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noticeInvitingTenderDTO	createdTs 1722767220995 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 900.00 emd 80000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 20-08-2024 17:30:00 tenderQueryClose 20-08-2024 16:00:00 technicalBidOpen 23-08-2024 11:00:00 publishedDate 04-08-2024 17:06:38 publishedByPost TMC_CO_ALN publishedByUser KPE14414 - SANGAMESH bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Jagadishchandra splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 8277671008 tenderSupplierList None
tenderSchedule	createdTs 1722767221027 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/OW/WORK_INDENT24687 title Construction of CC Road Drain Compond Wall and Roof Slab Works at Various Places in Aland description Construction of CC Road Drain Compound Wall and Roof Slab Works at Various Places in Aland Under 15th Finance Untied Grant 2024-15 category WORKS categoryText Works ecv 3564322.36 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2315 locationName DMA Town Municipal Council Alanda provisionalAmount 4250000.0 groupOverheadTotal None fileNumber No/TMCAld/15thfcUntied/2024-25/P1
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1722767221000 0 None None Other Works Construction of Compound Wall to Sharan Nagar GPS School at Wno 08 419631.59 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687280 135283 None 001 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means PWD SR 2023-24 It. No. 2.8(a) Pg. No. 10 Vol3 34 Nos 189.0 189.0 34.2 False None None False None False 6463.8 0 3687281 135283 None 002 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 PWD SR 2023-24 It. No. 1.14 Pg. No. 8 Vol Cum 107.1 107.1 45.86 False None None False None False 4911.606 0 3687282 135283 None 003 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 PWD SR 2022-23 It. No. 2.1.3 Pg. No. 15 Vol-1 Cum 5947.2 5947.2 1.51 False None None False None False 8980.272 0 3687283 135283 None 004 Providing coursed rubble masonry (first sort) with hard stone in foundation and plinth with cement mortar 1:6 (1 cement:6 course sand) PWD CSR 2023-24 Vol-II It. No. 5.2 Pg. No. 9 Cum 6948.9 6948.9 7.09 False None None False None False 49267.701 0 3687284 135283 None 005 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 PWD SR 2023-24 It. No. 2.2 Pg. No. 15 Vol-2 Cum 6601.35 6601.35 6.3 False None None False None False 41588.505 0 3687285 135283 None 006 Appendix-I Additionalities for formwork centering and scaffolding foundation upt plinth (b) All other tyes Pg. No. 115 Item NO. 1(a) Vol-1 Add 3% for centering Cum 198.04 198.04 6.3 False None None False None False 1247.652 0 3687286 135283 None 007 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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 PWD SR 2023-24 It. No. 2.5 Pg. No. 17 Vol-1 Cum 6961.5 6961.5 2.51 False None None False None False 17473.365 0 3687287 135283 None 008 Appendix-I Additionalities for form work centering and scaffolding columns and piers - PWD CSR Pg. NO. 115 Item No. 8 Vol-1 Add 70% for centering Cum 4873.05 4873.05 2.51 False None None False None False 12231.3555 0 3687288 135283 None 009 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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 PWD SR 2023-24 It. No. 2.5 Pg. No. 17 Vol-1 Cum 6961.5 6961.5 2.42 False None None False None False 16846.83 0 3687289 135283 None 0010 Appendix-I Additionalities for formwork, centering and scaffolding beams and lintels of building PWD CSR Pg. No. 115 Item No. 12 and 13 Vol-I Add 60% for centering Cum 4176.9 4176.9 2.42 False None None False None False 10108.098 0 3687290 135283 None 0011 Supplying, fitting and placing TMT Fe 550/550D Steel reinfoprcement including cost of all materials machinery labour, cleaning straightening, cutting bending, hooking, laping/ welding joints tyingwith binding wire/soft annealed steel wire and other ancilary operations complete as per drawing and technical specification building - PWD CSR 2023-24 V-II It. No. 2.11 Pg. No. 13 Cum 93929.85 93929.85 1.07 False None None False None False 100504.9395 0 3687291 135283 None 0012 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. PWD SR 2023-24 Vol-2 It. No. 6.7 Pg. No.13 Cum 8621.55 8621.55 9.66 False None None False None False 83284.173 0 3687292 135283 None 0013 Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. PWD SR 2023-24 It. No. 11.1 Pg. No. 77 Vol.2 Kgs 111.3 111.3 157.5 False None None False None False 17529.75 0 3687293 135283 None 0014 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. PWD SR 2023-24 It. No. 8.8 Pg. No. 42 Vol-2 Sqm 389.55 389.55 84.0 False None None False None False 32722.2 0 3687294 135283 None 0015 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 g/L as per specifications and as per directions of Engineer in charge. PWD SR 2023-24 It. No. 8.55.1 Pg. No. 51 Vol-II Sqm 58.8 58.8 84.0 False None None False None False 4939.2 0 3687295 135283 None 0016 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 g/L, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. PWD SR 2023-24 It. No. 8.5.32 Pg. No. 50 Vol-2 Sqm 103.95 103.95 84.0 False None None False None False 8731.8 0 3687296 135283 None 0017 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.