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noticeInvitingTenderDTO	createdTs 1718867179665 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 3790.00 emd 227000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 01-07-2024 16:00:43 tenderQueryClose 28-06-2024 13:49:59 technicalBidOpen 02-07-2024 16:30:23 publishedDate 21-06-2024 12:59:44 publishedByPost KRRDA_EE_DIV_RCR publishedByUser KPE10482 - MENAKA PATEL bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 28-06-2024 10:48:53 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Annapurna splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9986808194 tenderSupplierList None
tenderSchedule	createdTs 1718867179727 version 6 createdDate None modifiedDate None tenderNumber KRRDA/2024-25/RD/WORK_INDENT63 title Construction of C.C. Road in S.C. Colonies at Chattar Tanda, Chattar Ramji Nayak Tanda, Gorebal Tanda, Mincheri Tanda, Kachapur, Kalapur Tanda, Goudur Tanda, Gaddagi Tanda and Todki Tanda villages in Lingasugur Taluka of Raichur District description Construction of C.C. Road in S.C. Colonies at Chattar Tanda, Chattar Ramji Nayak Tanda, Gorebal Tanda, Mincheri Tanda, Kachapur, Kalapur Tanda, Goudur Tanda, Gaddagi Tanda and Todki Tanda villages in Lingasugur Taluka of Raichur District category WORKS categoryText Works ecv 15120286.23 deptName Karnataka Rural Road Development Agency status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2703 locationName KRRDA Division Office Raichur provisionalAmount 18000000.0 groupOverheadTotal 0.0 fileNumber PMGSY/2023-24/KKRDB/LNG1
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1718867180000 0 None None Roads Construction of C.C. Road in S.C. Colonies at Chattar Tanda, Chattar Ramji Nayak Tanda, Gorebal Tanda, Mincheri Tanda, Kachapur, Kalapur Tanda, Goudur Tanda, Gaddagi Tanda and Todki Tanda villages in Lingasugur Taluka of Raichur District 15120286.23 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3316093 115887 None code01 Construction of C.C. Road in S.C. Colonies at Cattar Tanda Village in Lingasugur Taluka of Raichur District. :- Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Sqm 5.25 5.25 1698.75 False None None False None False 8918.4375 0 3316094 115887 None code02 Compacting original ground supporting embankment 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 110.25 110.25 254.81 False None None False None False 28092.8025 0 3316095 115887 None code03 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 517.65 517.65 303.02 False None None False None False 156858.303 0 3316096 115887 None code04 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) Cum 2526.3 2526.3 127.41 False None None False None False 321875.883 0 3316097 115887 None code05 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 leveling the formwork as per drawing), spreading the concrete withshovels, 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 thedirections of the Engineer-in-charge of the work. Cum 6692.7 6692.7 254.81 False None None False None False 1705366.887 0 3316098 115887 None code06 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 3316099 115887 None code07 Construction of C.C. Road in S.C. Colonies at Cattar Ramji Nayak Tanda Village in Lingasugur Taluka of Raichur District. :- Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Sqm 5.25 5.25 2196.0 False None None False None False 11529.0 0 3316100 115887 None code08 Compacting original ground supporting embankment 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 110.25 110.25 329.4 False None None False None False 36316.35 0 3316101 115887 None code09 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 517.65 517.65 365.52 False None None False None False 189211.428 0 3316102 115887 None code10 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) Cum 2526.3 2526.3 164.7 False None None False None False 416081.61 0 3316103 115887 None code11 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 leveling the formwork as per drawing), spreading the concrete withshovels, 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 thedirections of the Engineer-in-charge of the work. Cum 6692.7 6692.7 329.4 False None None False None False 2204575.38 0 3316104 115887 None code12 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 3316105 115887 None code13 Construction of C.C. Road in S.C. Colonies at Gorebal Tanda Village in Lingasugur Taluka of Raichur District. :- Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Sqm 5.25 5.25 1291.2 False None None False None False 6778.8 0 3316106 115887 None code14 Compacting original ground supporting embankment 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 110.25 110.25 193.68 False None None False None False 21353.22 0 3316107 115887 None code15 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 517.65 517.65 235.98 False None None False None False 122155.047 0 3316108 115887 None code16 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 27.0 False None None False None False 160574.4 0 3316109 115887 None code17 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) Cum 2526.3 2526.3 76.59 False None None False None False 193489.317 0 3316110 115887 None code18 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 leveling the formwork as per drawing), spreading the concrete withshovels, 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 thedirections of the Engineer-in-charge of the work. Cum 6692.7 6692.7 193.68 False None None False None False 1296242.136 0 3316111 115887 None