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noticeInvitingTenderDTO	createdTs 1722768318851 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy RESERVED invitingStrategyText Reserved taxType INCLUSIVE_TAX tenderFee 980.00 emd 45500.00 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 17:04:02 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 1722768318889 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/OW/WORK_INDENT24753 title Construction of CC Road Drain Compond Wall and Works at Various Places in Aland description Construction of CC Road Drain Compond Wall Works at Various Places in Aland Under 15th Finance Untied Grant 2024-25 category WORKS categoryText Works ecv 3891871.01 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2315 locationName DMA Town Municipal Council Alanda provisionalAmount 4550000.0 groupOverheadTotal None fileNumber No/TMCAld/15thfcUntied/2024-25/P2
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1722768319000 0 None None Other Works Construction of Compound Wall to Moulakhan Graveyard at Wno 15 419631.59 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687456 135297 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 Cum 189.0 189.0 34.2 False None None False None False 6463.8 0 3687457 135297 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.1 Cum 107.1 107.1 45.86 False None None False None False 4911.606 0 3687458 135297 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 3687459 135297 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 3687460 135297 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 3687461 135297 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 3687462 135297 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 3687463 135297 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 3687464 135297 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 3687465 135297 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 3687466 135297 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 3687467 135297 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 3687468 135297 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 3687469 135297 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 3687470 135297 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 3687471 135297 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 3687472 135297 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 1722768319000 0 None None Other Works Construction of RCC Drain and Culvert at Allakhan via Garib Baje Iqbal Maindargi Tea Shop at Wno 19 499684.52 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687473 135298 None 001 Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. PWD SR 2023-24 Vol-2 It. No. 19.2.1 Pg. No. 189 Cum 1746.15 1746.15 57.0 False None None False None False 99530.55 0 3687474 135298 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.1 Cum 107.1 107.1 84.0 False None None False None False 8996.4 0 3687475 135298 None 003 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 84.0 False None None False None False 7497.0 0 3687476 135298 None 004 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 14.0 False None None False None False 88038.3 0 3687477 135298 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 28.2 False None None False None False 186158.07 0 3687478 135298 None 006 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 7.88 False None None False None False 18206.5036 0 3687479 135298 None 007 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. WD SR 2023-24 It. No. 2.11 Pg. No. 19 Vol-1 Cum 82961.55 82961.55 1.1 False None None False None False 91257.705 0 1722768319000 0 None None Other Works Construction of CC Road and RCC Drain From Jugnu house to darbar behind and bawaji house to sagari house at Wno 20 418517.69 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687480 135299 None code01 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 3687481 135299 None code02 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 3687482 135299 None code03 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 3687483 135299 None code04 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 6601.35 6601.35 7.83 False None None False None False 51688.5705 0 3687484 135299 None code05 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 3687485 135299 None code06 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 3687486 135299 None code07 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 3687487 135299 None code08 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 3687488 135299 None code09 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 3687489 135299 None code10 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 3687490 135299 None code11 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 3687491 135299 None code12 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 1722768319000 0 None None Other Works Construction of CC Road and RCC Drain From Irshad Aghade House to Mastan Driver house at Wno 14 335852.73 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687492 135300 None code01 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 3687493 135300 None code02 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 3687494 135300 None code03 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 3687495 135300 None code04 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 6601.35 6601.35 6.28 False None None False None False 41456.478 0 3687496 135300 None code05 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 3687497 135300 None code06 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 3687498 135300 None code07 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 3687499 135300 None code08 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 3687500 135300 None code09 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 3687501 135300 None code10 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 3687502 135300 None code11 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 3687503 135300 None code12 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 1722768319000 0 None None Other Works Construction of CC Road From Ajimoddin Sagari house to Ajhar Ali Yadgir House At Wno 22 418062.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687504 135301 None code01 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 107.1 107.1 22.32 False None None False None False 2390.472 0 3687505 135301 None code02 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 3687506 135301 None code03 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 3687507 135301 None code04 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 31.5 False None None False None False 78023.925 0 3687508 135301 None code05 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 3687509 135301 None code06 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 1722768319000 0 None None Other Works Construction of CC Road and RCC Drain From kasturi Bai Waddar house to Moulabai House at Wno 25 418391.92 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687510 135302 None code01 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 3687511 135302 None code02 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 3687512 135302 None code03 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 4.62 False None None False None False 29052.639 0 3687513 135302 None code04 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 6601.35 6601.35 7.83 False None None False None False 51688.5705 0 3687514 135302 None code05 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 3687515 135302 None code06 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 3687516 135302 None code07 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 3687517 135302 None code08 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 3687518 135302 None code09 