createdTs	None
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noticeInvitingTenderDTO	createdTs 1706464128157 version 8 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 310500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 12-02-2024 16:00:00 tenderQueryClose 09-02-2024 17:30:00 technicalBidOpen 14-02-2024 16:30:00 publishedDate 02-02-2024 10:41:48 publishedByPost PWD_EE_DIV_SED publishedByUser KPE14118 - DASHWANTH L GAJRE bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 03-02-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson SRI SHEKHAPPA TAMADADDI splitEmdRequiredYn True emdBankGuarantee 210500.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08441276278 mobileNumber 9901098011 tenderSupplierList None
tenderSchedule	createdTs 1706464128193 version 6 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT7595 title Construction of CC Road and Drain at Malkhed, Bhimnagar, Neelhalli, Konkanahalli, Bijjanalli, Sangavi (M), Hosalli, Arebommanalli, Kukkunda, Beeranalli, Meenhabal and Totanalli Villages in Sedam Taluka Kalaburagi District under KKRDB Micro for the year 2023-24 (KLB2311243176) description Construction of CC Road and Drain at Malkhed, Bhimnagar, Neelhalli, Konkanahalli, Bijjanalli, Sangavi (M), Hosalli, Arebommanalli, Kukkunda, Beeranalli, Meenhabal and Totanalli Villages in Sedam Taluka Kalaburagi District under KKRDB Micro for the year 2023-24 (KLB2311243176) category WORKS categoryText Works ecv 20667640.96 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1690 locationName PWD Division Office Sedam provisionalAmount 24500000.0 groupOverheadTotal 0.0 fileNumber PWD/SD/Sem/Est/Road/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706464128000 0 None None Roads Construction of CC Road and Drain at Malkhed Village in Sedam Taluka CC ROAD 5177929.35 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319293 68537 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground 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 110.25 110.25 281.25 False None None False None False 31007.8125 0 2319294 68537 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 517.65 517.65 281.25 False None None False None False 145589.0625 0 2319295 68537 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2476.95 2476.95 187.5 False None None False None False 464428.125 0 2319296 68537 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity.Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 187.5 False None None False None False 503803.125 0 2319297 68537 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 6692.7 601.2 False None None False None False 4023651.24 0 2319298 68537 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706464128000 0 None None Roads CC Drain at Malkhed Village 753635.44 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319299 68538 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 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 107.1 107.1 139.95 False None None False None False 14988.645 0 2319300 68538 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 15.55 False None None False None False 8049.4575 0 2319301 68538 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 15.55 False None None False None False 92478.96 0 2319302 68538 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 15.55 False None None False None False 103238.7825 0 2319303 68538 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 29.4 False None None False None False 195191.01 0 2319304 68538 None DSR 2023-24 Vol-1 Sl. No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 29.4 False None None False None False 68316.78 0 2319305 68538 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 9.51 False None None False None False 63138.3165 0 2319306 68538 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11.h 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 Tonne 82961.55 82961.55 2.51 False None None False None False 208233.4905 0 1706464128000 0 None None Roads Construction of CC Road and Drain at Bhimnagar Village in Sedam Taluka CC ROAD 846640.88 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319307 68539 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground 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 79.05 False None None False None False 8715.2625 0 2319308 68539 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 52.7 False None None False None False 27280.155 0 2319309 68539 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2476.95 2476.95 52.7 False None None False None False 130535.265 0 2319310 68539 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity.Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 52.7 False None None False None False 141602.265 0 2319311 68539 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 79.05 False None None False None False 529057.935 0 2319312 68539 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706464128000 0 None None Roads Construction of CC Road and Drain at Neelhalli Village in Sedam Taluka CC DRAIN 1694007.58 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319313 68540 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 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 107.1 107.1 211.41 False None None False None False 22642.011 0 2319314 68540 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.15.1 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 ordinary/soft rock without blasting upto 1.5 m depth Cum 381.15 381.15 70.47 False None None False None False 26859.6405 0 2319315 68540 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 23.49 False None None False None False 12159.5985 0 2319316 68540 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 23.49 False None None False None False 139699.728 0 2319317 68540 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 23.49 False None None False None False 155953.6335 0 2319318 68540 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 70.47 False None None False None False 467860.9005 0 2319319 68540 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 33.1 False None None False None False 219755.865 0 2319320 68540 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11.h 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 Tonne 82961.55 82961.55 5.85 False None None False None False 485325.0675 0 2319321 68540 None DSR 2023-24 Vol-1 Sl. No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 70.47 False None None False None False 163751.139 0 1706464128000 0 None None Roads Construction of CC Road and Drain at Konkanahalli Village in Sedam Taluka CC ROAD 1595618.32 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319322 68541 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground 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 22.5 False None None False None False 2480.625 0 2319323 68541 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 22.5 False None None False None False 11647.125 0 2319324 68541 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2476.95 2476.95 15.0 False None None False None False 37154.25 0 2319325 68541 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity.Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 15.0 False None None False None False 40304.25 0 2319326 68541 None CSR 2023-24 Vol. 1, Pg. No. 15 It. No. 2.1.4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 7.5 False None None False None False 48958.875 0 2319327 68541 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 6692.7 216.0 False None None False None False 1445623.2 0 2319328 68541 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706464128000 0 None None Roads CC Drain at Konkanahalli Village 872148.26 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319329 68542 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 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 99.15 False None None False None False 10618.965 0 2319330 68542 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 9.55 False None None False None False 4943.5575 0 2319331 68542 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 9.1 False None None False None False 54119.52 0 2319332 68542 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 10.9 False None None False None False 72366.735 0 2319333 68542 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 27.84 False None None False None False 184833.936 0 2319334 68542 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 27.15 False None None False None False 180252.9225 0 2319335 68542 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11.h 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 Tonne 82961.55 82961.55 3.62 False None None False None False 300320.811 0 2319336 68542 None DSR 2023-24 Vol-1 Sl. No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 27.84 False None None False None False 64691.808 0 1706464128000 0 None None Roads Construction of CC Road and Drain at Bijjanalli Village in Sedam Taluka CC ROAD 1270823.17 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319337 68543 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 6692.7 188.47 False None None False None False 1261373.169 0 2319338 68543 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706464128000 0 None None Roads Construction of CC Road and Drain at Sangavi (M) Village in Sedam Taluka CC DRAIN 1269835.22 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319339 68544 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 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 107.1 107.1 186.98 False None None False None False 20025.558 0 2319340 68544 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 20.78 False None None False None False 10756.767 0 2319341 68544 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 20.78 False None None False None False 123582.816 0 2319342 68544 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 20.78 False None None False None False 137961.537 0 2319343 68544 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 49.86 False None None False None False 331028.019 0 2319344 68544 None DSR 2023-24 Vol-1 Sl. No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 49.86 False None None False None False 115859.682 0 2319345 68544 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 17.77 False None None False None False 117977.6955 0 2319346 68544 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11.h 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 Tonne 82961.55 82961.55 4.86 False None None False None False 403193.133 0 2319347 68544 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706464128000 0 None None Roads Construction of CC Road and Drain at Hosalli Village in Sedam Taluka CC ROAD 1270358.89 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319348 68545 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground 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 110.25 110.25 117.15 False None None False None False 12915.7875 0 2319349 68545 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 517.65 517.65 117.15 False None None False None False 60642.6975 0 2319350 68545 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2476.95 2476.95 78.1 False None None False None False 193449.795 0 2319351 68545 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity.Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 78.1 False None None False None False 209850.795 0 2319352 68545 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 6692.7 117.15 False None None False None False 784049.805 0 2319353 68545 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706464128000 0 None None Roads Construction of CC Road and Drain at Arebommanalli Village in Sedam Taluka CC ROAD 813461.05 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319354 68546 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground 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 74.7 False None None False None False 8235.675 0 2319355 68546 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 74.7 False None None False None False 38668.455 0 2319356 68546 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2476.95 2476.95 49.8 False None None False None False 123352.11 0 2319357 68546 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity.Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 49.8 False None None False None False 133810.11 0 2319358 68546 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 74.7 False None None False None False 499944.69 0 2319359 68546 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706464128000 0 None None Roads CC Drain at Arebommanalli Village 456487.66 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319360 68547 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 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 94.5 False None None False None False 10120.95 0 2319361 68547 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 9.0 False None None False None False 4658.85 0 2319362 68547 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 9.0 False None None False None False 53524.8 0 2319363 68547 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 9.0 False None None False None False 59752.35 0 2319364 68547 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 22.5 False None None False None False 149380.875 0 2319365 68547 None DSR 2023-24 Vol-1 Sl. No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 22.5 False None None False None False 52283.25 0 2319366 68547 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 0.6 False None None False None False 3983.49 0 2319367 68547 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11.h 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 Tonne 82961.55 82961.55 1.48 False None None False None False 122783.094 0 1706464128000 0 None None Roads Construction of CC Road and Drain at Kukkunda Village in Sedam Taluka CC DRAIN 1268216.31 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319368 68548 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 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 107.1 107.1 251.1 False None None False None False 26892.81 0 2319369 68548 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 27.9 False None None False None False 14442.435 0 2319370 68548 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 27.9 False None None False None False 165926.88 0 2319371 68548 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 27.9 False None None False None False 185232.285 0 2319372 68548 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 53.4 False None None False None False 354530.61 0 2319373 68548 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 8.33 False None None False None False 55304.1195 0 2319374 68548 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11.h 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 Tonne 82961.55 82961.55 4.12 False None None False None False 341801.586 0 2319375 68548 None DSR 2023-24 Vol-1 Sl. No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 53.4 False None None False None False 124085.58 0 1706464128000 0 None None Roads Construction of CC Road and Drain at Beeranalli Village in Sedam Taluka CC ROAD 827884.58 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319376 68549 None CSR 2023-24 Vol. 1, Pg. No. 15 It. No. 2.1.4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 41.1 False None None False None False 268294.635 0 2319377 68549 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 82.2 False None None False None False 550139.94 0 2319378 68549 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706464128000 0 None None Roads CC Drain at Beeranalli Village 437462.1 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319379 68550 None CSR 2023-24 Vol. 1, Pg. No. 8 It. No. 1.14.1 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 56.7 False None None False None False 6072.57 0 2319380 68550 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 3.6 False None None False None False 1863.54 0 2319381 68550 None CSR 2023-24 Vol. 3, Pg. No. 15 It. No. 2.1.2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 6.3 False None None False None False 37467.36 0 2319382 68550 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 6.3 False None None False None False 41826.645 0 2319383 68550 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 12.6 False None None False None False 83653.29 0 2319384 68550 None DSR 2023-24 Vol-1 Sl. No. 4 Pg. No. 111 Add formwork 35% for cement concrete drain wall Cum 2323.7 2323.7 12.6 False None None False None False 29278.62 0 2319385 68550 None CSR 2023-24 Vol. 1, It. No. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 13.5 False None None False None False 89628.525 0 2319386 68550 None CSR 2023-24 Vol. 1, Pg. No. 18 It. No. 2.11.h 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 Tonne 82961.55 82961.55 1.78 False None None False None False 147671.559 0 1706464128000 0 None None Roads Construction of CC Road and Drain at Meenhabal Village in Sedam Taluka CC ROAD 844387.75 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319387 68551 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground 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 67.5 False None None False None False 7441.875 0 2319388 68551 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 67.5 False None None False None False 34941.375 0 2319389 68551 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2476.95 2476.95 45.0 False None None False None False 111462.75 0 2319390 68551 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity.Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 45.0 False None None False None False 120912.75 0 2319391 68551 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 83.7 False None None False None False 560178.99 0 2319392 68551 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706464128000 0 None None Roads Construction of CC Road at Totanalli Village in Sedam Taluka 1268744.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319393 68552 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.7 Compacting Original Ground 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 110.25 110.25 117.0 False None None False None False 12899.25 0 2319394 68552 None CSR 2023-24 Vol. 3, Pg. No. 17 It. No. 3.6 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 517.65 517.65 117.0 False None None False None False 60565.05 0 2319395 68552 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v By Mix in Place Method: Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2476.95 2476.95 78.0 False None None False None False 193202.1 0 2319396 68552 None CSR 2023-24 Vol. 3, Pg. No. 26 It. No. 