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noticeInvitingTenderDTO	createdTs 1721285372395 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 572000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 03-08-2024 16:00:00 tenderQueryClose 30-07-2024 12:00:17 technicalBidOpen 05-08-2024 11:00:00 publishedDate 24-07-2024 18:32:36 publishedByPost PWD_EE_DIV_BLR publishedByUser KPE10627 - HEMARAJA bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 30-07-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Technical Assistant splitEmdRequiredYn True emdBankGuarantee 472000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08392266123 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1721285372430 version 7 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT11287 title Construction of Cement Concrete Road in Annapurneshwari Camp, Srinivasnagar, Dammuru-Shantinagar, Kallukumba, Kyadigehal of Kurugodu Taluk and Chanal, Sridhargadde, Balajingar Camp and Lakshminagar Camp in Ballari Taluk, Under 5054 (Plan) MDR Improvements for the year 2024-25. description Construction of Cement Concrete Road in Annapurneshwari Camp, Srinivasnagar, Dammuru-Shantinagar, Kallukumba, Kyadigehal of Kurugodu Taluk and Chanal, Sridhargadde, Balajingar Camp and Lakshminagar Camp in Ballari Taluk, Under 5054 (Plan) MDR Improvements for the year 2024-25. category WORKS categoryText Works ecv 38123283.28 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1693 locationName PWD Division Office Ballari provisionalAmount 45000000.0 groupOverheadTotal 0.0 fileNumber KPWD/AEE/PWD/SDN/BAL/NABARD/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Shreedharagadde Village in Ballari Taluk. (CC Road) 4564395.25 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539792 127688 None I.No. 1.12 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. In all kinds of soils upto 300 mm depth (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.12) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 99.75 99.75 581.25 False None None False None False 57979.6875 0 3539793 127688 None I.No. 3.7 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 (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 110.25 110.25 348.75 False None None False None False 38449.6875 0 3539794 127688 None I.No. 3.6 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 slope and compacted to meet requirement of table No. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 517.65 517.65 263.5 False None None False None False 136400.775 0 3539795 127688 None I.No. 4.1.A.(v) Granular Sub-Base A 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2611.35 2611.35 232.5 False None None False None False 607138.875 0 3539796 127688 None I.No. 4.17 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. (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2686.95 2686.95 383.62 False None None False None False 1030767.759 0 3539797 127688 None I.No. 16.28 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 14days, 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. (COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.No - 149) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 7091.7 7091.7 378.5 False None None False None False 2684208.45 0 3539798 127688 None I.No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (COMMON SR 2023-24, Vol-3 Sl.No. 8.54 ,P.No - 78) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Shreedharagadde Village in Ballari Taluk. (CC Drain) 640711.7 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539799 127689 None 2.8 (ii), A Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete,wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Cement Concrete Grade M-15 & M-20 (COMMON SR 2023-24, Vol-3 Sl.No. 2.8 (ii), A ,P.No - 10) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 754.95 754.95 27.0 False None None False None False 20383.65 0 3539800 127689 None I.No. 1.14.1 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 107.1 107.1 72.0 False None None False None False 7711.2 0 3539801 127689 None I.No. 2.1.3 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6288.45 6288.45 7.2 False None None False None False 45276.84 0 3539802 127689 None 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 (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6639.15 6639.15 38.4 False None None False None False 254943.36 0 3539803 127689 None I.No. 2.4.2 Appendix I - Additionalities for Formwork, Centering & Scaffolding S.N.2 35 percent P.N. 115 ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2323.7 2323.7 38.4 False None None False None False 89230.08 0 3539804 127689 None I.No. 2.11 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Tonne 82961.55 82961.55 2.69 False None None False None False 223166.5695 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Balaji Nagar Camp in Ballari Taluk. (CC Road) 4215629.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539805 127690 None I.No. 2.5 (ii).A Clearing and grubbing road land including uprooting rank vegetation, 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..(ii) By Mechanical Means using Dozer (A) In area of light jungle (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 412.65 412.65 4.55 False None None False None False 1877.5575 0 3539806 127690 None I.No. 3.7 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 (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 110.25 110.25 480.75 False None None False None False 53002.6875 0 3539807 127690 None I.No. 3.6 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 slope and compacted to meet requirement of table No. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 517.65 517.65 605.63 False None None False None False 313504.3695 0 3539808 127690 None I.No. 4.1.A.