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noticeInvitingTenderDTO	createdTs 1708338851444 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1120.00 emd 89500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 29-02-2024 16:00:00 tenderQueryClose 28-02-2024 17:30:00 technicalBidOpen None publishedDate 19-02-2024 16:13:29 publishedByPost PWD_EE_DIV_SED publishedByUser KPE14118 - DASHWANTH L GAJRE bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson SRI SHEKHAPPA TAMDODDI splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08441276278 mobileNumber 9901098011 tenderSupplierList None
tenderSchedule	createdTs 1708338851446 version 17 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT7668/CALL-2 title Construction Of C.C Road,R.C.C Drain And Bus Shelter At Hodebeernalli Village In Chincholi Taluka. 2) Providing And Installation Of LED Flood Light High Mast Lamp Sulepet Village Under KKRDB MICRO 2023-24 description 1)Construction Of C.C Road,R.C.C Drain And Bus Shelter At Hodebeernalli Village In Chincholi Taluka. 2) Providing And Installation Of LED Flood Light High Mast Lamp Sulepet Village Under KKRDB MICRO 2023-24 category WORKS categoryText Works ecv 4454503.98 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1690 locationName PWD Division Office Sedam provisionalAmount 5392000.0 groupOverheadTotal 0.0 fileNumber PWD/SD/CHIN/2023-24/3
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1708338851000 1 None None Roads 1 Construction Of C.C Road And R.C.C Drain at selected reaches of Hodebeernalli Village In Chincholi Taluka Under KKRDB MICRO 2023-24.(Narayanamma police patil land to Bridge) 1228674.76 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2695453 84877 None PWD CSR 2023-24, Vol-3, I.No..3.7.a, P.No.17 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 thencompacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction Cum 110.25 110.25 57.5 False None None False None False 6339.375 0 2695454 84877 None PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 93.15 False None None False None False 9976.365 0 2695455 84877 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 57.5 False None None False None False 29764.875 0 2695456 84877 None PWD SR 2023-24 Vol-3 Item No.4.1A (v), Pg.No.23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a techanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 57.5 False None None False None False 150152.625 0 2695457 84877 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 86.25 False None None False None False 577245.375 0 2695458 84877 None PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 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 & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 10.35 False None None False None False 61553.52 0 2695459 84877 None PWD CSR 2023-24, Vol-1, I.No.2.4.2 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 Cum 6639.15 6639.15 29.85 False None None False None False 198178.6275 0 2695460 84877 None Vol-I S R Sl no. 4 Page No. 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Cement Concrete Drain Walls add 35 Percent Cum 2323.7 2323.7 29.85 False None None False None False 69362.445 0 2695461 84877 None PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. t 82961.55 82961.55 1.52 False None None False None False 126101.556 0 1708338851000 1 None None Roads Construction of Bus Shelter at Hodebeernalli village in Chincholi Taluka under KKRDB MICRO 2023-24. 1357463.33 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2695462 84878 None PWD SR 2023-24 Vol-2 Item No.19.9.2 Pg.No.187 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin-charge. Cum 1768.2 1768.2 17.11 False None None False None False 30253.902 0 2695463 84878 None PWD SR 2023-24 Vol-2 Item No.19.3 Pg.No.187 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge Cum 2547.3 2547.3 6.42 False None None False None False 16353.666 0 2695464 84878 None PWD SR 2023-24 Vol-1 Item No.1.13 Pg.No.08 Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & 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 In Ordinary/Soft rock upto 300 mm depth Cum 380.1 380.1 27.0 False None None False None False 10262.7 0 2695465 84878 None PWD SR 2023-24 Vol-1 Item No.1.14.1 Pg.