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 3687519 135302 None code10 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 3687520 135302 None code11 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 3687521 135302 None code12 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 1722768319000 0 None None Other Works Construction of CC Road and RCC Drain From Maruti Surya Tea Hotel to Shivaputra nadageri house at Wno 26 375079.72 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687522 135303 None code01 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 24.96 False None None False None False 2673.216 0 3687523 135303 None code02 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 24.96 False None None False None False 2227.68 0 3687524 135303 None code03 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 4.16 False None None False None False 26159.952 0 3687525 135303 None code04 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 6601.35 6601.35 7.02 False None None False None False 46341.477 0 3687526 135303 None code05 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 2.34 False None None False None False 5406.4998 0 3687527 135303 None code06 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 0.33 False None None False None False 27377.3115 0 3687528 135303 None code07 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 26.0 False None None False None False 2860.0 0 3687529 135303 None code08 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 52.0 False None None False None False 4968.6 0 3687530 135303 None code09 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 23.4 False None None False None False 11646.18 0 3687531 135303 None code10 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 20.8 False None None False None False 51520.56 0 3687532 135303 None code11 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 19.5 False None None False None False 96949.125 0 3687533 135303 None code12 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 19.5 False None None False None False 96949.125 0 1722768319000 0 None None Other Works Construction of RCC Drain From GPS School to Baba Farthat house at Wno 16 419510.24 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687534 135304 None code01 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 95.04 False None None False None False 10178.784 0 3687535 135304 None code02 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 95.04 False None None False None False 8482.32 0 3687536 135304 None code03 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 15.84 False None None False None False 99609.048 0 3687537 135304 None code04 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 26.73 False None None False None False 176454.0855 0 3687538 135304 None code05 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 8.91 False None None False None False 20586.2877 0 3687539 135304 None code06 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 1.256 False None None False None False 104199.7068 0 1722768319000 0 None None Other Works Construction of CC Road and RCC Drain From Shivaji dabade house to Hiremath School in Old Dhangar Galli at Wno 18 335852.73 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687540 135305 None code01 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 3687541 135305 None code02 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 3687542 135305 None code03 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 3687543 135305 None code04 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 6601.35 6601.35 6.28 False None None False None False 41456.478 0 3687544 135305 None code05 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 3687545 135305 None code06 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 3687546 135305 None code07 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 3687547 135305 None code08 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 3687548 135305 None code09 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 3687549 135305 None code10 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 3687550 135305 None code11 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 3687551 135305 None code12 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 1722768319000 0 None None Other Works Construction of CC Road and Laying of PVC Pipe Line From navale hostel to prabhakar talate house at Wno 21 251287.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3687552 135306 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 14.8 False None None False None False 1628.0 0 3687553 135306 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 29.6 False None None False None False 2828.28 0 3687554 135306 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 14.8 False None None False None False 7365.96 0 3687555 135306 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 Vol-3 Cum 2476.95 2476.95 13.88 False None None False None False 34380.066 0 3687556 135306 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 13.88 False None None False None False 69007.89 0 3687557 135306 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 13.88 False None None False None False 69007.89 0 3687558 135306 None 007 75mm PVC Pipeline 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 PWD SR 2023-24 It. No. 2.8(a) Pg. No. 10 Vol3 Cum 754.95 754.95 4.5 False None None False None False 3397.275 0 3687559 135306 None 008 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering 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. 1.6.1 Pg. No. 6 Vol-1 Cum 508.2 508.2 18.0 False None None False None False 9147.6 0 3687560 135306 None 009 Supplying and filling in plinth with sand under floors, foundation of bridges including wtering, ramming consolidating and dressing complete - PWD SR 2021-22 It. No. 1.11 Pg. No. 7 Vol-1 Cum 2285.85 2285.85 3.0 False None None False None False 6857.55 0 3687561 135306 None 0010 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PWD SR 2023-24 It. No. 10.1.5 Pg. No. 113 Vo.5 - PVC pipes 75mm dia., 6 kg/sqcm & class 3 Mtr 231.0 231.0 50.0 False None None False None False 11550.0 0 3687562 135306 None 0011 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. PWD SR 2023-24 It. No.1.9 Pg. No. 34 Vol -1 Cum 279.3 279.3 18.0 False None None False None False 5027.4 0 3687563 135306 None 0012 Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. PWD SR 2023-24 It. No. 2.32.3 Pg. No. 27 Vol-5 Nos 486.15 486.15 2.0 False None None False None False 972.3 0 3687564 135306 None 0013 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 PWD SR 2023-24 It. No. 16.27 Pg. No. 147 Vol-3 Cum 6692.7 6692.7 4.5 False None None False None False 30117.15 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1722768320000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1722768320000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1722768320000 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 1722768320000 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 1722768320000 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 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 27.25 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.91.00 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 13.65 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 for the amount estimate cost Rs.91.00 lakhs True Technical Bid Similar nature of work Work done certificate achieved at least 50 Percent of Estimated cost Rs. 22.75 lakhs and it should be certified by the not less than the rank of executive engineer within the period of year 2019-20 TO 2023-24 True Technical Bid GST Registration and Pan Card True Technical Bid Liquid asset and or availability of credit facility of 30 percent of the est cost True Technical Bid Reserved ST Category Certificate 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