- PWD SR 2023-24 It. No. 8.39 Pg. No. 48 Sqm 133.35 133.35 21.0 False None None False None False 2800.35 0 1722767221000 0 None None Other Works Construction of CC Road From Revansiddeshwar Colony to Ibrahim Masjid At Wno 13 420107.23 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687297 135284 None 001 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. PWD SR 2023-24 It. No. 3.7 Pg. No. 16 Vol 3 Sqm 110.0 110.0 40.32 False None None False None False 4435.2 0 3687298 135284 None 002 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 & other appurtenances required to complete the work. PWD SR 2023-24 It.No.1.1 Pg.No.5 Vol-1 Cum 95.55 95.55 80.64 False None None False None False 7705.152 0 3687299 135284 None 003 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. PWD SR 2023-24 It. No. 1.8 Pg. No.7 Vol-1 Cum 497.7 497.7 33.6 False None None False None False 16722.72 0 3687300 135284 None 004 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401For Grading -V Material PWD SR 2023-24 It. No. 4.2 Pg. No. 23 Cum 2476.95 2476.95 31.5 False None None False None False 78023.925 0 3687301 135284 None 005 Construction of dry lean cement concrete sub base over a prepared sub grade with coarse andfine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm aggregate cement ratio not to exceed 12:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3, optimum moisture content to be determined during trial length construction concrete strength not to be less than 7 Mpa at 7 days mixed in a batching plant transported to site, laid with a paer with electronic sensor compacting with 8-10 t vibratory roller finishing and curing - PWD SR 2023-24 It. No. 6.3 Pg. No. 49 Vol-3 Cum 4971.75 4971.75 31.5 False None None False None False 156610.125 0 3687302 135284 None 006 Construction of un reinforced plain cement concrete paement using RMC M-30 grade with OPC at 270 kg/ m3 and GGBS @ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared su base. The superplasticiser conforming to IS 9103-1999 reaffirmed-2008 coarse aggregates and fine aggregate conforming to IS 383-2016, transported to site, laid in apprved fixed side form work (steel channel laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work spreading the concrete with shovels, rackers and compacted using needle, suitale plate vibrator and finished in a contineous operation including provision of seperation membrane and Hessian cloth finishing to lines and grades complete including cost of al materials labour all lead and lift loading charges as per specification and direction of Engineer incharge of the work - PWD SR 2023-24 It. No. 6.6 Pg. No. 51 Vol-3 Cum 4971.75 4971.75 31.5 False None None False None False 156610.125 0 1722767221000 0 None None Other Works Construction Of CC Road From Sajiv Kumar Devanur house to Shanta Shir house at wno 07 335551.12 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687303 135285 None 001 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. PWD SR 2023-24 It. No. 3.7 Pg. No. 16 Vol 3 Sqm 110.0 110.0 33.5 False None None False None False 3685.0 0 3687304 135285 None 002 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 & other appurtenances required to complete the work. PWD SR 2023-24 It.No.1.1 Pg.No.5 Vol-1 Cum 95.55 95.55 67.0 False None None False None False 6401.85 0 3687305 135285 None 003 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. PWD SR 2023-24 It. No. 1.8 Pg. No.7 Vol-1 Cum 497.7 497.7 26.8 False None None False None False 13338.36 0 3687306 135285 None 004 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401For Grading -V Material Cum 2476.95 2476.95 25.13 False None None False None False 62245.7535 0 3687307 135285 None 005 Construction of dry lean cement concrete sub base over a prepared sub grade with coarse andfine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm aggregate cement ratio not to exceed 12:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3, optimum