150585.75 0 3251054 112537 None PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 22.5 False None None False None False 149380.875 0 3251055 112537 None PWD CSR 2023-24, Vol-1 Sl.No.04 Pg.No.111 Addendum-1 Percentage additionalities for Formwork, Centering and Scaffolding for Cement, Concrete Drain Walls add 35% Cum 2323.7 2323.7 22.5 False None None False None False 52283.25 0 3251056 112537 None PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. for All other type of structures t 82961.55 82961.55 1.04 False None None False None False 86280.012 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Shirolli Village in Chincholi Taluka (Sedam Constituency) 1629430.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251057 112538 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 104.0 False None None False None False 11466.0 0 3251058 112538 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 97.5 False None None False None False 50470.875 0 3251059 112538 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 48.75 False None None False None False 127303.3125 0 3251060 112538 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 82.12 False None None False None False 549604.524 0 3251061 112538 None PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 165.0 False None None False None False 17671.5 0 3251062 112538 None PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 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 Cum 5947.2 5947.2 16.5 False None None False None False 98128.8 0 3251063 112538 None PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 57.75 False None None False None False 383410.9125 0 3251064 112538 None PWD CSR 2023-24, Vol-1 Sl.No.04 Pg.No.111 Addendum-1 Percentage additionalities for Formwork, Centering and Scaffolding for Cement, Concrete Drain Walls add 35% Cum 2323.7 2323.7 57.75 False None None False None False 134193.675 0 3251065 112538 None PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures t 82961.55 82961.55 3.1 False None None False None False 257180.805 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Shirolli Tanda in Chincholi Taluka (Sedam Constituency) 976999.08 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251066 112539 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 96.0 False None None False None False 10584.0 0 3251067 112539 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 90.0 False None None False None False 46588.5 0 3251068 112539 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 45.0 False None None False None False 117510.75 0 3251069 112539 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 67.5 False None None False None False 451757.25 0 3251070 112539 None PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 17.96 False None None False None False 1923.516 0 3251071 112539 None PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 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 Cum 5947.2 5947.2 1.52 False None None False None False 9039.744 0 3251072 112539 None PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 9.01 False None None False None False 59818.7415 0 3251073 112539 None PWD CSR 2023-24, Vol-1 Sl.No.04 Pg.No.111 Addendum-1 Percentage additionalities for Formwork, Centering and Scaffolding for Cement, Concrete Drain Walls add 35% Cum 2323.7 2323.7 9.01 False None None False None False 20936.537 0 3251074 112539 None PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures t 82961.55 82961.55 3.12 False None None False None False 258840.036 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Rudnoor village in Chincholi Taluka (Sedam Constituency) 1517262.95 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251075 112540 None PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 278.92 False None None False None False 29872.332 0 3251076 112540 None PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 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 Cum 5947.2 5947.2 29.15 False None None False None False 173360.88 0 3251077 112540 None PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 100.05 False None None False None False 664246.9575 0 3251078 112540 None PWD CSR 2023-24, Vol-1 Sl.No.04 Pg.No.111 Addendum-1 Percentage additionalities for Formwork, Centering and Scaffolding for Cement, Concrete Drain Walls add 35% Cum 2323.7 2323.7 100.05 False None None False None False 232486.185 0 3251079 112540 None PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures t 82961.55 82961.55 5.03 False None None False None False 417296.5965 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Hoovinhalli village in Chincholi Taluka (Sedam Constituency) 793781.68 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251080 112541 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 80.0 False None None False None False 8820.0 0 3251081 112541 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 75.0 False None None False None False 38823.75 0 3251082 112541 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 37.5 False None None False None False 97925.625 0 3251083 112541 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 56.25 False None None False None False 376464.375 0 3251084 112541 None PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 48.75 False None None False None False 5221.125 0 3251085 112541 None PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 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 Cum 5947.2 5947.2 7.5 False None None False None False 44604.0 0 3251086 112541 None PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 16.8 False None None False None False 111537.72 0 3251087 112541 None PWD CSR 2023-24, Vol-1 Sl.No.04 Pg.No.111 Addendum-1 