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 32.14 False None None False None False 3442.194 0 2695466 84878 None PWD SR 2023-24 Vol-1 Item No.1.15.1 Pg.No.8 Earth work excavation for Foundation by mechanical means for all works In ordinary/soft rock without blasting upto 1.5 m depthdepth 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 wor Cum 381.15 381.15 10.8 False None None False None False 4116.42 0 2695467 84878 None PWD SR 2023-24 Vol-1 Item No.2.1.4, Pg.No.15 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 6.81 False None None False None False 44454.6585 0 2695468 84878 None PWD SR 2023-24 Vol-2 Item No.5.1.1 , Pg.No.9 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with ement mortar 1:6 (1 cement : 6 coarse sand) Cum 5891.55 5891.55 13.52 False None None False None False 79653.756 0 2695469 84878 None PWD SR 2023-24 Vol-2 Item No.5.3, Pg.No.9 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6515.25 6515.25 14.16 False None None False None False 92255.94 0 2695470 84878 None PWD SR 2023-24 Vol-1 Item No.2.1.4, Pg.No.15 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 5.87 False None None False None False 38318.4795 0 2695471 84878 None PWD SR 2023-24 Vol-2 Item No.6.3 Pg.No.13 Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work Cum 9317.7 9317.7 19.34 False None None False None False 180204.318 0 2695472 84878 None PWD SR 2023-24 Vol-1 Item No.1.9, Pg.No.07 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 279.3 279.3 42.83 False None None False None False 11962.419 0 2695473 84878 None PWD SR 2023-24 Vol-1 Item No.2.2.1, Pg.No.14 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 5.18 False None None False None False 34194.993 0 2695474 84878 None PWD SR 2023-24 Vol-1 Item No.2.2.3, Pg.No.14 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6652.8 6652.8 3.31 False None None False None False 22020.768 0 2695475 84878 None PWD SR 2023-24 Vol-1 Item No.2.2.3, Pg.No.14 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6652.8 6652.8 13.16 False None None False None False 87550.848 0 2695476 84878 None PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. t 82961.55 82961.55 2.38 False None None False None False 197448.489 0 2695477 84878 None PWD CSR 2023-24, Vol-2, I.No.8.5.2, P.No.42 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 366.45 366.45 139.06 False None None False None False 50958.537 0 2695478 84878 None PWD CSR 2023-24, Vol-2, I.No.8.6.1, P.No.42 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering,providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineerx005fin-charge Sqm 339.15 339.15 125.69 False None None False None False 42627.7635 0 2695479 84878 None PWD CSR 2023-24, Vol-2, I.No.8.51, P.No.50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 105.0 105.0 139.06 False None None False None False 14601.3 0 2695480 84878 None PWD CSR 2023-24, Vol-2, I.No.8.55.2, P.No.51 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 g/L as per specifications and as per directions of Engineer in charge. Sqm 55.65 55.65 264.75 False None None False None False 14733.3375 0 2695481 84878 None PWD CSR 2023-24, Vol-2, I.No.8.72.1, P.No.52 Finishing walls with water proofing cement paint of required shade : Old work (one coats @ 2.20 kg/10 m²) complete. including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 58.8 58.8 125.69 False None None False None False 7390.572 0 2695482 84878 None PWD CSR 2023-24, Vol-2, I.No.8.25, P.No.45) Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and inx005fcluding water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 143.85 143.85 139.06 False None None False None False 20003.781 0 2695483 84878 None PWD CSR 2023-24, Vol-2, I.No.8.49, P.No.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. cm 4.2 4.2 300.0 False None None False None False 1260.0 0 2695484 84878 None PWD CSR 2023-24, Vol-2, I.No.9.24, P.No.63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent Sqm 2994.6 2994.6 58.8 False None None False None False 176082.48 0 2695485 84878 None PWD CSR 2023-24, Vol-2, I.No.9.39, P.No.65 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications Sqm 1521.45 1521.45 34.78 False None None False None False 52916.031 0 2695486 84878 None PWD CSR 2023-24, Vol-2, I.No.9.38, P.No.65 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Sqm 1521.45 1521.45 20.0 False None None False None False 30429.0 0 2695487 84878 None PWD CSR 2023-24, Vol-3, I.No3.7, P.No.17 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 108.15 108.15 3.3 False None None False None False 356.895 0 2695488 84878 None PWD CSR 2023-24, Vol-3, I.No.4.1(iii), P.No.23 Plant Mix Method 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 -III Material Cum 2636.55 2636.55 2.2 False None None False None False 5800.41 0 2695489 84878 None PWD CSR 2023-24, Vol-3, I.No.16.28, P.No.149 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 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 Cum 7091.7 7091.7 3.3 False None None False None False 23402.61 0 2695490 84878 None Vol-I S R Sl No. 1 (a) Page No. 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Foundation upto Plinth Isolated add 8 Percent Cum 528.11 528.11 5.18 False None None False None False 2735.6098 0 2695491 84878 None Vol-I S R Sl No. 9 Page No. 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70 Percent Cum 4656.96 4656.96 3.31 False None None False None False 15414.5376 0 2695492 84878 None Vol-I S R Sl No. 2 Page No. 