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noticeInvitingTenderDTO	createdTs 1708400032196 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 1500000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 05-03-2024 16:00:00 tenderQueryClose 26-02-2024 17:30:00 technicalBidOpen 06-03-2024 16:30:00 publishedDate 20-02-2024 09:33:46 publishedByPost MUDA_SE_HOD publishedByUser KPE11324 - N B CHANNAKESHAVA bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 29-02-2024 11:01:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson MUDA Office splitEmdRequiredYn True emdBankGuarantee 1400000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08212420624 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1708400032225 version 5 createdDate None modifiedDate None tenderNumber MUDA/2023-24/OW/WORK_INDENT76 title Road Development works at Utthanahalli village, Hadajana village, Makanahundi village, Yechgalli village, Yandalli village and Devalapura village description Road Development works at Utthanahalli village, Hadajana village, Makanahundi village, Yechgalli village, Yandalli village and Devalapura village category WORKS categoryText Works ecv 53670097.09 deptName Mysore Urban Development Authority status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 1837 locationName MUDA Commissioner Office Mysuru provisionalAmount 64500000.0 groupOverheadTotal 0.0 fileNumber MUDA/PACKAGE-04
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1708400032000 0 None None Other Works Road development wok and construction of UGD works at govt Utthanahalli village limit 8380406.74 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2710506 85150 None code01 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rankvegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of thorny jungle, Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:2.5 ii (B), Page No: 7) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Hectare 173644.0 173644.0 0.089 False None None False None False 15454.316 0 2710507 85150 None code02 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead, Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:3.5, Page No: 15) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 4.0 4.0 1593.75 False None None False None False 6375.0 0 2710508 85150 None code03 Compacting Original Ground.Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:3.7, Page No: 15) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 90.0 90.0 307.1 False None None False None False 27639.0 0 2710509 85150 None code04 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth 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 of machinery & other appurtenances required to complete the work. Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:1.12, Page No: 8) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 67.0 67.0 258.19 False None None False None False 17298.73 0 2710510 85150 None code05 Construction of Subgrade and Earthen Shoulders. Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slopeand compacted to meet requirement of table No. 300-2, Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:3.6, Page No: 15) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 425.0 425.0 318.75 False None None False None False 135468.75 0 2710511 85150 None code06 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:4.1, Page No: 19) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 2419.0 2419.0 442.0 False None None False None False 1069198.0 0 2710512 85150 None code07 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenancescomplete in the following strata. All kinds of soils. Depth upto 1.50 m, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:1.17.1, Page No: 10) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 200.0 200.0 243.75 False None None False None False 48750.0 0 2710513 85150 None code08 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 Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:1.14.1, Page No: 8) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 75.0 75.0 588.26 False None None False None False 44119.5 0 2710514 85150 None code09 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formworkshall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.1.3, Page No: 15) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 5611.0 5611.0 79.55 False None None False None False 446355.05 0 2710515 85150 None code10 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Culvert Head Walls, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.4.2, Page No: 16 & 17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 6467.0 6467.0 4.806 False None None False None False 31080.402 0 2710516 85150 None code11 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Soild Slab Super structure, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.5.2, Page No:17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 7443.0 7443.0 2.7 False None None False None False 20096.1 0 2710517 85150 None code12 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Cement Concrete Drain Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.4.2, Page No: 16 & 17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 8084.0 8084.0 159.65 False None None False None False 1290610.6 0 2710518 85150 None code13 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:4.27, Page No: 24) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 2466.0 2466.0 622.13 False None None False None False 1534172.58 0 2710519 85150 None code14 Prime Coat over WMM/WBM.Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:5.1, Page No:29) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 42.0 42.0 2337.5 False None None False None False 98175.0 0 2710520 85150 None code15 Tack coat on Granular surface treated with primerProviding and applying tack coat with VG-10 Bitumen usingpressure distributor at the rate of 0.25 kg/m2 on the prepared Granular surface cleaned with mechanical broom Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:21.A4, Page No:145) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 15.0 15.0 2337.5 False None None False None False 35062.5 0 2710521 85150 None code16 Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA. Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:5.8C, Page No:33) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 7586.0 7586.0 116.88 False None None False None False 886651.68 0 2710522 85150 None code17 Close Graded Premix Surfacing/Mixed Seal Surfacing.Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG-30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. Type - B, Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:5.20 (B), Page No:37) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 170.0 170.0 2337.5 False None None False None False 397375.0 0 2710523 85150 None code18 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:20.29, Page No:138) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 6528.0 6528.0 67.5 False None None False None False 440640.0 0 2710524 85150 None code19 Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:13.1, Page No: 99) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Tonne 88282.0 88282.0 9.561 False None None False None False 844064.202 0 2710525 85150 None code20 Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead andlift charges etc, Complete. Schedule Of Rates ,PWD SR Vol-II 2021-22(Item No:17.14, Page No: 153) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 1147.0 1147.0 428.48 False None None False None False 491466.56 0 2710526 85150 None code21 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. Schedule Of Rates ,Uni SR Vol-II 2021-22(Item No:15.1, Page No: 133) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 745.0 745.0 250.0 False None None False None False 186250.0 0 2710527 85150 None code22 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall.The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. 1.2 M depth & SFRC cover & frame, Schedule Of Rates PWD SR Vol-V 2021-22(Item No:18.13.3,SOR Code:T300C, Page No: 188) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Each 31162.0 31162.0 3.0 False None None False None False 93486.0 0 2710528 85150 None code23 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:1.10, Page No: 7) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 126.0 126.0 235.895 False None None False None False 29722.77 0 2710529 85150 None code24 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall.The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. 1.5M depth & SFRC cover & frame, Schedule Of Rates PWD SR Vol-V 2023-24Schedule Of Rates PWD SR Vol-V 2021-22 (Item No:18.13.6,SOR Code:T300F, Page No: 188) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Each 38179.0 38179.0 5.0 False None None False None False 190895.0 0 1708400032000 0 None None Other Works Road development wok and construction of UGD works at Hadajana village limit 6476548.28 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2710530 85151 None code01 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rankvegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of thorny jungle, Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:2.5 ii (B), Page No: 7) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Hectare 173644.0 173644.0 0.101 False None None False None False 17538.044 0 2710531 85151 None code02 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead, Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:3.5, Page No: 15) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 4.0 4.0 1800.0 False None None False None False 7200.0 0 2710532 85151 None code03 Compacting Original Ground.Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:3.7, Page No: 15) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 87.0 87.0 270.0 False None None False None False 23490.0 0 2710533 85151 None code04 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenancescomplete in the following strata. All kinds of soils. Depth upto 1.50 m Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:1.17.1, Page No: 10) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 194.0 194.0 185.25 False None None False None False 35938.5 0 2710534 85151 None code05 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:4.27, Page No: 24) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 2394.0 2394.0 468.0 False None None False None False 1120392.0 0 2710535 85151 None code06 Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:13.1, Page No: 99) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Tonne 85711.0 85711.0 8.353 False None None False None False 715943.983 0 2710536 85151 None code07 Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead andlift charges etc, Complete. Schedule Of Rates ,PWD SR Vol-II 2021-22(Item No:17.14, Page No: 153) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 1114.0 1114.0 156.0 False None None False None False 173784.0 0 2710537 85151 None code08 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth 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 of machinery & other appurtenances required to complete the work. Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:1.12, Page No: 8) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 67.0 67.0 291.6 False None None False None False 19537.2 0 2710538 85151 None code09 Construction of Subgrade and Earthen Shoulders. Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slopeand compacted to meet requirement of table No. 300-2, Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:3.6, Page No: 15) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 413.0 413.0 360.0 False None None False None False 148680.0 0 2710539 85151 None code10 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:4.1, Page No: 19) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 2349.0 2349.0 457.2 False None None False None False 1073962.8 0 2710540 85151 None code11 Tack coat on Granular surface treated with primerProviding and applying tack coat with VG-10 Bitumen usingpressure distributor at the rate of 0.25 kg/m2 on the prepared Granular surface cleaned with mechanical broom Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:21.A4, Page No:145) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 15.0 15.0 1800.0 False None None False None False 27000.0 0 2710541 85151 None code12 Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA. Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:5.8C, Page No:33) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 7365.0 7365.0 90.0 False None None False None False 662850.0 0 2710542 85151 None code13 Close Graded Premix Surfacing/Mixed Seal Surfacing.Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG-30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. Type - B, Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:5.20 (B), Page No:37) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 165.0 165.0 1800.0 False None None False None False 297000.0 0 2710543 85151 None code14 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 Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:1.14.1, Page No: 8) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 73.0 73.0 554.41 False None None False None False 40471.93 0 2710544 85151 None code15 Supplying lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints-200 mm dia. Pipes, Schedule Of Rates PWD SR Vol-V 2021-22(Item No:18.2.3,SOR Code:T040C, Page No: 184) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Mtr 723.0 723.0 190.0 False None None False None False 137370.0 0 2710545 85151 None code16 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formworkshall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.1.3, Page No: 15) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 5448.0 5448.0 76.59 False None None False None False 417262.32 0 2710546 85151 None code17 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Culvert Head Walls, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.4.2, Page No: 16 & 17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 6279.0 6279.0 9.612 False None None False None False 60353.748 0 2710547 85151 None code18 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Soild Slab Super structure, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.5.2, Page No:17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 7226.0 7226.0 5.4 False None None False None False 39020.4 0 2710548 85151 None code19 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Cement Concrete Drain, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.4.2, Page No: 16 & 17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 7849.0 7849.0 148.8 False None None False None False 1167931.2 0 2710549 85151 None code20 Prime Coat over WMM/WBM.Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Schedule Of Rates ,PWD SR Vol-III 2023-24(Item No:5.1, Page No:31) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 41.0 41.0 1800.0 False None None False None False 73800.0 0 2710550 85151 None code21 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall.The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: -Constructing Brick Masonry Circular Machinehole 1.2 m internal dia, 1.2 M depth & SFRC cover & frame, Schedule Of Rates PWD SR Vol-V 2023-24(Item No:18.13.3,SOR Code:T300C, Page No: 188) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Each 30254.0 30254.0 4.0 False None None False None False 121016.0 0 2710551 85151 None code22 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall.The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. 1.5M depth & SFRC cover & frame, Schedule Of Rates PWD SR Vol-V 2021-22(Item No:18.13.6,SOR Code:T300F, Page No: 188) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Each 37067.0 37067.0 2.0 False None None False None False 74134.0 0 2710552 85151 None code23 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:1.10, Page No: 7) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 122.0 122.0 179.28 False None None False None False 21872.16 0 1708400032000 0 None None Other Works Road development wok and construction of UGD works at Makanahundi village limit 4206226.52 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2710553 85152 None code01 Compacting Original Ground.Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:3.7, Page No: 15) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 87.0 87.0 189.0 False None None False None False 16443.0 0 2710554 85152 None code02 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenancescomplete in the following strata. All kinds of soils. Depth upto 1.50 m Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:1.17.1, Page No: 10) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 194.0 194.0 97.5 False None None False None False 18915.0 0 2710555 85152 None code03 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:4.27, Page No: 24) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 2394.0 2394.0 189.0 False None None False None False 452466.0 0 2710556 85152 None code04 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:20.29, Page No:138) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 6338.0 6338.0 189.0 False None None False None False 1197882.0 0 2710557 85152 None code05 Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:13.1, Page No: 99) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Tonne 85711.0 85711.0 8.756 False None None False None False 750485.516 0 2710558 85152 None code06 Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead andlift charges etc, Complete. Schedule Of Rates ,PWD SR Vol-II 2021-22(Item No:17.14, Page No: 153) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 1114.0 1114.0 