Percentage additionalities for Formwork, Centering and Scaffolding for Cement, Concrete Drain Walls add 35% Cum 2323.7 2323.7 16.8 False None None False None False 39038.16 0 3251088 112541 None PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures t 82961.55 82961.55 0.86 False None None False None False 71346.933 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain kerolli village in Chincholi Taluka (Sedam Constituency) 522033.75 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251089 112542 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 80.0 False None None False None False 8820.0 0 3251090 112542 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 75.0 False None None False None False 38823.75 0 3251091 112542 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 37.5 False None None False None False 97925.625 0 3251092 112542 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 56.25 False None None False None False 376464.375 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Gadikeswar village in Chincholi Taluka (Sedam Constituency) 1177812.18 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251093 112543 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 37.5 False None None False None False 4134.375 0 3251094 112543 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 37.5 False None None False None False 19411.875 0 3251095 112543 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 18.75 False None None False None False 48962.8125 0 3251096 112543 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 31.36 False None None False None False 209883.072 0 3251097 112543 None PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 175.5 False None None False None False 18796.05 0 3251098 112543 None PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 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 Cum 5947.2 5947.2 27.0 False None None False None False 160574.4 0 3251099 112543 None PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 63.6 False None None False None False 422249.94 0 3251100 112543 None PWD CSR 2023-24, Vol-1 Sl.No.04 Pg.No.111 Addendum-1 Percentage additionalities for Formwork, Centering and Scaffolding for Cement, Concrete Drain Walls add 35% Cum 2323.7 2323.7 63.6 False None None False None False 147787.32 0 3251101 112543 None PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures t 82961.55 82961.55 1.76 False None None False None False 146012.328 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Bhootpur Village in Chincholi Taluka (Sedam Constituency) 866313.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251102 112544 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 128.0 False None None False None False 14112.0 0 3251103 112544 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 180.0 False None None False None False 93177.0 0 3251104 112544 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 60.0 False None None False None False 156681.0 0 3251105 112544 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 90.0 False None None False None False 602343.0 0 1717839538000 0 None None Roads Construction Of C.C Road,R.C.C Drain Chintapalli Tand in Chincholi Taluka (Sedam Constituency) 783084.09 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251106 112545 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 120.0 False None None False None False 13230.0 0 3251107 112545 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 112.5 False None None False None False 58235.625 0 3251108 112545 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 56.25 False None None False None False 146888.4375 0 3251109 112545 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 84.38 False None None False None False 564730.026 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Koopnur village in Chincholi Taluka (Sedam Constituency) 783084.09 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251110 112546 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 120.0 False None None False None False 13230.0 0 3251111 112546 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 112.5 False None None False None False 58235.625 0 3251112 112546 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 56.25 False None None False None False 146888.4375 0 3251113 112546 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 84.38 False None None False None False 564730.026 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Bhantanalli village in Chincholi Taluka (Sedam Constituency) 529059.83 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251114 112547 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 48.0 False None None False None False 5292.0 0 3251115 112547 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 45.0 False None None False None False 23294.25 0 3251116 112547 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 22.5 False None None False None False 58755.375 0 3251117 112547 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 66.0 False None None False None False 441718.2 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Garagpalli village in Chincholi Taluka (Sedam Constituency) 3380842.61 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251118 112548 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 84.0 False None None False None False 9261.0 0 3251119 112548 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 126.0 False None None False None False 65223.9 0 3251120 112548 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 84.0 False None None False None False 219353.4 0 3251121 112548 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 101.25 False None None False None False 677635.875 0 3251122 112548 None PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 482.4 False None None False None False 51665.04 0 3251123 112548 None PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 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 Cum 5947.2 5947.2 42.3 False None None False None False 251566.56 0 3251124 112548 None PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 152.05 False None None False None False 1009482.7575 0 3251125 112548 None PWD CSR 2023-24, Vol-1 Sl.No.04 Pg.No.111 Addendum-1 Percentage additionalities for Formwork, Centering and Scaffolding for Cement, Concrete Drain Walls add 35% Cum 2323.7 2323.7 152.05 False None None False None False 353318.585 0 3251126 112548 None PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures t 82961.55 82961.55 8.96 False None None False None False 743335.488 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Pardar Motakpalli in Chincholi Taluka (Sedam Constituency) 861352.02 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251127 112549 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 132.0 False None None False None False 14553.0 0 3251128 112549 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 123.75 False None None False None False 64059.1875 0 3251129 112549 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 61.88 False None None False None False 161590.338 0 3251130 112549 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 92.81 False None None False None False 621149.487 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Bhaktampalli village in Chincholi Taluka (Sedam Constituency) 879437.04 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251131 112550 None PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 156.0 False None None False None False 16707.6 0 3251132 112550 None PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 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 Cum 5947.2 5947.2 19.5 False None None False None False 115970.4 0 3251133 112550 None PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 53.79 False None None False None False 357119.8785 0 3251134 112550 None PWD CSR 2023-24, Vol-1 Sl.No.04 Pg.No.111 Addendum-1 Percentage additionalities for Formwork, Centering and Scaffolding for Cement, Concrete Drain Walls add 35% Cum 2323.7 2323.7 53.79 False None None False None False 124991.823 0 3251135 112550 None PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures t 82961.55 82961.55 3.19 False None None False None False 264647.3445 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Ramtheerth village in Chincholi Taluka (Sedam Constituency) 795708.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251136 112551 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 88.0 False None None False None False 9702.0 0 3251137 112551 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 88.0 False None None False None False 45553.2 0 3251138 112551 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 66.0 False None None False None False 172349.1 0 3251139 112551 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 66.0 False None None False None False 441718.2 0 3251140 112551 None PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 20.16 False None None False None False 2159.136 0 3251141 112551 None PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 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 Cum 5947.2 5947.2 2.52 False None None False None False 14986.944 0 3251142 112551 None PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 7.56 False None None False None False 50191.974 0 3251143 112551 None PWD CSR 2023-24, Vol-1 Sl.No.04 Pg.No.111 Addendum-1 Percentage additionalities for Formwork, Centering and Scaffolding for Cement, Concrete Drain Walls add 35% Cum 2323.7 2323.7 7.56 False None None False None False 17567.172 0 3251144 112551 None PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures t 82961.55 82961.55 0.5 False None None False None False 41480.775 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Ganapur Village in Chincholi Taluka (Sedam Constituency) 951326.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251145 112552 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 99.06 False None None False None False 662978.862 0 3251146 112552 None PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 43.49 False None None False None False 4657.779 0 3251147 112552 None PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 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 Cum 5947.2 5947.2 4.52 False None None False None False 26881.344 0 3251148 112552 None PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 17.36 False None None False None False 115255.644 0 3251149 112552 None PWD CSR 2023-24, Vol-1 Sl.No.04 Pg.No.111 Addendum-1 Percentage additionalities for Formwork, Centering and Scaffolding for Cement, Concrete Drain Walls add 35% Cum 2323.7 2323.7 17.36 False None None False None False 40339.432 0 3251150 112552 None PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures t 82961.55 82961.55 1.22 False None None False None False 101213.091 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Bedakpalli village in Chincholi Taluka (Sedam Constituency) 826571.81 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251151 112553 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 112.0 False None None False None False 12348.0 0 3251152 112553 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 157.5 False None None False None False 81529.875 0 3251153 112553 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 78.75 False None None False None False 205643.8125 0 3251154 112553 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 78.75 