createdTs	None
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noticeInvitingTenderDTO	createdTs 1707208693724 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 4990.00 emd 299400.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 21-02-2024 16:00:00 tenderQueryClose 19-02-2024 11:00:00 technicalBidOpen 22-02-2024 16:30:00 publishedDate 07-02-2024 19:38:33 publishedByPost PWD_EE_DIV_RCR publishedByUser KPE15695 - K SHANKAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 12-02-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Chandrashekar TA 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 08532225778 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1707208693758 version 8 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT7993 title Construction of CC Road & RCC Drain in Dinni, Garaldinni, Mamadapur, Nelahal and Marchetal Villages in Raichur Rural Constituency. In Raichur taluka, Raichur District. Under KKRDB - MICRO - SCP (Non-Social) Fund For the year 2023-24. Work code RCH2317241105 description Construction of CC Road & RCC Drain in Dinni, Garaldinni, Mamadapur, Nelahal and Marchetal Villages in Raichur Rural Constituency. In Raichur taluka, Raichur District. Under KKRDB - MICRO - SCP (Non-Social) Fund For the year 2023-24. Work code RCH2317241105. category WORKS categoryText Works ecv 19953711.21 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1695 locationName PWD Division Office Raichuru provisionalAmount 23753000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/SDR/KKRDB/SCP/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1707208694000 1 None None Roads Construction of CC Road & RCC Drain in Dinni Village 5041198.49 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2461186 74409 None V-1 1.14.1 P No 8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 632.1 False None None False None False 67697.91 0 2461187 74409 None V-1 2.1.3 P No 15 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 14.4 False None None False None False 90553.68 0 2461188 74409 None V-1 2.2.1 P No 15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6601.35 6601.35 54.9 False None None False None False 362414.115 0 2461189 74409 None Corrgendum 3 Pg 02 Additionalities of Formwork, centring and scaffoldng For foundaton, sub structure of cross dranages of Cement Concrete Drains at 35% Cum 2310.0 2310.0 54.9 False None None False None False 126819.0 0 2461190 74409 None V-1 2.11.h P No 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 82961.55 82961.55 2.67 False None None False None False 221507.3385 0 2461191 74409 None V-3 3.6 P No 17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 597.6 False None None False None False 309347.64 0 2461192 74409 None V-3 4.1.v P No 23 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. Cum 2611.35 2611.35 251.25 False None None False None False 656101.6875 0 2461193 74409 None V-3 4.17 P No 26 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 roller to achieve the desired density. Cum 2686.95 2686.95 251.25 False None None False None False 675096.1875 0 2461194 74409 None V-3 16.27 P No 149 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 6692.7 376.86 False None None False None False 2522210.922 0 2461195 74409 None V-3 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 No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1707208694000 1 None None Roads Construction of CC Road & RCC Drain in Garaldinni Village 3153360.45 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2461196 74410 None V-1 1.14.1 P No 8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 557.25 False None None False None False 59681.475 0 2461197 74410 None V-3 3.6 P No 17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 236.15 False None None False None False 122243.0475 0 2461198 74410 None V-3 4.1.v P No 23 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. Cum 2611.35 2611.35 185.75 False None None False None False 485058.2625 0 2461199 74410 None V-3 4.17 P No 26 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 roller to achieve the desired density. Cum 2686.95 2686.95 185.75 False None None False None False 499100.9625 0 2461200 74410 None V-3 16.27 P No 149 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 6692.7 295.52 False None None False None False 1977826.704 0 2461201 74410 None V-3 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 No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1707208694000 1 None None Roads Construction of CC Road & RCC Drain in Mamadapur Village 4198085.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2461202 74411 None V-1 1.14.1 P No 8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 731.43 False None None False None False 78336.153 0 2461203 74411 None V-1 2.1.3 P No 15 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 63.66 False None None False None False 400322.727 0 2461204 74411 None V-1 2.2.1 P No 15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6601.35 6601.35 162.9 False None None False None False 1075359.915 0 2461205 74411 None Corrgendum 3 Pg 02 Additionalities of Formwork, centring and scaffoldng For foundaton, sub structure of cross dranages of Cement Concrete Drains at 35% Cum 2310.0 2310.0 162.9 False None None False None False 376299.0 0 2461206 74411 None V-1 2.11.h P No 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 82961.55 82961.55 10.83 False None None False None False 898473.5865 0 2461207 74411 None V-3 3.6 P No 17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 260.1 False None None False None False 134640.765 0 2461208 74411 None V-3 4.1.v P No 23 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. Cum 2611.35 2611.35 66.75 False None None False None False 174307.6125 0 2461209 74411 None V-3 4.17 