179.55 False None None False None False 200018.7 0 2710559 85152 None code07 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 Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:1.14.1, Page No: 8) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 73.0 73.0 334.75 False None None False None False 24436.75 0 2710560 85152 None code08 Supplying lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints-200 mm dia. Pipes, Schedule Of Rates PWD SR Vol-V 2021-22(Item No:18.2.3,SOR Code:T040C, Page No: 184) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Mtr 723.0 723.0 100.0 False None None False None False 72300.0 0 2710561 85152 None code09 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formworkshall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.1.3, Page No: 15) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 5448.0 5448.0 46.4 False None None False None False 252787.2 0 2710562 85152 None code10 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Culvert Head Walls, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.4.2, Page No: 16 & 17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 6279.0 6279.0 4.806 False None None False None False 30176.874 0 2710563 85152 None code11 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Soild Slab Super structure, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.5.2, Page No:17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 7226.0 7226.0 2.7 False None None False None False 19510.2 0 2710564 85152 None code12 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Cement Concrete Drain, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.4.2, Page No: 16 & 17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 7849.0 7849.0 134.4 False None None False None False 1054905.6 0 2710565 85152 None code13 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall.The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: -Constructing Brick Masonry Circular Machinehole 1.2 m internal dia, 1.2 M depth & SFRC cover & frame, Schedule Of Rates PWD SR Vol-V 2023-24(Item No:18.13.3,SOR Code:T300C, Page No: 188) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Each 30254.0 30254.0 1.0 False None None False None False 30254.0 0 2710566 85152 None code14 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall.The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. 1.5M depth & SFRC cover & frame, Schedule Of Rates PWD SR Vol-V 2021-22(Item No:18.13.6,SOR Code:T300F, Page No: 188) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Each 37067.0 37067.0 2.0 False None None False None False 74134.0 0 2710567 85152 None code15 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:1.10, Page No: 7) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 122.0 122.0 94.358 False None None False None False 11511.676 0 1708400032000 0 None None Other Works Road development wok and construction of UGD works at Yandalli village limit 12548599.34 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2710568 85153 None code01 Compacting Original Ground.Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:3.7, Page No: 15) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 87.0 87.0 510.0 False None None False None False 44370.0 0 2710569 85153 None code02 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenancescomplete in the following strata. All kinds of soils. Depth upto 1.50 m Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:1.17.1, Page No: 10) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 194.0 194.0 585.0 False None None False None False 113490.0 0 2710570 85153 None code03 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:4.27, Page No: 24) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 2394.0 2394.0 510.0 False None None False None False 1220940.0 0 2710571 85153 None code04 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:20.29, Page No:138) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 6338.0 6338.0 510.0 False None None False None False 3232380.0 0 2710572 85153 None code05 Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Schedule Of Rates ,PWD SR Vol-III 2021-22(Item No:13.1, Page No: 99) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Tonne 85711.0 85711.0 24.419 False None None False None False 2092976.909 0 2710573 85153 None code06 Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead andlift charges etc, Complete. Schedule Of Rates ,PWD SR Vol-II 2021-22(Item No:17.14, Page No: 153) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 1114.0 1114.0 994.5 False None None False None False 1107873.0 0 2710574 85153 None code07 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 Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:1.14.1, Page No: 8) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 73.0 73.0 1097.18 False None None False None False 80094.14 0 2710575 85153 None code08 Supplying lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints-200 mm dia. Pipes, Schedule Of Rates PWD SR Vol-V 2021-22(Item No:18.2.3,SOR Code:T040C, Page No: 184) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Mtr 723.0 723.0 600.0 False None None False None False 433800.0 0 2710576 85153 None code09 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formworkshall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.1.3, Page No: 15) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 5448.0 5448.0 141.27 False None None False None False 769638.96 0 2710577 85153 None code10 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Culvert Head Walls, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.4.2, Page No: 16 & 17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 6445.99 6445.99 28.836 False None None False None False 185876.56764 0 2710578 85153 None code11 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Soild Slab Super structure, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.5.2, Page