code19 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 3316112 115887 None code20 Construction of C.C. Road in S.C. Colonies at Mincheri Tanda Village in Lingasugur Taluka of Raichur District. :- Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Sqm 5.25 5.25 600.2 False None None False None False 3151.05 0 3316113 115887 None code21 Compacting original ground supporting embankment 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 90.03 False None None False None False 9925.8075 0 3316114 115887 None code22 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 101.955 False None None False None False 52777.00575 0 3316115 115887 None code23 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) Cum 2526.3 2526.3 45.02 False None None False None False 113734.026 0 3316116 115887 None code24 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 leveling the formwork as per drawing), spreading the concrete withshovels, 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 thedirections of the Engineer-in-charge of the work. Cum 6692.7 6692.7 90.03 False None None False None False 602543.781 0 3316117 115887 None code25 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 3316118 115887 None code26 Construction of C.C. Road in S.C. Colonies at Kachapur Village in Lingasugur Taluka of Raichur District.:- Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Sqm 5.25 5.25 255.0 False None None False None False 1338.75 0 3316119 115887 None code27 Compacting original ground supporting embankment 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 38.25 False None None False None False 4217.0625 0 3316120 115887 None code28 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 47.8125 False None None False None False 24750.140625 0 3316121 115887 None code29 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) Cum 2526.3 2526.3 19.13 False None None False None False 48328.119 0 3316122 115887 None code30 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 leveling the formwork as per drawing), spreading the concrete withshovels, 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 thedirections of the Engineer-in-charge of the work. Cum 6692.7 6692.7 38.25 False None None False None False 255995.775 0 3316123 115887 None code31 Cross Drainage Works:- Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 10.58 False None None False None False 2688.378 0 3316124 115887 None code32 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 2.34 False None None False None False 13916.448 0 3316125 115887 None code33 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 10432.95 10432.95 12.15 False None None False None False 126760.3425 0 3316126 115887 None code34 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 450mm. dia Mtr 1957.2 1957.2 10.0 False None None False None False 19572.0 0 3316127 115887 None code35 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. MT 90990.9 90990.9 0.607 False None None False None False 55231.4763 0 3316128 115887 None code36 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 3316129 115887 None code37 Construction of C.C. Road in S.C. Colonies at Kalapur Tanda Village in Lingasugur Taluka of Raichur District. :- Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Sqm 5.25 5.25 1277.6 False None None False None False 6707.4 0 3316130 115887 None code38 Compacting original ground supporting embankment 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 110.25 110.25 191.64 False None None False None False 21128.31 0 3316131 115887 None code39 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 517.65 517.65 222.802 False None None False None False 115333.4553 0 3316132 115887 None code40 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) Cum 2526.3 2526.3 95.82 False None None False None False 242070.066 0 3316133 115887 None code41 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 leveling the formwork as per drawing), spreading the concrete withshovels, 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 thedirections of the Engineer-in-charge of the work. Cum 6692.7 6692.7 191.64 False None None False None False 1282589.028 0 3316134 115887 None code42 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 3316135 115887 None code43 Construction of C.C. Road in S.C. Colonies at Goudur Tanda Village in Lingasugur Taluka of Raichur District. :- Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Sqm 5.25 5.25 1191.0 False None None False None False 6252.75 0 3316136 115887 None code44 Compacting original ground supporting embankment 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 110.25 110.25 178.65 False None None False None False 19696.1625 0 3316137 115887 None code45 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 517.65 517.65 189.9 False None None False None False 98301.735 0 3316138 115887 None code46 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) Cum 2526.3 2526.3 89.33 False None None False None False 225674.379 0 3316139 115887 None code47 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 leveling the formwork as per drawing), spreading the concrete withshovels, 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 thedirections of the Engineer-in-charge of the work. Cum 6692.7 6692.7 178.65 False None None False None False 1195650.855 0 3316140 115887 None code48 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 3316141 115887 None code49 Construction of C.C. Road in S.C. Colonies at Gadagi Tanda Village in Lingasugur Taluka of Raichur