(v) Granular Sub-Base A 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2611.35 2611.35 290.25 False None None False None False 757944.3375 0 3539809 127690 None I.No. 4.17 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. (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2686.95 2686.95 191.62 False None None False None False 514873.359 0 3539810 127690 None I.No. 16.28 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 14days, 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. (COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.No - 149) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6692.7 6692.7 383.25 False None None False None False 2564977.275 0 3539811 127690 None I.No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (COMMON SR 2023-24, Vol-3 Sl.No. 8.54 ,P.No - 78) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Balaji Nagar Camp in Ballari Taluk. (Cross Drainage) 118799.1 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539812 127691 None I.No. 1.14.1 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 107.1 107.1 6.3 False None None False None False 674.73 0 3539813 127691 None I.No. 2.1.3 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6288.45 6288.45 2.1 False None None False None False 13205.745 0 3539814 127691 None I.No. 16.15.B Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 (COMMON SR 2023-24, Vol-3 Sl.No. 16.15.B, P.No - 146) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Mtr 3501.75 3501.75 22.5 False None None False None False 78789.375 0 3539815 127691 None I.No. 1.8 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 497.7 497.7 52.5 False None None False None False 26129.25 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Laxmi Nagar Camp in Ballari Taluk. (CC Road) 3434740.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539816 127692 None I.No. 2.5 (ii).A Clearing and grubbing road land including uprooting rank vegetation, 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..(ii) By Mechanical Means using Dozer (A) In area of light jungle (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 412.65 412.65 3.64 False None None False None False 1502.046 0 3539817 127692 None I.No. 3.7 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 (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 110.25 110.25 390.0 False None None False None False 42997.5 0 3539818 127692 None I.No. 3.6 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 slope and compacted to meet requirement of table No. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 517.65 517.65 507.0 False None None False None False 262448.55 0 3539819 127692 None I.No. 4.1.A.(v) Granular Sub-Base A 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2611.35 2611.35 234.0 False None None False None False 611055.9 0 3539820 127692 None I.No. 4.17 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. (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2686.95 2686.95 156.0 False None None False None False 419164.2 0 3539821 127692 None I.No. 16.28 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 14days, 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. (COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.No - 149) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6692.7 6692.7 312.0 False None None False None False 2088122.4 0 3539822 127692 None I.No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (COMMON SR 2023-24, Vol-3 Sl.No. 8.54 ,P.No - 78) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Laxmi Nagar Camp in Ballari Taluk. (Cross Drainage) 75715.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539823 127693 None I.No. 1.14.1 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 107.1 107.1 4.2 False None None False None False 449.82 0 3539824 127693 None I.No. 2.1.3 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6288.45 6288.45 1.4 False None None False None False 8803.83 0 3539825 127693 None I.No. 16.15.B Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 (COMMON SR 2023-24, Vol-3 Sl.No. 16.15.B, P.No - 146) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Mtr 3501.75 3501.75 15.0 False None None False None False 52526.25 0 3539826 127693 None I.No. 1.8 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 497.7 497.7 28.0 False None None False None False 13935.6 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Dammur Village in Ballari Taluk. (CC Road) 2484975.51 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539827 127694 None I.No. 2.5 (ii).A Clearing and grubbing road land including uprooting rank vegetation, 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..(ii) By Mechanical Means using Dozer (A) In area of light jungle (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 412.65 412.65 3.57 False None None False None False 1473.1605 0 3539828 127694 None I.No. 3.7 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 (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 110.25 110.25 229.5 False None None False None False 25302.375 0 3539829 127694 None I.No. 3.6 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 slope and compacted to meet requirement of table No. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 517.65 517.65 433.5 False None None False None False 224401.275 0 3539830 127694 None I.No. 4.1.A.(v) Granular Sub-Base A 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2611.35 2611.35 127.5 False None None False None False 332947.125 0 3539831 127694 None I.No. 4.17 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. (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2686.95 2686.95 210.37 False None None False None False 565253.6715 0 3539832 127694 None I.No. 16.28 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 14days, 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. (COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.No - 149) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 7091.7 7091.7 187.0 False None None False None False 1326147.9 0 3539833 127694 None I.No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (COMMON SR 2023-24, Vol-3 Sl.No. 8.54 ,P.No - 78) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Dammur Village in Ballari Taluk. (CC Drain) 737184.36 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539834 127695 None I.No. 8.24.2 Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete. in slussy condition (COMMON SR 2023-24, Vol-1, P.NO -104, SL. No - 8.24.2) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 373.8 373.8 96.0 False None None False None False 35884.8 0 3539835 127695 None I.No. 1.14.1 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 107.1 107.1 256.0 False None None False None False 27417.6 0 3539836 127695 None I.No. 2.1.3 