No:17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 7226.0 7226.0 16.2 False None None False None False 117061.2 0 2710579 85153 None code12 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Cement Concrete Drain, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:2.4.2, Page No: 16 & 17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 7849.0 7849.0 263.5 False None None False None False 2068211.5 0 2710580 85153 None code13 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall.The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: -Constructing Brick Masonry Circular Machinehole 1.2 m internal dia, 1.2 M depth & SFRC cover & frame, Schedule Of Rates PWD SR Vol-V 2023-24(Item No:18.13.3,SOR Code:T300C, Page No: 188) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Each 30254.0 30254.0 20.0 False None None False None False 605080.0 0 2710581 85153 None code14 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall.The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. 1.5M depth & SFRC cover & frame, Schedule Of Rates PWD SR Vol-V 2021-22(Item No:18.13.6,SOR Code:T300F, Page No: 188) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Each 37067.0 37067.0 11.0 False None None False None False 407737.0 0 2710582 85153 None code15 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications, Schedule Of Rates ,PWD SR Vol-I 2021-22(Item No:1.10, Page No: 7) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 122.0 122.0 566.148 False None None False None False 69070.056 0 1708400032000 0 None None Other Works Road development wok and construction of UGD works at Devalapura village limit 20438071.05 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2710583 85154 None code01 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Schedule Of Rates ,PWD SR Vol-III 2023-24(Item No:3.5, Page No: 17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 6.0 6.0 1425.0 False None None False None False 8550.0 0 2710584 85154 None code02 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth 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 of machinery & other appurtenances required to complete the work. Schedule Of Rates ,PWD SR Vol-I 2023-24(Item No:1.12, Page No: 8) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 95.0 95.0 230.85 False None None False None False 21930.75 0 2710585 85154 None code03 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenancescomplete in the following strata. All kinds of soils. Depth upto 1.50 m Schedule Of Rates ,PWD SR Vol-I 2023-24(Item No:1.17.1, Page No: 10) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 262.0 262.0 195.0 False None None False None False 51090.0 0 2710586 85154 None code04 Compacting Original Ground.Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Schedule Of Rates ,PWD SR Vol-III 2023-24(Item No:3.7, Page No: 17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 105.0 105.0 1046.25 False None None False None False 109856.25 0 2710587 85154 None code05 Construction of Subgrade and Earthen Shoulders. Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slopeand compacted to meet requirement of table No. 300-2 Schedule Of Rates ,PWD SR Vol-III 2023-24(Item No:3.6, Page No: 17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 493.0 493.0 285.0 False None None False None False 140505.0 0 2710588 85154 None code06 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Materia Schedule Of Rates ,PWD SR Vol-III 2023-24(Item No:4.1(v), Page No: 23) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 2487.0 2487.0 395.2 False None None False None False 982862.4 0 2710589 85154 None code07 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Schedule Of Rates ,PWD SR Vol-III 2023-24(Item No:4.17, Page No: 26) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 2559.0 2559.0 1328.4 False None None False None False 3399375.6 0 2710590 85154 None code08 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Schedule Of Rates ,PWD SR Vol-III 2023-24(Item No:16.28, Page No:149) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 6754.0 6754.0 832.5 False None None False None False 5622705.0 0 2710591 85154 None code09 Prime Coat over WMM/WBM.Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Schedule Of Rates ,PWD SR Vol-III 2023-24(Item No:5.1, Page No:31) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 41.0 41.0 2090.0 False None None False None False 85690.0 0 2710592 85154 None code10 Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen usingpressure distributor at the rate of 0.25 kg/m2 on the prepared Granular surface cleaned with mechanical broom Schedule Of Rates ,PWD SR Vol-III 2023-24(Item No:5.4(ii), Page No:55) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 14.0 14.0 2090.0 False None None False None False 29260.0 0 2710593 85154 None code11 Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA. Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Schedule Of Rates ,PWD SR Vol-III 2023-24(Item No:5.10C, Page No:33 & 34) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 7661.0 7661.0 104.5 False None None False None False 800574.5 0 2710594 85154 None code12 Close Graded Premix Surfacing/Mixed Seal Surfacing.Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG-30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. Type - B Schedule Of Rates ,PWD SR Vol-III 2023-24(Item No:5.20 (ii), Page No:39) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 176.0 176.0 2090.0 False None None False None False 367840.0 0 2710595 85154 None code13 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 Schedule Of Rates ,PWD SR Vol-I 2023-24(Item No:1.14.1, Page No: 8) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 102.0 102.0 1638.78 False None None False None False 167155.56 0 2710596 85154 None code14 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formworkshall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Schedule Of Rates ,PWD SR Vol-I 2023-24(Item No:2.1.3, Page No: 15) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 5989.0 5989.0 230.39 False None None False None False 1379805.71 0 2710597 85154 None code15 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates a)Cement Concrete Drain, Schedule Of Rates ,PWD SR Vol-I 2023-24(Item No:2.4.2, Page No: 16 & 17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 6323.0 6323.0 461.9 False None None False None False 2920593.7 0 2710598 85154 None code16 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 Vol-I 2023-24(Item No:2.11 (C), Page No: 18) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Tonne 79011.0 79011.0 24.4639 False None None False None False 1932917.2029 0 2710599 85154 None code17 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates b)Culvert Head Walls, Schedule Of Rates ,PWD SR Vol-I 2023-24(Item No:2.4.2, Page No: 16 & 17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 6829.0 6829.0 14.418 False None None False None False 98460.522 0 2710600 85154 None code18 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates a)Soild Slab Super structure, Schedule Of Rates ,PWD SR Vol-I 2023-24(Item No:2.5.2, Page No:17) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 6843.0 6843.0 8.1 False None None False None False 55428.3 0 2710601 85154 None code19 Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead andlift charges etc, Complete. Schedule Of Rates ,PWD SR Vol-II 2023-24(Item No:17.12, Page No: 176) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 928.0 928.0 1937.0 False None None False None False 1797536.0 0 2710602 85154 None code20 Providing lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints, Schedule Of Rates PWD SR Vol-V 2023-24(Item No:16.2.3 Page No: 187)-200 mm dia. Pipes ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Mtr 736.0 736.0 200.0 False None None False None False 147200.0 0 2710603 85154 None code21 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall.The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: -Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.2 M depth & SFRC cover & frame, Schedule Of Rates PWD SR Vol-V 2023-24(Item No:18.13.3,SOR Code:T300C, Page No: 188) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Each 30254.0 30254.0 7.0 False None None False None False 211778.0 0 2710604 85154 None code22 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall.The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: -Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5M depth & SFRC cover & frame, Schedule Of Rates PWD SR Vol-V 2023-24(Item No:16.15.6 Page No: 191 & 192) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Each 38381.0 38381.0 2.0 False None None False None False 76762.0 0 2710605 85154 None code23 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Schedule Of Rates ,PWD SR Vol-I 2023-24(Item No:1.10, Page No: 7) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 160.0 160.0 188.716 False None None False None False 30194.56 0 1708400032000 0 None None Other Works Road development work at Yechgalli village limit 1620245.16 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2710606 85155 None code3.4 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavato ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 4.0 4.0 787.5 False None None False None False 3150.0 0 2710607 85155 None code4.1-A(v) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. For Grading -V Material ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 2347.0 2347.0 89.44 False None None False None False 209915.68 0 2710608 85155 None code4.27 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 2394.0 2394.0 217.69 False None None False None False 521149.86 0 2710609 85155 None code5.1A-i Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 41.0 41.0 596.25 False None None False None False 24446.25 0 2710610 85155 None code5.3-i Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 11.0 11.0 596.25 False None None False None False 6558.75 0 2710611 85155 None code5.8-iic Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 7365.0 7365.0 29.81 False None None False None False 219550.65 0 2710612 85155 None code5.2 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG-30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. (Type - B MSS) ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Sqm 165.0 165.0 596.25 False None None False None False 98381.25 0 2710613 85155 None code20.29 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. Cum 6338.0 6338.0 69.19 False None None False None False 438526.22 0 2710614 85155 None Code13.1 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. ---- with all lead lift, loading and unloading charges complete as per specification and as directed by the Engineer incharge of the work. MT 85710.0 85710.0 1.15 False None None False None False 98566.5 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1708400033000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1708400033000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1708400033000 1 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 1708400066000 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 1708400070000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders. None 1708400075000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1708400081000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thirty first day of March of succeeding year (both days inclusive). None 1708400087000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document / Evidence Required from the Bidder. None 1708400091000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 Instructions to Tenderers (ITT), will only be considered for evaluation. None 1708400095000 0 None None ELIGIBILITY The tenderer should furnish the details of existing commitments