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noticeInvitingTenderDTO	createdTs 1706461592519 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 4930.00 emd 295500.00 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 10:42:40 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 195500.00 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 1706461592554 version 4 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT7593 title Construction of CC Road and Drain at Kolkunda, Malkapalli, Bhimsagar, Itkal, Burugpalli, Jakanpalli, Konapur, Munkanpalli, Raghapur, Motakpalli, Gadadana, Shaklaspalli, Venkatapur in Sedam Taluka Kalaburagi District under KKRDB Micro for the year 2023-24 (KLB2311243182) description Construction of CC Road and Drain at Kolkunda, Malkapalli, Bhimsagar, Itkal, Burugpalli, Jakanpalli, Konapur, Munkanpalli, Raghapur, Motakpalli, Gadadana, Shaklaspalli, Venkatapur in Sedam Taluka Kalaburagi District under KKRDB Micro for the year 2023-24 (KLB2311243182) category WORKS categoryText Works ecv 19697623.98 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1690 locationName PWD Division Office Sedam provisionalAmount 23500000.0 groupOverheadTotal 0.0 fileNumber PWD/SD/Sedam/Est/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706461593000 0 None None Roads Construction of CC Road and Drain at Kolkunda Village in Sedam Taluka 2095564.59 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319104 68518 None CSR 2023-24 Vol. 3, 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 6692.7 311.7 False None None False None False 2086114.59 0 2319105 68518 None CSR 2023-24 Vol. 3, It. No. 8.54 P. No. 78 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 Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706461593000 0 None None Roads Construction of CC Road and Drain at Malkapalli Village in Sedam Taluka 1264695.04 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319106 68519 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 46.95 False None None False None False 5176.2375 0 2319107 68519 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 31.3 False None None False None False 16202.445 0 2319108 68519 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 31.3 False None None False None False 77528.535 0 2319109 68519 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 31.3 False None None False None False 84101.535 0 2319110 68519 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 87.13 False None None False None False 9331.623 0 2319111 68519 None CSR 2023-24 Vol. 1, 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 10.14 False None None False None False 60304.608 0 2319112 68519 None DSR 2023-24 Vol-1 Item No. 2.4.2 Pg.No 16 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 44.06 False None None False None False 292520.949 0 2319113 68519 None DSR 2023-24 Vol-1 Item No. 4 Pg.No 111 Add formwork 35% for cement concrete drain walls Cum 2323.7 2323.7 24.12 False None None False None False 56047.644 0 2319114 68519 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 2.13 False None None False None False 176708.1015 0 2319115 68519 None CSR 2023-24 Vol. 3, 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 71.32 False None None False None False 477323.364 0 2319116 68519 None CSR 2023-24 Vol. 3, It. No. 8.54 P. No. 78 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 " Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706461593000 0 None None Roads Construction of CC Road and Drain at Bhimsagar Village in Sedam Taluka 830929.42 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319117 68520 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 18.0 False None None False None False 1984.5 0 2319118 68520 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 24.0 False None None False None False 12423.6 0 2319119 68520 None CSR 2023-24 Vol. 3, It. No. .4.2.B.v Pg. No. 23 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 12.0 False None None False None False 29723.4 0 2319120 68520 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 12.0 False None None False None False 32243.4 0 2319121 68520 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 63.19 False None None False None False 6767.649 0 2319122 68520 None CSR 2023-24 Vol. 1, 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 7.39 False None None False None False 43949.808 0 2319123 68520 None DSR 2023-24 Vol-1 Item No. 2.4.2 Pg.No 16 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 30.7 False None None False None False 203821.905 0 2319124 68520 None DSR 2023-24 Vol-1 Item No. 2.4.2 Pg.No 16 Add formwork 35% for side wall Cum 2323.7 2323.7 17.64 False None None False None False 40990.068 0 2319125 68520 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 1.45 False None None False None False 120294.2475 0 2319126 68520 None CSR 2023-24 Vol. 3, 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 49.2 False None None False None False 329280.84 0 2319127 68520 None CSR 2023-24 Vol. 3, It. No. 8.54 P. No. 78 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 " Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706461593000 0 None None Roads Construction of CC Road and Drain at Itkal (1) Village in Sedam Taluka 1678515.72 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319128 68521 None DSR 2023-24 Vol-3 Item No. 2.5 II(b) Pg.No 9 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to beusedorauctioned,includingremovalanddisposaloftoporganic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of thorny jungle 100 Sqm 508.2 508.2 6.03 False None None False None False 3064.446 0 2319129 68521 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 110.25 110.25 150.75 False None None False None False 16620.1875 0 2319130 68521 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 517.65 517.65 201.0 False None None False None False 104047.65 0 2319131 68521 