District. :- Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Sqm 5.25 5.25 875.0 False None None False None False 4593.75 0 3316142 115887 None code50 Compacting original ground supporting embankment 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 110.25 110.25 131.25 False None None False None False 14470.3125 0 3316143 115887 None code51 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 517.65 517.65 152.06 False None None False None False 78713.859 0 3316144 115887 None code52 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) Cum 2526.3 2526.3 65.63 False None None False None False 165801.069 0 3316145 115887 None code53 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 leveling the formwork as per drawing), spreading the concrete withshovels, 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 thedirections of the Engineer-in-charge of the work. Cum 6692.7 6692.7 131.25 False None None False None False 878416.875 0 3316146 115887 None code54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0 3316147 115887 None code55 Construction of C.C. Road in S.C. Colonies at Todaki Tanda Village in Lingasugur Taluka of Raichur District. :- Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Sqm 5.25 5.25 1885.0 False None None False None False 9896.25 0 3316148 115887 None code56 Compacting original ground supporting embankment 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 110.25 110.25 282.75 False None None False None False 31173.1875 0 3316149 115887 None code57 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 517.65 517.65 337.875 False None None False None False 174900.99375 0 3316150 115887 None code58 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) Cum 2526.3 2526.3 141.375 False None None False None False 357155.6625 0 3316151 115887 None code59 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 leveling the formwork as per drawing), spreading the concrete withshovels, 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 thedirections of the Engineer-in-charge of the work. Cum 6692.7 6692.7 282.75 False None None False None False 1892360.925 0 3316152 115887 None code60 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 / symbolsetc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 9450.0 9450.0 1.0 False None None False None False 9450.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1718867185000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1718867185000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1718867185000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory. None 1718867185000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1718867185000 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 1718867637000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1718867661000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & axRs.7500/-) soon after contract has been issued to bidder. None 1718867731000 0 None None ELIGIBILITY Royalty Charges will be Deducted in every bill of contract as per rules. None 1718867742000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1718867765000 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 1718867825000 0 None None ELIGIBILITY As per Karnataka State Government Order LD/300/LET /2006 Bangalore dated 01.01.2007 and Government LetterNoPW/134/BMS/2007 dated27.07.2007, a sum Amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1718867925000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire commitment Agreement for the Machinery and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification None 1718867948000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason None 1718867979000 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 1718868012000 0 None None ELIGIBILITY All materials required for the work, shall be procured by the Tenderer himself and should be got tested by the quality control authorities at his own cost before use on work None 1718868042000 0 None None ELIGIBILITY The KPWD Code, KTTP Act/Rules. Delegation of Powers and other Government Orders issued by the Government from time to time will apply None 1718868222000 0 None None ELIGIBILITY Tenderer shall obtain the work done certificate in the prescribed Format from the competent authority not below the rank of Executive Engineer (District Level Officer) and scan the original certificates and attach the scanned file to the tender. The original certificate shall be produced at the time of opening of Technical Bids for physical verification. None 1718868296000 1 None None ELIGIBILITY The Item Rates quoted shall include cost of Royalty charges on constructive materials & other taxes as per the rates prevailing Government Orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading with all leads and lifts, labour , hire charges of machinery & equipment etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer- in-charge of the work. None 1718868355000 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 1718868384000 0 None None ELIGIBILITY WHEN THE CONTRACT MANAGEMENT BECOMES OPERATIONAL THE BIDDER SHALL PAY AN AMOUNT EQUIVALENT TOTHE TENDER PROCESSING FEE None 1718868407000 0 None None ELIGIBILITY The contractor shall furnish an affidavit stating that the exiting committiments, Furnished are true & if found false action may be taken as per Rules. None 1718868448000 0 None None ELIGIBILITY Any dispute or difference or claim arising out of, or in connection with, or relating to the present contract or the breach, termination or invalidity