moisture content to be determined during trial length construction concrete strength not to be less than 7 Mpa at 7 days mixed in a batching plant transported to site, laid with a paer with electronic sensor compacting with 8-10 t vibratory roller finishing and curing - PWD SR 2023-24 It. No. 6.3 Pg. No. 49 Vol-3 Cum 4971.75 4971.75 25.13 False None None False None False 124940.0775 0 3687308 135285 None 006 Construction of un reinforced plain cement concrete paement using RMC M-30 grade with OPC at 270 kg/ m3 and GGBS @ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared su base. The superplasticiser conforming to IS 9103-1999 reaffirmed-2008 coarse aggregates and fine aggregate conforming to IS 383-2016, transported to site, laid in apprved fixed side form work (steel channel laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work spreading the concrete with shovels, rackers and compacted using needle, suitale plate vibrator and finished in a contineous operation including provision of seperation membrane and Hessian cloth finishing to lines and grades complete including cost of al materials labour all lead and lift loading charges as per specification and direction of Engineer incharge of the work - PWD SR 2023-24 It. No. 6.6 Pg. No. 51 Vol-3 Cum 4971.75 4971.75 25.13 False None None False None False 124940.0775 0 1722767221000 0 None None Other Works Construction of CC Road at Shekar Sheaksab and Nadim Galli at wno 10 335551.12 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687309 135286 None 001 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. PWD SR 2023-24 It. No. 3.7 Pg. No. 16 Vol 3 Cum 110.0 110.0 33.5 False None None False None False 3685.0 0 3687310 135286 None 002 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 & other appurtenances required to complete the work. PWD SR 2023-24 It.No.1.1 Pg.No.5 Vol-1 Cum 95.55 95.55 67.0 False None None False None False 6401.85 0 3687311 135286 None 003 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. PWD SR 2023-24 It. No. 1.8 Pg. No.7 Vol-1 Cum 497.7 497.7 26.8 False None None False None False 13338.36 0 3687312 135286 None 004 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401For Grading -V Material Cum 2476.95 2476.95 25.13 False None None False None False 62245.7535 0 3687313 135286 None 005 Construction of dry lean cement concrete sub base over a prepared sub grade with coarse andfine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm aggregate cement ratio not to exceed 12:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3, optimum moisture content to be determined during trial length construction concrete strength not to be less than 7 Mpa at 7 days mixed in a batching plant transported to site, laid with a paer with electronic sensor compacting with 8-10 t vibratory roller finishing and curing - PWD SR 2023-24 It. No. 6.3 Pg. No. 49 Vol-3 Cum 4971.75 4971.75 25.13 False None None False None False 124940.0775 0 3687314 135286 None 006 Construction of un reinforced plain cement concrete paement using RMC M-30 grade with OPC at 270 kg/ m3 and GGBS @ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared su base. The superplasticiser conforming to IS 9103-1999 reaffirmed-2008 coarse aggregates and fine aggregate conforming to IS 383-2016, transported to site, laid in apprved fixed side form work (steel channel laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work spreading the concrete with shovels, rackers and compacted using needle, suitale plate vibrator and finished in a contineous operation including provision of seperation membrane and Hessian cloth finishing to lines and grades complete including cost of al materials labour all lead and lift loading charges as per specification and direction of Engineer incharge of the work - PWD SR 2023-24 It. No. 6.6 Pg. No. 51 Vol-3 Cum 4971.75 4971.75 25.13 False None None False None False 124940.0775 0 1722767221000 0 None None Other Works Construction of CC Road From Mashak Ansari Ittangi House to Samdani Ansari House at Wno 11 335551.12 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687315 135287 None 001 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. PWD SR 2023-24 It. No. 3.7 Pg. No. 16 Vol 3 Cum 110.0 110.0 33.5 False None None False None False 3685.0 0 3687316 135287 None 002 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 & other appurtenances required to complete the work. PWD SR 2023-24 It.No.1.1 Pg.No.5 Vol-1 Cum 95.55 95.55 67.0 False None None False None False 6401.85 0 3687317 135287 None 003 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. PWD