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 107.1 107.1 162.81 False None None False None False 17436.951 0 2319132 68521 None DSR 2023-24 Vol-III Item No. 4.2 (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 2476.95 100.5 False None None False None False 248933.475 0 2319133 68521 None DSR 2023-24 VolII-I Item No. 4.17 Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. Cum 2686.95 2686.95 100.5 False None None False None False 270038.475 0 2319134 68521 None DSR 2023-24 Vol III Item No. 16.27 Pg. No. 8 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 6692.7 150.75 False None None False None False 1008924.525 0 2319135 68521 None CSR 2023-24 Vol. 3, It. No. 8.54 P. No. 78 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 " Sqm 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706461593000 0 None None Roads Construction of CC Road and Drain at Itkal (2) Village in Sedam Taluka 1547683.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319136 68522 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 107.1 107.1 200.94 False None None False None False 21520.674 0 2319137 68522 None CSR 2023-24 Vol. 1, 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 23.64 False None None False None False 140591.808 0 2319138 68522 None DSR 2023-24 Vol-1 Item No. 2.4.2 Pg.No 16 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 74.76 False None None False None False 496342.854 0 2319139 68522 None DSR 2023-24 Vol-1 Item No. 4 Pg.No 111 Add formwork 35% for cement concrete drain walls Cum 2323.7 2323.7 35.46 False None None False None False 82398.402 0 2319140 68522 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 3.44 False None None False None False 285387.732 0 2319141 68522 None CSR 2023-24 Vol. 3, 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 76.5 False None None False None False 511991.55 0 2319142 68522 None CSR 2023-24 Vol. 3, It. No. 8.54 P. No. 78 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 " Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706461593000 0 None None Roads Construction of CC Road and Drain at Itkal (3) Village in Sedam Taluka 1366911.34 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319143 68523 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 77.25 False None None False None False 8516.8125 0 2319144 68523 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 517.65 517.65 103.0 False None None False None False 53317.95 0 2319145 68523 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 51.5 False None None False None False 127562.925 0 2319146 68523 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 51.5 False None None False None False 138377.925 0 2319147 68523 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 98.91 False None None False None False 10593.261 0 2319148 68523 None CSR 2023-24 Vol. 1, 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 9.99 False None None False None False 59412.528 0 2319149 68523 None DSR 2023-24 Vol-1 Item No. 2.4.2 Pg.No 16 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 37.44 False None None False None False 248569.776 0 2319150 68523 None DSR 2023-24 Vol-1 Item No. 4 Pg.No 111 Add formwork 35% for cement concrete drain walls Cum 2323.7 2323.7 19.98 False None None False None False 46427.526 0 2319151 68523 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 2319152 68523 None CSR 2023-24 Vol. 3, 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 77.25 False None None False None False 517011.075 0 2319153 68523 None CSR 2023-24 Vol. 3, It. No. 8.54 P. No. 78 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 " Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706461593000 0 None None Roads Construction of CC Road and Drain at Burugpally Village in Sedam Taluka 1270905.61 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319154 68524 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 107.1 107.1 203.43 False None None False None False 21787.353 0 2319155 68524 None CSR 2023-24 Vol. 1, 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 15.3 False None None False None False 90992.16 0 2319156 68524 None DSR 2023-24 Vol-1 Item 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 4.11 False None None False None False 26829.4635 0 2319157 68524 None DSR 2023-24 Vol-1 Item No. 2.4.2 Pg.No 16 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 68.07 False None None False None False 451926.9405 0 2319158 68524 None DSR 2023-24 Vol-1 Item No. 4 Pg.No 111 Add formwork 35% for cement concrete drain walls Cum 2323.7 2323.7 36.99 False None None False None False 85953.663 0 2319159 68524 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 3.38 False None None False None False 280410.039 0 2319160 68524 None DSR 2023-24 Vol. 2 Item No. 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5891.55 5891.55 15.54 False None None False None False 91554.687 0 2319161 68524 None DSR 2023-24 Vol. 2 Item No. 5.2 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 9.99 False None None False None False 69419.511 0 2319162 68524 None CSR 2023-24 Vol. 2 It. No. 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8367.45 8367.45 11.23 False None None False None False 93966.4635 0 2319163 68524 None CSR 2023-24 Vol. 2 It. No. 