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity.Wet Mix Macadam (Plant Mix Method) Cum 2686.95 2686.95 78.0 False None None False None False 209582.1 0 2319397 68552 None CSR 2023-24 Vol. 1, Pg. No. 148 It. No. 16.27 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 6692.7 117.0 False None None False None False 783045.9 0 2319398 68552 None CSR 2023-24 Vol. 3, Pg. No. 78 It. No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706464129000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706464129000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706464129000 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 1706464163000 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 bidder end. None 1706464166000 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 1706464171000 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 1706464175000 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 1706464178000 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 1706464181000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1706464184000 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 1706464188000 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 1706464194000 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 1706464196000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire committement 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 1706464203000 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 1706464207000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1706464210000 0 None None ELIGIBILITY The Defect Liability Period is 12 months from the date of successful completion of work. The tenderer should maintain the work in good condition during the Defect Liability Period. None 1706464213000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing e-procurement portal. None 1706464217000 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 1706464221000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1706464224000 0 None None ELIGIBILITY The rates of all the items appeared in Bill of Quantities are inclusive of all leads and lifts None 1706464227000 0 None None ELIGIBILITY As per G.O of PWD Karnataka Government No.PWD/107/CRM/2013 Bangalore DTD 20-02-2014, If the tenderer uploads the Bank Guarantee, but does not produce original at the time of technical scrutiny, such tenders will not be disqualified either in the technical bid stage or financial bid stage.But the qualified tenderer (L1) must submit the original copy of the BG at the time of agreement. None 1706464231000 0 None None ELIGIBILITY Bidders are advised to note that, 18% GST will be added to the contract amount None 1706464234000 0 None None ELIGIBILITY The tenderer shall note that, the directions of Educational Department no excess Tender premium will be allowed for this work. If, quoted excess tender premiums such tenders are liable for rejection None 1706464256000 0 None None ELIGIBILITY EMD of Rs 3,10,500/- is to be paid in full through e-payment or Rs. 1,00,000/- on e-payment & Rs. 2,10,500/- 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 or Bank Guarantee in the prescribed format obtained from any nationalised / Scheduled Bank. None 1706464261000 0 None None ELIGIBILITY The work should be completed in 09 (Nine) Months ( including mansoon) None 1706464265000 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 1706709915000 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
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 turn over 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 To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 a)Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 413.35 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover 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., 2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 b) Satisfactorily completed, as prime contractor, at least one similar work such as CC Road Work of value not less than Rs. 103.33Lakhs 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., 2018-19, 2019-20 2020-21, 2021-22 & 2022-23 c) Executed in any one year, the following minimum quantities of work: 1) Earth work/Embankment/Subgrade 1562.34 Cum 2) PCC/RCC 1768.11 Cum 3) GSB 404.88 Cum 4) WMM 404.88 Cum 5) STEEL 19.38 Tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Total value of civil engineering construction works executed and payments received in the last five years 2018-19, 2019-20, 2020-21, 2021-22 & 2023-24 Past Experience None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) 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 work, if work is awarded. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Biodata of the personnel None None None None 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 Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-8 and scanned copies of the owership Documents & Hire commitment Agreements None None None None Liquid Assets and /or availability of credit facilities of no less than Rs. 68.89lakhs (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 auditors report for the last five years. Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Latest Income Tax Clearance Certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Constitutional or Legal Status of the Tenderer Others Legal Status createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Principal Place of Business Others others createdTs version createdDate modifiedDate documentName None None None None Others -- Declaration by the Bidder on the Letter Head None None None None Information of the works for which Tender acceptance letters are received. Others New Works createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-6 and Letter of Acceptance None None None None Information of the works for which Tenderer has submitted Tender. Others Tendered works createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-7 None None None None The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion. Others CPM/PERT createdTs version createdDate modifiedDate documentName None None None None Others -- CPM/PERT Chart None None None None Assessed Tender Capacity shall be more than the Tendered Amount Others Assessed Tender Capacity createdTs version createdDate modifiedDate documentName None None None None Others -- Assessement on the Letter Head of the Tenderer None None None None Value at 2023-24 price level, of existing commitments and on-going works to be executed during the next 06 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24), (Monthwise commitment shall be furnished). Others Committed Works createdTs version createdDate modifiedDate documentName None None None None Others -- Statement on the Letter head of the tenderer
tenderCriterionDocumentList	documentName optional documentTypeText Contractors Registration Certificate True Technical Bid Annual Turnover Certificate Must be with the UDIN No Other Wise Turnover is not Considered True Technical Bid Work Done 50 percentage Single similar Nature of work With Indent NO True Technical Bid Bank LOC certificate True Technical Bid Tender capacity True Technical Bid Minimum quantities executed True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1706710000000 version 0 createdDate None modifiedDate None blockNumber pwd division office street None city sedam state Karnataka pin 585222
tenderRecallDTO	None