SR 2023-24 It. No. 1.8 Pg. No.7 Vol-1 Cum 497.7 497.7 26.8 False None None False None False 13338.36 0 3687318 135287 None 004 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401For Grading -V Material Cum 2476.95 2476.95 25.13 False None None False None False 62245.7535 0 3687319 135287 None 005 Construction of dry lean cement concrete sub base over a prepared sub grade with coarse andfine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm aggregate cement ratio not to exceed 12:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3, optimum moisture content to be determined during trial length construction concrete strength not to be less than 7 Mpa at 7 days mixed in a batching plant transported to site, laid with a paer with electronic sensor compacting with 8-10 t vibratory roller finishing and curing - PWD SR 2023-24 It. No. 6.3 Pg. No. 49 Vol-3 Cum 4971.75 4971.75 25.13 False None None False None False 124940.0775 0 3687320 135287 None 006 Construction of un reinforced plain cement concrete paement using RMC M-30 grade with OPC at 270 kg/ m3 and GGBS @ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared su base. The superplasticiser conforming to IS 9103-1999 reaffirmed-2008 coarse aggregates and fine aggregate conforming to IS 383-2016, transported to site, laid in apprved fixed side form work (steel channel laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work spreading the concrete with shovels, rackers and compacted using needle, suitale plate vibrator and finished in a contineous operation including provision of seperation membrane and Hessian cloth finishing to lines and grades complete including cost of al materials labour all lead and lift loading charges as per specification and direction of Engineer incharge of the work - PWD SR 2023-24 It. No. 6.6 Pg. No. 51 Vol-3 Cum 4971.75 4971.75 25.13 False None None False None False 124940.0775 0 1722767221000 0 None None Other Works Construction Of CC Road at Adarsh School Near in Wno 12 335551.12 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687321 135288 None 001 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. PWD SR 2023-24 It. No. 3.7 Pg. No. 16 Vol 3 Cum 110.0 110.0 33.5 False None None False None False 3685.0 0 3687322 135288 None 002 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 & other appurtenances required to complete the work. PWD SR 2023-24 It.No.1.1 Pg.No.5 Vol-1 Cum 95.55 95.55 67.0 False None None False None False 6401.85 0 3687323 135288 None 003 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. PWD SR 2023-24 It. No. 1.8 Pg. No.7 Vol-1 Cum 497.7 497.7 26.8 False None None False None False 13338.36 0 3687324 135288 None 004 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401For Grading -V Material Cum 2476.95 2476.95 25.13 False None None False None False 62245.7535 0 3687325 135288 None 005 Construction of dry lean cement concrete sub base over a prepared sub grade with coarse andfine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm aggregate cement ratio not to exceed 12:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3, optimum moisture content to be determined during trial length construction concrete strength not to be less than 7 Mpa at 7 days mixed in a batching plant transported to site, laid with a paer with electronic sensor compacting with 8-10 t vibratory roller finishing and curing - PWD SR 2023-24 It. No. 6.3 Pg. No. 49 Vol-3 Cum 4971.75 4971.75 25.13 False None None False None False 124940.0775 0 3687326 135288 None 006 Construction of un reinforced plain cement concrete paement using RMC M-30 grade with OPC at 270 kg/ m3 and GGBS @ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared su base. The superplasticiser conforming to IS 9103-1999 reaffirmed-2008 coarse aggregates and fine aggregate conforming to IS 383-2016, transported to site, laid in apprved fixed side form work (steel channel laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work spreading the concrete with shovels, rackers and compacted using needle, suitale plate vibrator and finished in a contineous operation including provision of seperation membrane and Hessian cloth finishing to lines and grades complete including cost of al materials labour all lead and lift loading charges as per specification and direction of Engineer incharge of the work - PWD SR 2023-24 It. No. 6.6 Pg. No. 51 Vol-3 Cum 4971.75 4971.75 25.13 False None None False None False 124940.0775 0 1722767221000 0 None None Other Works Construction of RCC Drain From Moulali Padsali house to Main Drain and Alisa lendaki house to main road