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 404.25 404.25 97.68 False None None False None False 39487.14 0 2319164 68524 None CSR 2023-24 Vol. 2 It. No. 8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 93.45 93.45 97.68 False None None False None False 9128.196 0 2319165 68524 None CSR 2023-24 Vol. 3, It. No. 8.54 P. No. 78 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 " Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706461593000 0 None None Roads Construction of CC Road and Drain at Jakanpalli Village in Sedam Taluka 1260586.11 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319166 68525 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 41.63 False None None False None False 4589.7075 0 2319167 68525 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 55.5 False None None False None False 28729.575 0 2319168 68525 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 27.75 False None None False None False 68735.3625 0 2319169 68525 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 27.75 False None None False None False 74562.8625 0 2319170 68525 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 46.06 False None None False None False 4933.026 0 2319171 68525 None CSR 2023-24 Vol. 1, 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 5.33 False None None False None False 31698.576 0 2319172 68525 None DSR 2023-24 Vol-1 Item No. 2.4.2 Pg.No 16 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 24.52 False None None False None False 162791.958 0 2319173 68525 None DSR 2023-24 Vol-1 Item No. 4 Pg.No 111 Add formwork 35% for cement concrete drain walls Cum 2323.7 2323.7 12.6 False None None False None False 29278.62 0 2319174 68525 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 1.21 False None None False None False 100383.4755 0 2319175 68525 None CSR 2023-24 Vol. 3, 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 6692.7 111.38 False None None False None False 745432.926 0 2319176 68525 None CSR 2023-24 Vol. 3, It. No. 8.54 P. No. 78 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 " Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706461593000 0 None None Roads Construction of CC Road and Drain at Konapur Village in Sedam Taluka 1684651.04 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319177 68526 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 42.75 False None None False None False 4713.1875 0 2319178 68526 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 57.0 False None None False None False 29506.05 0 2319179 68526 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 28.5 False None None False None False 70593.075 0 2319180 68526 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 28.5 False None None False None False 76578.075 0 2319181 68526 None CSR 2023-24 Vol. 3, 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 6692.7 223.2 False None None False None False 1493810.64 0 2319182 68526 None CSR 2023-24 Vol. 3, It. No. 8.54 P. No. 78 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 " Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706461593000 0 None None Roads Construction of CC Road and Drain at Munkanpalli Village in Sedam Taluka 1250459.19 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319183 68527 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 24.75 False None None False None False 2728.6875 0 2319184 68527 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 33.0 False None None False None False 17082.45 0 2319185 68527 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 16.5 False None None False None False 40869.675 0 2319186 68527 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 16.5 False None None False None False 44334.675 0 2319187 68527 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 75.44 False None None False None False 8079.624 0 2319188 68527 None CSR 2023-24 Vol. 1, 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 8.82 False None None False None False 52454.304 0 2319189 68527 None DSR 2023-24 Vol-1 Item No. 2.4.2 Pg.No 16 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 36.65 False None None False None False 243324.8475 0 2319190 68527 None DSR 2023-24 Vol-1 Item No. 4 Pg.No 111 Add formwork 35% for cement concrete drain walls Cum 2323.7 2323.7 21.06 False None None False None False 48937.122 0 2319191 68527 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 1.75 False None None False None False 145182.7125 0 2319192 68527 None CSR 2023-24 Vol. 3, 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 95.33 False None None False None False 638015.091 0 2319193 68527 None CSR 2023-24 Vol. 3, It. No. 8.54 P. No. 78 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 " Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706461593000 0 None None Roads Construction of CC Road and Drain at Raghapur Village in Sedam Taluka 836192.7 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319194 68528 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 75.6 False None None False None False 8334.9 0 2319195 68528 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 517.65 517.65 100.8 False None None False None False 52179.12 0 2319196 68528 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 50.4 False None None False None False 124838.28 0 2319197 68528 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 50.4 False None None False None False 135422.28 0 2319198 68528 None CSR 2023-24 Vol. 3, 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 75.6 False None None False None False 505968.12 0 2319199 68528 None CSR 2023-24 Vol. 3, It. No. 8.54 P. No. 78 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 " Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706461593000 0 None None Roads Construction of CC Road and Drain at Motakpalli Village in Sedam Taluka 838113.7 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319200 68529 None CSR 2023-24 Vol. 3 It. No. 2.5 II(b) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of thorny jungle 100 Sqm 508.2 508.2 3.78 False None None False None False 1920.996 0 2319201 68529 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 75.6 False None None False None False 8334.9 0 2319202 68529 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 517.65 517.65 100.8 False None None False None False 52179.12 0 2319203 68529 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 50.4 False None None False None False 124838.28 0 2319204 68529 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 50.4 False None None False None False 135422.28 