and ongoing works tobe completed. None 1708400101000 0 None None ELIGIBILITY The tenderer who quotes amount less than amount put to tender should pay difference amount in the form of FDR purchased through any nationalized bank payable at MYSORE only in favor The COMMISSIONER, MUDA at the time of execution of agreement. None 1708400108000 0 None None ELIGIBILITY GST at 18% shall be paid to the tendered amount separately None 1708400113000 0 None None ELIGIBILITY GST shall not be paid in the extended period of contract for which the contractor alone is responsible for the delay as determined by the authority while granting the extension of time. None 1708400118000 0 None None ELIGIBILITY Photo copy of the work before commencement of the work, during the work and after completion of the work should be produce with the bill. None 1708400122000 0 None None ELIGIBILITY Contractors should be registered with KPWD Class I CONTRCTOR None 1708400126000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1708400131000 0 None None ELIGIBILITY In the case of the death of the contractor after executing the agreement / commencement of the work, his legal heir, if is an eligible registered contractor and is willing can execute and compete the work at the accepted tender rates irrespective of the cost of the work None 1708400137000 0 None None ELIGIBILITY All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent. None 1708400143000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties. None 1708400149000 0 None None ELIGIBILITY Regarding Appealing Aggrieved contractors may appeal to the prescribed (Appellant) authority within 15 days as per KTTP and appeal should be through e-proc only as per Govt.order No:pwd/572/CRM-2020(E) Bangalore DT.09-10-2020. The same will not be considered if appeal through Letters. None 1708400155000 0 None None ELIGIBILITY All items in the tender include cost of hire charges of machineries and equipments with all lead, lift, supply and erection and labour charges, complete as directed by the Engineer-in-charge of the work. None 1708400160000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit in the form of NSC/DD/FDR in the name of The COMMISSIONER, MUDA, mYSORE given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with the Conditions of Contract. None 1708400165000 0 None None ELIGIBILITY Estimate rates are excluding GST as per common SR 2023-24 and prevailing GST (18% of amount put to tender) amount is kept in form of Lumpsum in sanctioned estimate according to guidelines in common SR. therefore amount put to tender and ECV amount are excluding GST. KPP Portal format has no options to add GST separately at the stage of Draft Tender Schedule process for overall amount put to tender, tender has been invited through an option with INCLUSIVE.But the itemwise rates do not include GST. Hence GST will be paid separately for the quoted amount accordingly. None 1708400169000 0 None None ELIGIBILITY Within 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Employer a Security deposit in any of the forms given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with Clause 25.5 of ITT and Clause 44 of the Conditions of Contract. None 1708400175000 0 None None ELIGIBILITY For the vehicles/machineries/ equipments for which RTO registration is statutory,for such vehicles/machineries / equipments the contractor should upload the Registration Certificate documents issued by RTO. For Machineries and other equipments for which RTO registration is not applicable, for such machineries and equipments, purchase invoice document should be uploaded. If there is sale deed for such machineries and equipments, original invoice along with registered sale deed should be uploaded. None 1708400180000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-4 . and further orders there on. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. 268.35 lakhs (80% of estimated cost of tender) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) - as per bid document. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx)- as per bid document Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- RC/Lease/Rental aggrement None None None None List of existing commitments and ongoing works Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Declaration None None None None List of works for which tenders already submitted Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Declaration None None None None Banker Details for reference Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- declaration None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- RC/Lease/Rental Aggrement 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 Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Qualification and experience certificate None None None None List of Financial Resources with Certificates Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. 1073.40 Lakhs) 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 no less than Rs. 268.00 Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover 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 Others not applicable createdTs version createdDate modifiedDate documentName None None None None Others -- not applicable 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 - not applicable Others not applicable createdTs version createdDate modifiedDate documentName None None None None Others -- not applicable
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate False Technical Bid Company Registration Certificate False Technical Bid Reserved Category Certificate False Technical Bid Small Scale Industries Certificate False Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1708401508000 version 0 createdDate None modifiedDate None blockNumber Superintending Engineer, Mysore Urban Development Authority, JLB road street None city MYSORE state Karnataka pin 570005
tenderRecallDTO	None