and Sambaji house to main road in w.no1 209455.16 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687327 135289 None 001 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 PWD SR 2023-24 It. No. 1.14 Pg. No. 8 Vol.1 Cum 107.1 107.1 33.21 False None None False None False 3556.791 0 3687328 135289 None 002 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD SR 2023-24 It. No. 3.1 Pg. No. 17 Vol-3 Cum 89.25 89.25 33.21 False None None False None False 2963.9925 0 3687329 135289 None 003 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 PWD SR 2022-23 It. No. 2.1.3 Pg. No. 15 Vol-1 Cum 6288.45 6288.45 7.38 False None None False None False 46408.761 0 3687330 135289 None 004 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 PWD SR 2023-24 It. No. 2.2 Pg. No. 15 Vol-2 Cum 6601.35 6601.35 14.76 False None None False None False 97435.926 0 3687331 135289 None 005 Appendix-1 Additionalities for Form work, Centering and Scaffolding Beams & Lintels of Building - PWD SR 2023-24 Pg. No. 112 - Vol-1 Add 35% for centering Cum 2310.47 2310.47 0.44 False None None False None False 1016.6068 0 3687332 135289 None 006 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. PWD SR 2023-24 It. No. 2.11 Pg. No. 19 Vol-1 Cum 82961.55 82961.55 0.7 False None None False None False 58073.085 0 1722767221000 0 None None Other Works Construction of CC Road and RCC Drain From Sidram patil house to sagar hosalli house at wno 04 418517.69 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687333 135290 None 001 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 PWD SR 2023-24 It. No. 1.14 Pg. No. 8 Vol.1 Cum 107.1 107.1 27.84 False None None False None False 2981.664 0 3687334 135290 None 002 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD SR 2023-24 It. No. 3.1 Pg. No. 17 Vol-3 Cum 89.25 89.25 27.84 False None None False None False 2484.72 0 3687335 135290 None 003 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 PWD SR 2022-23 It. No. 2.1.3 Pg. No. 15 Vol-1 Cum 6288.45 6288.45 4.64 False None None False None False 29178.408 0 3687336 135290 None 004 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 PWD SR 2023-24 It. No. 2.2 Pg. No. 15 Vol-2 Cum 6601.35 6601.35 7.83 False None None False None False 51688.5705 0 3687337 135290 None 005 Appendix-1 Additionalities for Form work, Centering and Scaffolding Beams & Lintels of Building - PWD SR 2023-24 Pg. No. 112 - Vol-1 Add 35% for centering Cum 2310.47 2310.47 2.61 False None None False None False 6030.3267 0 3687338 135290 None 006 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. PWD SR 2023-24 It. No. 2.11 Pg. No. 19 Vol-1 Cum 82961.55 82961.55 0.37 False None None False None False 30695.7735 0 3687339 135290 None 007 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. PWD SR 2023-24 It. No. 3.7 Pg. No. 16 Vol 3 Sqm 110.0 110.0 29.0 False None None False None False 3190.0 0 3687340 135290 None 008 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 & other appurtenances required to complete the work. PWD SR 2023-24 It.No.1.1 Pg.No.5 Vol-1 Cum 95.55 95.55 58.0 False None None False None False 5541.9 0 3687341 135290 None 009 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. PWD SR 2023-24 It. No. 1.8 Pg. No.7 Vol-1 Cum 497.7 497.7 26.1 False None None False None False 12989.97 0 3687342 135290 None 0010 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401For Grading -V Material PWD SR 2023-24 It. No. 4.2 Pg. No. 23 Vol-3 Cum 2476.95 2476.95 23.2 False None None False None False 57465.24 0 3687343 135290 None 0011 Construction of dry lean cement concrete sub base over a prepared sub grade with coarse andfine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm aggregate cement ratio not to exceed 12:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3, optimum moisture content to be determined during trial length construction concrete strength not to be less than 7 Mpa at 7 days mixed in a batching plant transported to site, laid with a paer with electronic sensor compacting with 8-10 t vibratory roller finishing and curing - PWD SR 2023-24 It. No. 6.3 Pg. No. 49 Vol-3 Cum 4971.75 4971.75 21.75 False None None False None False 108135.5625 0 3687344 135290 None 0012 Construction of un reinforced plain cement concrete paement using RMC M-30 grade with OPC at 270 kg/ m3 and GGBS @ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared su base. The superplasticiser conforming to IS 9103-1999 reaffirmed-2008 coarse aggregates and fine aggregate conforming to IS 383-2016, transported to site, laid in apprved fixed side form work (steel channel laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work spreading the concrete with shovels, rackers and compacted using needle, suitale plate vibrator and finished in a contineous operation including provision of seperation membrane and Hessian cloth finishing to lines and grades complete including cost of al materials labour all lead and lift loading charges as per specification and direction of Engineer incharge of the work - PWD SR 2023-24 It. No. 6.6 Pg. No. 51 Vol-3 Cum 4971.75 4971.75 21.75 False None None False None False 108135.5625 0 1722767221000 0 None None Other Works Construction of CC Road and RCC Drain near Gas Shop at Madgumpur Colony wno 09 335852.73 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687345 135291 None 001 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 PWD SR 2023-24 It. No. 1.14 Pg. No. 8 Vol.1 Cum 107.1 107.1 22.32 False None None False None False 2390.472 0 3687346 135291 None 002 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD SR 2023-24 It. No. 3.1 Pg. No. 17 Vol-3 Cum 89.25 89.25 22.32 False None None False None False 1992.06 0 3687347 135291 None 003 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 PWD SR 2022-23 It. No. 2.1.3 Pg. No. 15 Vol-1 Cum 6288.45 6288.45 3.72 False None None False None False 23393.034 0 3687348 135291 None 004 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 PWD SR 2023-24 It. No. 2.2 Pg. No. 15 Vol-2 Cum 6601.35 6601.35 6.28 False None None False None False 41456.478 0 3687349 135291 None 005 Appendix-1 Additionalities for Form work, Centering and Scaffolding Beams & Lintels of Building - PWD SR 2023-24 Pg. No. 112 - Vol-1 Add 35% for centering Cum 2310.47 2310.47 2.09 False None None False None False 4828.8823 0 3687350 135291 None 006 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. PWD SR 2023-24 It. No. 2.11 Pg. No. 19 Vol-1 Cum 82961.55 82961.55 0.3 False None None False None False 24888.465 0 3687351 135291 None 007 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. PWD SR 2023-24 It. No. 3.7 Pg. No. 16 Vol 3 Sqm 110.0 110.0 23.25 False None None False None False 2557.5 0 3687352 135291 None 008 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 & other appurtenances required to complete the work. PWD SR 2023-24 It.No.1.1 Pg.No.5 Vol-1 Cum 95.55 95.55 46.5 False None None False None False 4443.075 0 3687353 135291 None 009 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. PWD SR 2023-24 It. No. 1.8 Pg. No.7 Vol-1 Cum 497.7 497.7 20.93 False None None False None False 10416.861 0 3687354 135291 None 0010 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401For Grading -V Material PWD SR 2023-24 It. No. 4.2 Pg. No. 23 Vol-3 Cum 2476.95 2476.95 18.6 False None None False None False 46071.27 0 3687355 135291 None 0011 Construction of dry lean cement concrete sub base over a prepared sub grade with coarse andfine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm aggregate cement ratio not to exceed 12:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3, optimum moisture content to be determined during trial length construction concrete strength not to be less than 7 Mpa at 7 days mixed in a batching plant transported to site, laid with a paer with electronic sensor compacting with 8-10 t vibratory roller finishing and curing - PWD SR 2023-24 It. No. 6.3 Pg. No. 49 Vol-3 Cum 4971.75 4971.75 17.44 False None None False None False 86707.32 0 3687356 135291 None 0012 Construction of un reinforced plain cement concrete paement using RMC M-30 grade with OPC at 270 kg/ m3 and GGBS @ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared su base. The superplasticiser conforming to IS 9103-1999 reaffirmed-2008 coarse aggregates and fine aggregate conforming to IS 383-2016, transported to site, laid in apprved fixed side form work (steel channel laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work spreading the concrete with shovels, rackers and compacted using needle, suitale plate vibrator and finished in a contineous operation including provision of seperation membrane and Hessian cloth finishing to lines and grades complete including cost of al materials labour all lead and lift loading charges as per specification and direction of Engineer incharge of the work - PWD SR 2023-24 It. No. 6.6 Pg. No. 51 Vol-3 Cum 4971.75 4971.75 17.44 False None None False None False 86707.32 0 1722767221000 0 None None Other Works Construction of Roof Slab to Community Hall at Dadapeer grave yard at wno 05 418553.48 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687357 135292 None 001 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 PWD SR 2023-24 