P No 26 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 roller to achieve the desired density. Cum 2686.95 2686.95 66.75 False None None False None False 179353.9125 0 2461210 74411 None V-3 16.27 P No 149 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 6692.7 100.12 False None None False None False 670073.124 0 2461211 74411 None V-3 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 No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 2461212 74411 None V-3 19.9.2 P No 187 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin-charge. In cement mortar. Cum 1768.2 1768.2 113.94 False None None False None False 201468.708 0 1707208694000 1 None None Roads Construction of CC Road & RCC Drain in Nelahal Village 2520672.82 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2461213 74412 None V-1 1.14.1 P No 8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 375.0 False None None False None False 40162.5 0 2461214 74412 None V-1 2.1.3 P No 15 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 28.0 False None None False None False 176076.6 0 2461215 74412 None V-1 2.2.1 P No 15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6601.35 6601.35 32.4 False None None False None False 213883.74 0 2461216 74412 None Corrgendum 3 Pg 02 Additionalities of Formwork, centring and scaffoldng For foundaton, sub structure of cross dranages of Cement Concrete Drains at 35% Cum 2310.0 2310.0 32.4 False None None False None False 74844.0 0 2461217 74412 None V-1 2.11.h P No 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 82961.55 82961.55 2.18 False None None False None False 180856.179 0 2461218 74412 None V-3 3.6 P No 17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 105.0 False None None False None False 54353.25 0 2461219 74412 None V-3 4.1.v P No 23 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. Cum 2611.35 2611.35 105.0 False None None False None False 274191.75 0 2461220 74412 None V-3 4.17 P No 26 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 roller to achieve the desired density. Cum 2686.95 2686.95 105.0 False None None False None False 282129.75 0 2461221 74412 None V-3 16.27 P No 149 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 6692.7 181.5 False None None False None False 1214725.05 0 2461222 74412 None V-3 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 No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1707208694000 1 None None Roads Construction of CC Road & RCC Drain in Marchetal Village in Raichur Rural Constituency. 5040393.96 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2461223 74413 None V-1 1.14.1 P No 8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 255.19 False None None False None False 27330.849 0 2461224 74413 None V-1 2.1.3 P No 15 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 6288.45 239.26 False None None False None False 1504574.547 0 2461225 74413 None V-1 2.2.1 P No 15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6601.35 6601.35 94.2 False None None False None False 621847.17 0 2461226 74413 None Corrgendum 3 Pg 02 Additionalities of Formwork, centring and scaffoldng For foundaton, sub structure of cross dranages of Cement Concrete Drains at 35% Cum 2310.0 2310.0 94.2 False None None False None False 217602.0 0 2461227 74413 None V-1 2.11.h P No 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 82961.55 82961.55 5.88 False None None False None False 487813.914 0 2461228 74413 None V-3 3.6 P No 17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 43.2 False None None False None False 22362.48 0 2461229 74413 None V-3 16.27 P No 149 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 6692.7 315.0 False None None False None False 2108200.5 0 2461230 74413 None V-3 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 No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 2461231 74413 None V-5 16.3.7 P No 188 Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP-3 Pipe 600mm dia m 3297.0 3297.0 12.5 False None None False None False 41212.5 0 1707217515000 1 None None Roads Construction of CC Road & RCC Drain in Dinni, Garaldinni, Mamadapur, Nelahal and Marchetal Villages in Raichur Rural Constituency. In Raichur taluka, Raichur District. Under KKRDB - MICRO - SCP (Non-Social) Fund For the year 2023-24. Work code RCH2317241105 19953711.21 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2468956 74626 None V-1 1.14.1 P No 8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 632.1 False None None False None False 67697.91 0 2468966 74626 None V-1 1.14.1 P No 8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 557.25 False None None False None False 59681.475 0 2468972 74626 None V-1 1.14.1 P No 8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 731.43 False None None False None False 78336.153 0 2468983 74626 None V-1 1.14.1 P No 8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 375.0 False None None False None False 40162.5 0 2468993 74626 None V-1 1.14.1 P No 8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 255.19 False None None False None False 27330.849 0 2468967 74626 None V-3 3.6 P No 17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 236.15 False None None False None False 122243.0475 0 2468957 74626 None V-1 2.1.3 P No 15 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 14.4 False None None False None False 90553.68 0 2468973 74626 None V-1 2.1.3 P No 15 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 63.66 False None None False None False 400322.727 0 2468984 74626 None V-1 2.1.3 P No 15 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 28.0 False None None False None False 176076.6 0 2468994 74626 None V-1 2.1.3 P No 15 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 6288.45 239.26 False None None