False None None False None False 527050.125 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Karchkhed village in Chincholi Taluka (Sedam Constituency) 767484.44 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251155 112554 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 104.0 False None None False None False 11466.0 0 3251156 112554 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 146.25 False None None False None False 75706.3125 0 3251157 112554 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 73.12 False None None False None False 190941.912 0 3251158 112554 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 73.12 False None None False None False 489370.224 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Buragpalli village in Chincholi Taluka (Sedam Constituency) 768530.43 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251159 112555 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 104.0 False None None False None False 11466.0 0 3251160 112555 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 101.0 False None None False None False 52282.65 0 3251161 112555 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 75.75 False None None False None False 197809.7625 0 3251162 112555 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 75.75 False None None False None False 506972.025 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Iragpalli village in Chincholi Taluka (Sedam Constituency) 973434.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251163 112556 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 140.0 False None None False None False 15435.0 0 3251164 112556 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 140.0 False None None False None False 72471.0 0 3251165 112556 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 70.0 False None None False None False 182794.5 0 3251166 112556 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 105.0 False None None False None False 702733.5 0 1717839538000 0 None None Roads Construction Of C.C Road & Drain Hodebeernali village in Chincholi Taluka (Sedam Constituency) 610231.62 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251167 112557 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 48.5 False None None False None False 126650.475 0 3251168 112557 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 60.62 False None None False None False 405711.474 0 3251169 112557 None PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 10.0 False None None False None False 1071.0 0 3251170 112557 None PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 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 Cum 5947.2 5947.2 2.0 False None None False None False 11894.4 0 3251171 112557 None PWD CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 5.02 False None None False None False 33328.533 0 3251172 112557 None PWD CSR 2023-24, Vol-1 Sl.No.04 Pg.No.111 Addendum-1 Percentage additionalities for Formwork, Centering and Scaffolding for Cement, Concrete Drain Walls add 35% Cum 2323.7 2323.7 5.02 False None None False None False 11664.974 0 3251173 112557 None PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures t 82961.55 82961.55 0.24 False None None False None False 19910.772 0 1717839538000 0 None None Roads Construction Of C.C Road & CD at ward No.5 Sulepeth village in Chincholi Taluka (Sedam Constituency) 1251558.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3251174 112558 None PWD CSR 2023-24, Vol-3, I.No..3.7, P.No.17 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 Cum 110.25 110.25 180.0 False None None False None False 19845.0 0 3251175 112558 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 180.0 False None None False None False 93177.0 0 3251176 112558 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 90.0 False None None False None False 235021.5 0 3251177 112558 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 135.0 False None None False None False 903514.5 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1717839539000 1 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1717839539000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1717839539000 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 1717839539000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1717839539000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1717839722000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1717839757000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1717839763000 0 None None ELIGIBILITY As per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. None 1717839773000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders. None 1717839781000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1717839788000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer) and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification. None 1717839795000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thirty first day of March of succeeding year(both days inclusive). None 1717839802000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire commitment Agreement for the Machinery and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification. None 1717839810000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder None 1717839818000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1717839824000 0 None None ELIGIBILITY The defect liability period for this work is 365 days None 1717839832000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing kppp portal. None 1717839839000 0 None None ELIGIBILITY The rates of all the items appeared in Bill of Quantities are inclusive of all leads and lifts None 1717839845000 0 None None ELIGIBILITY The contractor