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Plinth Beams of Buildings add 50 Percent Cum 3326.4 3326.4 2.17 False None None False None False 7218.288 0 2695493 84878 None Vol-I S R Sl no. 14 Page no. 112 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60 Percent Cum 3991.68 3991.68 3.73 False None None False None False 14888.9664 0 2695494 84878 None Vol-I S R Sl No. 15 Page No. 112 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs add 50 Percent Cum 3326.4 3326.4 7.26 False None None False None False 24149.664 0 1708338852000 1 None None Roads Construction Of R.C.C Drain at Govt MPS school to field At Hodebeernalli Village In Chincholi Taluka Under KKRDB MICRO 2023-24. 212101.19 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2695495 84879 None PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 38.88 False None None False None False 4164.048 0 2695496 84879 None PWD SR 2023-24 Vol-3 Item No.3.6, Pg.No.17 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 4.23 False None None False None False 2189.6595 0 2695497 84879 None PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 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 & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 4.23 False None None False None False 25156.656 0 2695498 84879 None PWD CSR 2023-24, Vol-1, I.No.2.4.2 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 Cum 6639.15 6639.15 14.41 False None None False None False 95670.1515 0 2695499 84879 None Vol-I S R Sl no. 4 Page No. 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Cement Concrete Drain Walls add 35 Percent Cum 2323.7 2323.7 14.41 False None None False None False 33484.517 0 2695500 84879 None PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. t 82961.55 82961.55 0.62 False None None False None False 51436.161 0 1708338852000 1 None None Roads Construction Of C.C Road And R.C.C Drain at selected reaches of Hodebeernalli Village In Chincholi Taluka Under KKRDB MICRO 2023-24. (Babu tailor house to GP Office) 821585.66 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2695501 84880 None PWD CSR 2023-24, Vol-3, I.No..3.7.a, P.No.17 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 thencompacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction Cum 110.25 110.25 44.0 False None None False None False 4851.0 0 2695502 84880 None PWD CSR 2023-24, Vol-1, I.No.1.14.1, P.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 56.48 False None None False None False 6049.008 0 2695503 84880 None PWD CSR 2023-24, Vol-3, I.No.16.27, P.No.148 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 66.0 False None None False None False 441718.2 0 2695504 84880 None PWD CSR 2023-24, Vol-1, I.No.2.1.2, P.No.15 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 & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 8.85 False None None False None False 52632.72 0 2695505 84880 None PWD CSR 2023-24, Vol-1, I.No.2.4.2 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 Cum 6639.15 6639.15 21.78 False None None False None False 144600.687 0 2695506 84880 None Vol-I S R Sl no. 4 Page No. 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Cement Concrete Drain Walls add 35 Percent Cum 2323.7 2323.7 21.78 False None None False None False 50610.186 0 2695507 84880 None PWD CSR 2023-24, Vol-1, I.No2.11 ( h)., P.No.18 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. t 82961.55 82961.55 1.46 False None None False None False 121123.863 0 1708338852000 0 None None Roads Providing And Installation Of LED Flood Light High Mast Lamp Sulepet Village Under KKRDB MICRO 2023-24 417339.52 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2695508 84881 None 4.5.1 Fabrication, Supplying, Erection, Testing and Commissioning of ……Mtrs long polygon high mast with Single / Multiple  telescopic sections having, ( minimum overlap distance of 1.5 times of top section)  thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate  as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint. The mast shall have 2way head frame with  die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having  locking arrangement. The mast shall have power tool operating on 230/ 415V, 50Hz, 1/3 phases reversible geared motor. The mast shall have lantern of 2 segments, suitable dia  with max load  carrying capacity as per IS 1239. The mast shall be erected on existing  RCC footing.  The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. ( excluding foundation) as per technical data. 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia Each 131000.0 131000.0 1.0 False None None False None False 131000.0 0 2695509 84881 None 11.9.6 Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation.Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material,delivering superior light output. Rated life Burning Hrs 50000hr @ Lumen Maintenance of 70%, CCT greater than 5500K, IP 66optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiencygreater than130lm/w, nominal CRI greater than75. Luminaire manufacturer should have inhouse facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds /Osram make LED Source. LED Floodlight 200W Each 18581.0 18581.0 12.0 False None None False None False 222972.0 0 2695510 84881 None 13.5 Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 162.0 162.0 12.0 False None None False None False 1944.0 0 2695511 84881 None 2.5.10 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 - 5C X 2.5Sqmm Mtr 266.0 266.0 15.0 False None None False None False 3990.0 0 2695512 84881 None 5.19.7 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. Double Door 6Way SP &N Each 1791.0 1791.0 1.0 False None None False None False 1791.0 0 2695513 84881 None 5.18.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32Amps SP Each 415.0 415.0 2.0 False None None False None False 830.0 0 2695514 84881 None 5.18.5 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 40Amps DP Each 1060.0 1060.0 1.0 False None None False None False 1060.0 0 2695515 84881 None 5.13.2 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 40Amps Each 2258.0 2258.0 1.0 False None None False None False 2258.0 0 2695516 84881 None 5.18.8 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K 40Amps TPN Each 3044.0 3044.0 1.0 False None None False None False 3044.0 0 2695517 84881 None 5.47 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. Each 2315.0 2315.0 1.0 False None None False None False 2315.0 0 2695518 84881 None 5.42.1 Fabricating supplying and mounting MS box made out 14SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. Sq CM 0.5 0.5 12000.0 False None None False None False 6000.0 0 2695519 84881 None 5.41.1 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm Mtr 305.0 305.0 8.0 False None None False None False 2440.0 0 2695520 84881 None DSR 2019-20, Page No-43-44, It No- 6.18.3 Supplying and running GI conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. GI Wire 8SWG Mtr 19.0 19.0 3.0 False None None False None False 57.0 0 2695521 84881 None DSR 2019-20, Page No-40, It No- 6.3.1 Supplying and running of GI strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm Mtr 75.0 75.0 5.0 False None None False None False 375.0 0 2695522 84881 None 5.30 Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter. Each 1380.0 1380.0 1.0 False None None False None False 1380.0 0 2695523 84881 None 32.02 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm) Km 101113.0 101113.0 0.025 False None None False None False 2527.825 0 2695524 84881 None 33.02 Compression type Aluminium Tubular in Line Connector for Aluminum Conductor A)10sqmm No 4.0 4.0 4.0 False None None False None False 16.0 0 2695525 84881 None 29.03 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. Hard Soil Cum 389.0 389.0 13.0 False None None False None False 5057.0 0 2695526 84881 None 29.07 Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr Cum 58.0 58.0 13.0 False None None False None False 754.0 0 2695527 84881 None 20.05 Laying of cable in Existing Trench/GI pipe/Stone Ware using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable. 2.5 to 25 Sqmm Km 16159.0 16159.0 0.025 False None None False None False 403.975 0 2695528 84881 None DSR Vol-6, 2023-24, Page No-40, It No-12.56 Supplying,fixing,wiring,earthelectrodeforgroundingconduits,I.C.cutoutsandotherequipment'sonthemeterboardusing40mmdia2.90mmthickGIpipe2.5mlongburiedinapit.Thepitshouldbefilledwithequalproportionofsaltandcharcoal150mmall-roundthepipetocompletedepth.Theconnectionfromthepipetotheconduitetc.,istobeestablishedthroughGIwireofsizeasperlSIspecification7.3.3.ofIS732using12mmdiabolts,nuts,washersandchecknutsetc., the pipe shall have 16 through holes of 12 mm dia. Each 3510.0 3510.0 1.0 False None None False None False 3510.0 0 2695529 84881 None PWD Civil SR Vol-I 2023-24 P.No.06 It.No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Cum 299.0 299.0 2.3 False None None False None False 687.7 0 2695530 84881 None PWD Civil SR Vol-I 2023-24 P.No.18 It.No.2.11.a 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 Kg 89457.0 89457.0 0.095 False None None False None False 8498.415 0 2695531 84881 None PWD Civil SR Vol-I 2023-24 P.No.15 It.No. 2.1.4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate Cum 6217.0 6217.0 1.0 False None None False None False 6217.0 0 2695532 84881 None PWD Civil SR Vol-I 2023-24 Page No 16 Item No 2.5. Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6843.0 6843.0 1.2 False None None False None False 8211.6 0 1708338852000 0 None None Roads Providing And Installation Of LED Flood Light High Mast Lamp in Hodebeernalli Village Under KKRDB MICRO 2023-24 417339.52 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2695533 84882 None 4.5.1 Fabrication, Supplying, Erection, Testing and Commissioning of ……Mtrs long polygon high mast with Single / Multiple  telescopic sections having, ( minimum overlap distance of 1.5 times of top section)  thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate  as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint. The mast shall have 2way head frame with  die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having  locking arrangement. The mast shall have power tool operating on 230/ 415V, 50Hz, 1/3 phases reversible geared motor. The mast shall have lantern of 2 segments, suitable dia  with max load  carrying capacity as per IS 1239. The mast shall be erected on existing  RCC footing.  The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. ( excluding foundation) as per technical data. 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia Each 131000.0 131000.0 1.0 False None None False None False 131000.0 0 2695534 84882 None 11.9.6 Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation.Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material,delivering superior light output. Rated life Burning Hrs 50000hr @ Lumen Maintenance of 70%, CCT greater than 5500K, IP 66optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiencygreater than130lm/w, nominal CRI greater than75. Luminaire manufacturer should have inhouse facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds /Osram make LED Source. LED Floodlight 200W Each 18581.0 18581.0 12.0 False None None False None False 222972.0 0 2695535 84882 None 13.5 Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 162.0 162.0 12.0 False None None False None False 1944.0 0 2695536 84882 None 2.5.10 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 - 5C X 2.5Sqmm Mtr 266.0 266.0 15.0 False None None False None False 3990.0 0 2695537 84882 None 5.19.7 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. Double Door 6Way SP &N Each 1791.0 1791.0 1.0 False None None False None False 1791.0 0 2695538 84882 None 5.18.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32Amps SP Each 415.0 415.0 2.0 False None None False None False 830.0 0 2695539 84882 None 5.18.5 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 40Amps DP Each 1060.0 1060.0 1.0 False None None False None False 1060.0 0 2695540 84882 None 5.13.2 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 40Amps Each 2258.0 2258.0 1.0 False None None False None False 2258.0 0 2695541 84882 None 5.18.8 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K 40Amps TPN Each 3044.0 3044.0 1.0 False None None False None False 3044.0 0 2695542 84882 None 5.47 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. Each 2315.0 2315.0 1.0 False None None False None False 2315.0 0 2695543 84882 None 5.41.1 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm Mtr 305.0 305.0 8.0 False None None False None False 2440.0 0 2695544 84882 None DSR 2019-20, Page No-43-44, It No- 6.18.3 Supplying and running GI conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. GI Wire 8SWG Mtr 19.0 19.0 3.0 False None None False None False 57.0 0 2695545 84882 None DSR 2019-20, Page No-40, It No- 6.3.1 Supplying and running of GI strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm Mtr 75.0 75.0 5.0 False None None False None False 375.0 0 2695546 84882 None 5.30 Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter. Each 1380.0 1380.0 1.0 False None None False None False 1380.0 0 2695547 84882 None 32.02 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm) Km 101113.0 101113.0 0.025 False None None False None False 2527.825 0 2695548 84882 None 33.02 Compression type Aluminium Tubular in Line Connector for Aluminum Conductor A)10sqmm No 4.0 4.0 4.0 False None None False None False 16.0 0 2695549 84882 None 29.03 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. Hard Soil Cum 389.0 389.0 13.0 False None None False None False 5057.0 0 2695550 84882 None 29.07 Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr Cum 58.0 58.0 13.0 False None None False None False 754.0 0 2695551 84882 None 20.05 Laying of cable in Existing Trench/GI pipe/Stone Ware using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable. 2.5 to 25 Sqmm Km 16159.0 16159.0 0.025 False None None False None False 403.975 0 2695552 84882 None DSR Vol-6, 2023-24, Page No-40, It No-12.56 Supplying,fixing,wiring,earthelectrodeforgroundingconduits,I.C.cutoutsandotherequipment'sonthemeterboardusing40mmdia2.90mmthickGIpipe2.5mlongburiedinapit.Thepitshouldbefilledwithequalproportionofsaltandcharcoal150mmall-roundthepipetocompletedepth.Theconnectionfromthepipetotheconduitetc.,istobeestablishedthroughGIwireofsizeasperlSIspecification7.3.3.ofIS732using12mmdiabolts,nuts,washersandchecknutsetc., the pipe shall have 16 through holes of 12 mm dia. Each 3510.0 3510.0 1.0 False None None False None False 3510.0 0 2695553 84882 None PWD Civil SR Vol-I 2023-24 P.No.06 It.No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Cum 299.0 299.0 2.3 False None None False None False 687.7 0 2695554 84882 None PWD Civil SR Vol-I 2023-24 P.No.18 It.No.2.11.a 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 Kg 89457.0 89457.0 0.095 False None None False None False 8498.415 0 2695555 84882 None PWD Civil SR Vol-I 2023-24 P.No.15 It.No. 2.1.4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate Cum 6217.0 6217.0 1.0 False None None False None False 6217.0 0 2695556 84882 None PWD Civil SR Vol-I 2023-24 Page No 16 Item No 2.5. Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6843.0 6843.0 1.2 False None None False None False 8211.6 0 2695557 84882 None 5.42.1 Fabricating supplying and mounting MS box made out 14SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. Sq CM 0.5 0.5 12000.0 False None None False None False 6000.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1708338851000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1708338851000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1708338851000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1708338851000 0 None None ELIGIBILITY Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None 1708338851000 0 None None ELIGIBILITY Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None 1708338851000 0 None None ELIGIBILITY Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None 1708338851000 0 None None ELIGIBILITY Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None 1708338851000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1708338851000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1708338851000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1708338851000 0 None None ELIGIBILITY Banker Details for reference None 1708338851000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1708338851000 0 None None ELIGIBILITY Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None 1708338851000 0 None None ELIGIBILITY Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None 1708338851000 0 None None ELIGIBILITY Proposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached) None 1708338851000 0 None None ELIGIBILITY The tenderer shall furnish last five years financial turnover, profit and loss account statement i.e., from 2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 from the authorized Auditor or C.A. (Achieved in at least Two financial year a minimum financial turnover (in all classes of civil engineering construction works only) (usually not less than the estimated annual payments under this conctract)) None 1708338851000 0 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e, from 2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 (b) Satisfactorily completed, as prime contractor, at least One Similar Nature of work of value not less than 50% of work on amount put to tender attach certificate by not below rank of Executive Engineer with Indent No. from Portal None 1708338851000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit in the form of DD/FDR in the name of the Executive Engineer, PWD sedam Division, sedam 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 1708338851000 0 None None ELIGIBILITY Assessed available tender capacity AxNx2.50 - B where A Maximum value of civil engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress N Number of years prescribed for completion of the works for which Tenders are invited. B Value, at 2023-24 price level, of existing commitments and on-going works to be completed. The tenderer has to Assess. None 1708338851000 0 None None ELIGIBILITY The work should be Completed in 03 (Three) Months (including Mansoon) None 1708338851000 0 None None ELIGIBILITY EMD of Rs. 89500.00 is to be paid in full through e-payment None 1708338851000 0 None None ELIGIBILITY If the bidder quoted rates less than the estimate/ tendered rates, he has to remit the difference amount in the form of DD/FDR (drawn in favour of (Executive Engineer, PWD Division, Sedam) only, duly uploading the scanned copy of the same in the e-portal at the time of submitting the bid. The original shall be submitted to this office at the time of opening of the bid. Failing which the bid will be liable for rejection (DD Only National Banks) None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Contractors KPWD Civil Registration Certificate True Technical Bid Annual Turn Over Certificate from 2018-19 to 2022-23 Must be with the UDIN No Other Wise Turnover is not Considered True Technical Bid Work Done 50 percentage Single similar Nature of work With Indent NO True Technical Bid LESS DD Upload Difference DD/BG/FDR Nationalized Bank True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None