False None False 1504574.547 0 2468958 74626 None V-1 2.2.1 P No 15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6601.35 6601.35 54.9 False None None False None False 362414.115 0 2468974 74626 None V-1 2.2.1 P No 15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6601.35 6601.35 162.9 False None None False None False 1075359.915 0 2468985 74626 None V-1 2.2.1 P No 15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6601.35 6601.35 32.4 False None None False None False 213883.74 0 2468995 74626 None V-1 2.2.1 P No 15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6601.35 6601.35 94.2 False None None False None False 621847.17 0 2468968 74626 None V-3 4.1.v P No 23 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. Cum 2611.35 2611.35 185.75 False None None False None False 485058.2625 0 2468959 74626 None Corrgendum 3 Pg 02 Additionalities of Formwork, centring and scaffoldng For foundaton, sub structure of cross dranages of Cement Concrete Drains at 35% Cum 2310.0 2310.0 54.9 False None None False None False 126819.0 0 2468969 74626 None V-3 4.17 P No 26 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 roller to achieve the desired density. Cum 2686.95 2686.95 185.75 False None None False None False 499100.9625 0 2468975 74626 None Corrgendum 3 Pg 02 Additionalities of Formwork, centring and scaffoldng For foundaton, sub structure of cross dranages of Cement Concrete Drains at 35% Cum 2310.0 2310.0 162.9 False None None False None False 376299.0 0 2468986 74626 None Corrgendum 3 Pg 02 Additionalities of Formwork, centring and scaffoldng For foundaton, sub structure of cross dranages of Cement Concrete Drains at 35% Cum 2310.0 2310.0 32.4 False None None False None False 74844.0 0 2468996 74626 None Corrgendum 3 Pg 02 Additionalities of Formwork, centring and scaffoldng For foundaton, sub structure of cross dranages of Cement Concrete Drains at 35% Cum 2310.0 2310.0 94.2 False None None False None False 217602.0 0 2468987 74626 None V-1 2.11.h P No 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 82961.55 82961.55 2.18 False None None False None False 180856.179 0 2468970 74626 None V-3 16.27 P No 149 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 6692.7 295.52 False None None False None False 1977826.704 0 2468960 74626 None V-1 2.11.h P No 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 82961.55 82961.55 2.67 False None None False None False 221507.3385 0 2468976 74626 None V-1 2.11.h P No 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 82961.55 82961.55 10.83 False None None False None False 898473.5865 0 2468997 74626 None V-1 2.11.h P No 18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 82961.55 82961.55 5.88 False None None False None False 487813.914 0 2468971 74626 None V-3 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 No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 2468961 74626 None V-3 3.6 P No 17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 597.6 False None None False None False 309347.64 0 2468977 74626 None V-3 3.6 P No 17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 260.1 False None None False None False 134640.765 0 2468988 74626 None V-3 3.6 P No 17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 105.0 False None None False None False 54353.25 0 2468998 74626 None V-3 3.6 P No 17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 43.2 False None None False None False 22362.48 0 2468999 74626 None V-3 16.27 P No 149 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 6692.7 315.0 False None None False None False 2108200.5 0 2468962 74626 None V-3 4.1.v P No 23 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. Cum 2611.35 2611.35 251.25 False None None False None False 656101.6875 0 2468978 74626 None V-3 4.1.v P No 23 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. Cum 2611.35 2611.35 66.75 False None None False None False 174307.6125 0 2468989 74626 None V-3 4.1.v P No 23 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. Cum 2611.35 2611.35 105.0 False None None False None False 274191.75 0 2468979 74626 None V-3 4.17 P No 26 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 roller to achieve the desired density. Cum 2686.95 2686.95 66.75 False None None False None False 179353.9125 0 2468963 74626 None V-3 4.17 P No 26 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 roller to achieve the desired density. Cum 2686.95 2686.95 251.25 False None None False None False 675096.1875 0 2468990 74626 None V-3 4.17 P No 26 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 roller to achieve the desired density. Cum 2686.95 2686.95 105.0 False None None False None False 282129.75 0 2469000 74626 None V-3 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 No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 2469001 74626 None V-5 16.3.7 P No 188 Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP-3 Pipe 600mm dia m 3297.0 3297.0 12.5 False None None False None False 41212.5 0 2468991 74626 None V-3 16.27 P No 149 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 6692.7 181.5 False None None False None False 1214725.05 0 2468980 74626 None V-3 16.27 P No 149 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 6692.7 100.12 False None None False None False 670073.124 0 2468964 74626 None V-3 16.27 P No 149 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 6692.7 376.86 False None None False None False 2522210.922 0 2468965 74626 None V-3 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 No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 2468981 74626 None V-3 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 No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 2468992 74626 None V-3 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 