shall bound to comply the prevailing rules and regulations with regard to the EPF rules and any modifications before and after execution of agreement None 1717839853000 0 None None ELIGIBILITY After the award of the contract, the contractor has to furnish the details in respect of labour employed and the EPF details for this work in every RA bill. None 1717839862000 0 None None ELIGIBILITY Bidders are advised to note that , 18% GST will be added to the contract amount. None 1717839876000 0 None None ELIGIBILITY Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24 in the Technical Qualification Criteria mentioned in the next section. None 1717839886000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected. None 1717839899000 0 None None ELIGIBILITY the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause. None 1717839934000 0 None None ELIGIBILITY The work should be completed in 09 (Nine) Months ( including monsoon) None 1717839948000 0 None None ELIGIBILITY The star rates inrespect of specified materials ( Cement, Steel and Bitumen) shall be payable as per CIRCULAR NO.PWD 159 CRM 2009 Bangalore Dated 30.09.2010 None 1717839965000 0 None None ELIGIBILITY In respect of work costing more than Rs. 1.00 crore, the contractor shall establish field laboratory at his cost with requisite equipment or as stipulated in the Agreement. None 1717840295000 0 None None ELIGIBILITY EMD of Rs 3,56,000/- is to be paid in full through e-payment or Rs. 1,00,000/- on e-payment & Rs. 2,56,000/- shall be in favour of the Executive Engineer, PWD Division, Sedam and may be in the form of Bankers Cheque/ Demand Draft/ Pay Order in favour of Executive Engineer, PWD Division, Sedam payable at Sedam or cash or Specified Small Savings Instruments pledges to the ExecutiveExecutive Engineer, PWD Division, Sedam None 1717840331000 0 None None ELIGIBILITY Bidders are advised to note that, 18% GST will be added to the contract amount. None 1717840378000 0 None None ELIGIBILITY As per the Govr Order No: FD 263 EXP-12/2022 Bangelore Dated: 11.05.2022 as per condition no 3 relaxation of machinery upto Rs. 300.00 Lakhs i.e. KW-3 & KW-4 None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 Total value of civil engineering construction works executed and payments received in the last five years , 2019-20, 2020-21, 2021-22, 2022-23 and 2023-24 Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Information in the Format I Attach Charter Accountant Certificate None None None None To qualify for award of this contract, each Tenderer in his name should have in the last five years period (i.e 2019-20, 2020-21, 2021-22, 2022-23 and 2023-24 (b) Satisfactorily completed, (Usually not less than 50% estimated value of contract) as prime contractor, at least one similar C.C Road and Drain work (value not less than Rs. 118.59 Lakhs) Work done certificate by not below rank of Executive Engineer with Indent No. from eProcurement Portal Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract each Tenderer in his name should have in the last five years i.e,2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 (c) executed in any one year the following minimum quantities of work 1) Earthwork in both excavation and filling (Combined quantities)- 4369.00 Cum 2) GSB 905.00 Cum 3) Cement Concrete 1893.00 Cum 4) Steel 23.00 Tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Satisfactory Performance Certificate None None None None Maximum of Civil Engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. (Financial turover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Statement on the Letter Head of the Tenderer None None None None As per the Govt Order No: FD 263 EXP-12/2022 Bangalore Dated: 11.05.2022 as per condition no 3 relaxation of machinery upto Rs. 300.00 Lakhs i.e. KW-3 & KW-4 Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Govt Order No: FD 263 EXP-12/2022 Bangalore Dated: 11.05.2022 as per condition no 3 relaxation of machinery upto Rs. 300.00 Lakhs i.e. KW-3 & KW-4 None None None None achieved in at least Two financial years on average annual financial turnover of Rs. 474.38 Lakhs (usually not less than the estimated costs under this contract). (Annual Turnover Certificate Must be with the UDIN No Other Wise Turnover is not Considered ) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid Assets and /or availability of credit facilities of no less than Rs. 79.06 lakhs (Credit Lines/letter of credit/ certificates from the banks for meeting the fund requirement etc., Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Report on the financial standing of the Tenderer, such as profit and loss statements and auditor report for the last five years. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Auditor Report None None None None Latest Income Tax Clearance Certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Scanned Copy of ITC Certificate None None None None Assessed Tender Capacity shall be more than the Tendered Amount Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Assessement on the Letter Head of the Tenderer
tenderCriterionDocumentList	documentName optional documentTypeText Contractor KPWD Registration Certificate True Technical Bid Annual Turnover Certificate Must be with the UDIN No Other Wise Turnover is not Considered True Technical Bid Single Similar Type Workdone Certificate With Work Indent Number True Technical Bid Bank LOC certificate True Technical Bid Tender capacity True Technical Bid Minimum quantities executed True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1718029493000 version 0 createdDate None modifiedDate None blockNumber PWD Division Sedam street None city Sedam state Karnataka pin 585222
tenderRecallDTO	None