0 2319205 68529 None CSR 2023-24 Vol. 3, 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 75.6 False None None False None False 505968.12 0 2319206 68529 None CSR 2023-24 Vol. 3, It. No. 8.54 P. No. 78 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 " Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706461593000 0 None None Roads Construction of CC Road and Drain at Gadadana Village in Sedam Taluka 1259066.99 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319207 68530 None CSR 2023-24 Vol. 3 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 6692.7 177.9 False None None False None False 1190631.33 0 2319208 68530 None CSR 2023-24 Vol. 1 It. No. 2.1.3 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 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 9.38 False None None False None False 58985.661 0 2319209 68530 None CSR 2023-24 Vol. 3, It. No. 8.54 P. No. 78 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 " Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706461593000 0 None None Roads Construction of CC Road and Drain at Shaklaspalli Village in Sedam Taluka 1678182.46 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319210 68531 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 110.25 110.25 145.76 False None None False None False 16070.04 0 2319211 68531 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 517.65 517.65 194.35 False None None False None False 100605.2775 0 2319212 68531 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 98.53 False None None False None False 244053.8835 0 2319213 68531 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 98.53 False None None False None False 264745.1835 0 2319214 68531 None CSR 2023-24 Vol. 3, 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 6692.7 155.88 False None None False None False 1043258.076 0 2319215 68531 None CSR 2023-24 Vol. 3, It. No. 8.54 P. No. 78 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 " Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1706461593000 0 None None Roads Construction of CC Road and Drain at Venkatapur Village in Sedam Taluka 835167.06 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2319216 68532 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 47.7 False None None False None False 5258.925 0 2319217 68532 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 39.6 False None None False None False 20498.94 0 2319218 68532 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 19.8 False None None False None False 49043.61 0 2319219 68532 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 19.8 False None None False None False 53201.61 0 2319220 68532 None CSR 2023-24 Vol. 3, 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 6692.7 104.25 False None None False None False 697713.975 0 2319221 68532 None CSR 2023-24 Vol. 3, It. No. 8.54 P. No. 78 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 " Nos 9450.0 9450.0 1.0 False None None False None False 9450.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706461593000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706461593000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706461593000 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 1706461633000 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 1706461693000 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 1706461697000 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 1706461703000 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 1706461744000 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 1706461747000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1706461750000 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 1706461759000 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 1706461763000 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 1706461774000 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 1706461865000 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 1706461871000 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 1706461877000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing e-procurement portal. None 1706461883000 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 1706461886000 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 1706461890000 0 None None ELIGIBILITY The rates of all the items appeared in Bill of Quantities are inclusive of all leads and lifts None 1706461894000 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 1706461900000 0 None None ELIGIBILITY Bidders are advised to note that, 18% GST will be added to the contract amount None 1706461905000 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 1706461932000 0 None None ELIGIBILITY EMD of Rs 2,95,500/- is to be paid in full through e-payment or Rs. 1,00,000/- on e-payment & Rs. 1,95,500/- 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 1706461968000 0 None None ELIGIBILITY The work should be completed in 09 (Nine) Months ( including mansoon) None 1706461983000 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 1706709530000 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. 393.95 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 and Drain Work of value not less than Rs. 98.49Lakhs 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 1503.00 Cum 2) CC 1732.42 cum 3) GSB 390.00cum 4) WMM 390.00 Cum 5) STEEL 12.11 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 Audited CA Certificate of Annual Turnover 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. 63.03lakhs (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 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 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 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 1706709620000 version 0 createdDate None modifiedDate None blockNumber PWD DIVISION OFFICE street None city SEDAM state Karnataka pin 585222
tenderRecallDTO	None