No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 2468982 74626 None V-3 19.9.2 P No 187 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin-charge. In cement mortar. Cum 1768.2 1768.2 113.94 False None None False None False 201468.708 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1707208700000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1707208700000 1 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 kppp portal due to internet connectivity issues and technical glitches at bidders end. None 1707208700000 1 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders. None 1707218329000 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 1707218369000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1707218382000 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 1707218393000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1707218404000 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 1707218420000 0 None None ELIGIBILITY Bidders are advised to note that, 18% GST will be added to the contract amount. None 1707218430000 0 None None ELIGIBILITY The Increse in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1707218442000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected None 1707218465000 0 None None ELIGIBILITY If the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause. None 1707218541000 1 None None ELIGIBILITY The work should be completed in 06 (Six) Months ( including monsoon). None 1707218576000 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 1707218600000 0 None None ELIGIBILITY All the specifications in the commercial bid format please be read as with all leads and lifts etc., complete as per specification and as directed by the engineer-in-charge. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None 3.2. To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-19 to 2022-23) , (b) Satisfactory completion as a prime contractor for at least one similar nature of work to an extent of 50% of the cost of the work. Rs. 99.77 Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.2. To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-18 to 2022-23) (c) Executed in any one year (for a continuous period of 12 months), the minimum quantities of work: (usually 80% of annual rate or requirement) (a) Earthwork excavation /Subgrade/Embankment : 3034 cum (b) GSB : 488.00 Cum (c) WMM / WBM : 488.00 Cum (d) PCC / RCC : 1568.00 Cum (e) Reinforcement Steel : 18.00 Tons. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Quantitywise workdone certificate None None None None List of existing commitments and ongoing works Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- existing commitments and ongoing works None None None None 3.2 To qualify for award of this contract, each tenderer in its name should have in the last five years i.e. 2018-19 to 2022-23) (a) achieved in at least TWO financial years and average financial turnover (in all classes of civil engineering construction works only) not less than the estimated annual payments under this contract i.e Rs. 399.07 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Assessed Tender Capacityshall be more than the Tendered Amount Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Assessed Tender Capacity None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports 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 3.3 (b). Liquid assets and or availability of credit facilities of not less than Rs. 99.77 Lakhs. (Credit lines / Letter of credit / Certificates from Banks) for meeting the fund requirement etc. (usually the equivalent of the estimate cash flow for three months in peak construction period. ( NEW FORMAT ENCLOSED AS PER GOVT CIRCULAR NO.FDCAM/16/2022(K-2) DATED:-22-08-2022. Others Line of credit / Bankers certificate createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None List of works for which tenders already submitted Others tenders already submitted list createdTs version createdDate modifiedDate documentName None None None None Others -- tenders already submitted list None None None None Banker Details for reference Others Legal status createdTs version createdDate modifiedDate documentName None None None None Others -- Bankers details 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 Others key technical and management personnel createdTs version createdDate modifiedDate documentName None None None None Others -- Qualification and experience of the key technical and management personnel None None None None TENDERER MUST SUBMIT PWD REGISTRATION CERTIFICATE Others PWD Registration certificate createdTs version createdDate modifiedDate documentName None None None None Others -- PWD Registration certificate
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid PWD Registration Certificate True Technical Bid Similar nature of single work done certificate True Technical Bid Quantitywise workdone certificate True Technical Bid Line of credit / Bankers certificate True Technical Bid Existing commitments or Ongoing works True Technical Bid Any other relevant documents True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Raichuru Raichuru Raichur RAICHUR Raichur None None None None None None Roads Raichuru Raichuru Raichur RAICHUR Raichur None None None None None None Roads Raichuru Raichuru Raichur RAICHUR Raichur None None None None None None Roads Raichuru Raichuru Raichur RAICHUR Raichur None None None None None None Roads Raichuru Raichuru Raichur RAICHUR Raichur None None None None None None
tenderAddress	createdTs 1707224043000 version 0 createdDate None modifiedDate None blockNumber Office of the Executive Engineer, PWD Division, RAICHUR-584101. street None city RAICHUR state Karnataka pin 584101
tenderRecallDTO	None