thereof shall be referred and settled under the Arbitration Centre - Karnataka (Domestic &International) Rules 2012, by one or more arbitrators appointed in accordance with its rules None 1718868468000 0 None None ELIGIBILITY Defect and liability period 1 (One) years from date of completion of this work None 1718868497000 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 1718868539000 1 None None ELIGIBILITY The period for completion of work is 06 (SIX) months including the monsoon season. None 1718868570000 0 None None ELIGIBILITY 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. None 1718868592000 0 None None ELIGIBILITY Name, Address, telephone No., Fax No., and email ID of the Tenderers Bankers None 1718868687000 0 None None ELIGIBILITY The proposed methodology and program of construction, backed with equipment lanning 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 tipulated period of completion. None 1718868700000 0 None None ELIGIBILITY Latest Income Tax Clearance Certificate None 1718868712000 0 None None ELIGIBILITY Assessed Tender Capacity shall be more than the Tendered Amount None 1718868724000 1 None None ELIGIBILITY Information on works for which Tenders have been submitted and works which are yet. None 1718868747000 0 None None ELIGIBILITY Report on the financial standing of the tenderer, such as profit and loss statements and auditors report for the last five years None 1718868894000 0 None None ELIGIBILITY If any damage Occurs during construction of work contractor should pay the expenditure None 1718868943000 0 None None ELIGIBILITY If contractor claims less than the amount put to tender, the contractor has to pay less DD in the name of Executive Engineer, Project Division, Raichur from the Nationalized bank and to upload the scan copy. If not uploaded tenderer will be rejected None 1718868978000 0 None None ELIGIBILITY Contractor will be dis-qualified if, Made misleading or false representations in the forms, statements and attachments submitted in proof of the qualification requirements. None 1718869017000 0 None None ELIGIBILITY Contractor will be dis-qualified if, Record of poor performance such as abandoning the works, not properly completing the contract, inordinate delays in completion, litigation history, or financial failures etc None 1718869064000 0 None None ELIGIBILITY Contractor will be dis-qualified if, Participated in the previous Tender for the same work and had quoted unreasonably high tender prices and could not furnish rational justification None 1718869084000 0 None None ELIGIBILITY The additional Performance Security for unbalanced bids of Contract is repaid to the Contractor when the construction work is complete. None 1718869112000 0 None None ELIGIBILITY Security deposit deducted from each bill will be returned to the contractor after the completion of work, and Performance Security Deposit (Submitted during LOA) will be return after the DLP period i.e., one year after completion. None 1718869122000 0 None None ELIGIBILITY Conditional LOC (Line of Credit) not allowed None 1718869131000 0 None None ELIGIBILITY Field Lab / Mobile Lab is compulsory for above 1 crore road works None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None Mandating satisfactory completion as a prime contractor for at least one similar work amounting Rs.75.60 lakhs (to an extent of 50% of the cost of the work, for all works consisting up to and Rs.100.00 Lakh) from 2019-20 to 2023-24 Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the following minimum quantities of work as per bid document. (80% of peak rate of construction)Earth work excavation:8.4 cum,Subgrade and shoulders:1565.53 cum,WBM:660.008cum,CC:1385.56Cum,Steel:0.4856MT (from 2019-20 to 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Tenderer contractor License should be a registered in PWD Class3 and above contractor. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Requirement of specified key and critical equipment for this work Machineries to be owned / Leased is not required. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Satisfactory Performance Certificate None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract Rs.302.40 Lakhs (usually not less than the estimated cost under this contract) from 2019-20 to 2023-24 Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets and availability of credit facilities of no less than Rs. 75.60 Lakhs.(Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc. usually the equivalent of the estimated cash flow for three months in the peak construction period). Conditional LOC not allowed. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Any other Documents as per standard bid document Others Bid Document createdTs version createdDate modifiedDate documentName None None None None Others -- Bid Document
tenderCriterionDocumentList	documentName optional documentTypeText Class-3 & above contrctor Registration Certificate True Technical Bid Similar nature of Work Done Certificate from 2019-20 to 2023-24 True Technical Bid Work Done Certificates executed in any one year from 2019-20 to 2023-24 True Technical Bid Annual Turnover Certificate from 2019-20 to 2023-24 True Technical Bid Banker certificate LOC True Technical Bid any other documents as per Bid document True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1718887312000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer PMGSY DIVISION RAICHUR street None city RAICHUR state Karnataka pin 584101
tenderRecallDTO	None