It. No. 2.2 Pg. No. 15 Vol-2 Cum 6601.35 6601.35 32.63 False None None False None False 215402.0505 0 3687358 135292 None 002 Appendix-1 Additionalities for Form work, Centering and Scaffolding Beams & Lintels of Building - PWD SR 2023-24 Pg. No. 112 - Vol-1 Add 35% for centering Cum 2310.47 2310.47 32.63 False None None False None False 75390.6361 0 3687359 135292 None 003 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. PWD SR 2023-24 It. No. 2.11 Pg. No. 19 Vol-1 Cum 82961.55 82961.55 1.54 False None None False None False 127760.787 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1722767222000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1722767222000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1722767222000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1722767222000 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 1722767222000 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
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None 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 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 Proposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached) None None None None None None Bidder should enclose Satisfactory supplied and Performance Experience Certificate work done and performance certificate) of having supplied atleast of in any one financial year or continour 12 months of value not less than Rs 21.25 Lakhs to Government of Karnataka /Government of India/ PSUs/ Government Local Bodies, Government Boards in any one year in the last three years (2021-22, 2022-23&2023-24) and the 01 machines should have worked in good condition satisfactorily for at least 02 Years 2022-23&2023-24. The same should be mentioned in the performance certificate. The same will be physically verified by the tenderer to ensure performance of the equipment. If found unsatisfied by the purchaser, then it will be considered technically not qualified Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Provide copy of minimum 3 works of similar nature(i.e. highest price) work done in any ULB in the past three years and should completed 80% of the cost of work. (Executed in any one year for a continuous period of 12 months) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Bidder should have achieved a minimum of Rs.84.00 Lakhs (Eastimate cost) turnover in any One of the last five Financial years. From 2019-20 to 2023-24The Charted Accountant certified turnover certificate with UDIN should be uploaded Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Income Tax Returns for the Financial Year 2019-20 , 2020-21 & 2023-24 should be uploaded. Balance sheet/profit & loss statement/Income tax returns statements for the same, certified by the Auditor Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets and or availability of credit facilities of not less than Rs 12.75 lakhs (Credit lines/ letters of credit/ certificates from banks for meeting the fund requirement etc. 30 percent of contrct amount, in the prescribed formate given. Conditional Line of credit will not be accepted Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText Eligible Registered PWD Contractor Registration Certificate True Technical Bid Last Five Year Annual Turn over certificate achieved in atleast 2 financial year an average annual turn over the for the amount estimate cost Rs.85.00 lakhs True Technical Bid Similar Nature of Work Done Certificate at least 50percent of Est Cost True Technical Bid GST Registration and Pan Card True Technical Bid Liquid asset and or availability of credit facility of not 30 percent of the est cost Of Rs 12.75 Lakhs True Technical Bid Remaining as per tender documents True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Other Works Kalaburagi Alanda Gulbarga ALLAND Aland None None None None None None Other Works Kalaburagi Alanda Gulbarga ALLAND Aland None None None None None None Other Works Kalaburagi Alanda Gulbarga ALLAND Aland None None None None None None Other Works Kalaburagi Alanda Gulbarga ALLAND Aland None None None None None None Other Works Kalaburagi Alanda Gulbarga ALLAND ALAND None None None None None None Other Works Kalaburagi Alanda Gulbarga ALLAND ALAND None None None None None None Other Works Kalaburagi Alanda Gulbarga ALLAND ALAND None None None None None None Other Works Kalaburagi Alanda Gulbarga ALLAND ALAND None None None None None None Other Works Kalaburagi Alanda Gulbarga ALLAND ALAND None None None None None None Other Works Kalaburagi Alanda Gulbarga ALLAND ALAND None None None None None None
tenderAddress	None
tenderRecallDTO	None