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6288.45 6288.45 14.0 False None None False None False 88038.3 0 3539837 127695 None 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 (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6639.15 6639.15 45.0 False None None False None False 298761.75 0 3539838 127695 None I.No. 2.4.2 Appendix I - Additionalities for Formwork, Centering & Scaffolding S.N.2 35 percent P.N. 115 ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Mtr 2323.7 2323.7 45.0 False None None False None False 104566.5 0 3539839 127695 None I.No. 2.11 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Tonne 82961.55 82961.55 2.2 False None None False None False 182515.41 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Dammur Village in Ballari Taluk. (Cross Drainage) 988959.76 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539840 127696 None I.No. 2.11 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. iv. Dismantling Stone Masonry By Mechanical means Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means (COMMON SR 2023-24, Vol-3, P.NO -10, SL. No -2.11 ) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 189.0 189.0 2.7 False None None False None False 510.3 0 3539841 127696 None I.No. 1.14.1 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 107.1 107.1 119.0 False None None False None False 12744.9 0 3539842 127696 None I.No. 2.1.3 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6288.45 6288.45 10.5 False None None False None False 66028.725 0 3539843 127696 None 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 (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6639.15 6639.15 61.6 False None None False None False 408971.64 0 3539844 127696 None I.No. 2.4.2 Appendix I - Additionalities for Formwork, Centering & Scaffolding S.N.2 35 percent P.N. 115 ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Mtr 2323.7 2323.7 61.6 False None None False None False 143139.92 0 3539845 127696 None I.No. 2.11 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Tonne 82961.55 82961.55 4.31 False None None False None False 357564.2805 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Chanal Village in Ballari Taluk. (CC Road) 852954.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539846 127697 None I.No. 2.5 (ii).A Clearing and grubbing road land including uprooting rank vegetation, 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.(ii) By Mechanical Means using Dozer (A) In area of light jungle (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Sqm 412.65 412.65 170.0 False None None False None False 70150.5 0 3539847 127697 None I.No. 3.7 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 (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 110.25 110.25 63.75 False None None False None False 7028.4375 0 3539848 127697 None I.No. 3.6 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 slope and compacted to meet requirement of table No. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 517.65 517.65 106.25 False None None False None False 55000.3125 0 3539849 127697 None I.No. 4.1.A.(v) Granular Sub-Base A 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2611.35 2611.35 40.0 False None None False None False 104454.0 0 3539850 127697 None I.No. 4.17 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. (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2686.95 2686.95 67.5 False None None False None False 181369.125 0 3539851 127697 None I.No. 16.28 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 14days, 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. (COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.No - 149) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 7091.7 7091.7 60.0 False None None False None False 425502.0 0 3539852 127697 None I.No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (COMMON SR 2023-24, Vol-3 Sl.No. 8.54 ,P.No - 78) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Chanal Village in Ballari Taluk. (CC Drain) 1934546.73 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539853 127698 None I.No. 8.24.2 Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete. in slussy condition (COMMON SR 2023-24, Vol-1, P.NO -104, SL. No - 8.24.2) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 373.8 373.8 170.3 False None None False None False 63658.14 0 3539854 127698 None I.No. 1.14.1 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 107.1 107.1 280.8 False None None False None False 30073.68 0 3539855 127698 None I.No. 2.1.3 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6288.45 6288.45 29.7 False None None False None False 186766.965 0 3539856 127698 None 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 (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6639.15 6639.15 109.35 False None None False None False 725991.0525 0 3539857 127698 None I.No. 2.4.2 Appendix I - Additionalities for Formwork, Centering & Scaffolding S.N.2 35 Percent P.N. 115 ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2323.7 2323.7 109.35 False None None False None False 254096.595 0 3539858 127698 None I.No. 2.11 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Tonne 82961.55 82961.55 5.25 False None None False None False 435548.1375 0 3539859 127698 None I.No. 12.3.A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A Granular material 710.1.4.of IRC:78 &2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 1226.4 1226.4 194.4 False None None False None False 238412.16 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Chanal Village in Ballari Taluk. (Cross Drainage) 1445091.11 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539860 127699 None I.No. 2.11 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. iv. Dismantling Stone Masonry By Mechanical means Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means (COMMON SR 2023-24, Vol-3, P.NO -10, SL. No -2.11 ) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 189.0 189.0 54.0 False None None False None False 10206.0 0 3539861 127699 None I.No. 2.8 ii a Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical Means Cement Concrete Grade M-15 & M-20 (COMMON SR 2023-24, Vol-3, P.NO -10, SL. No -2.8 ii a) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 754.95 754.95 12.0 False None None False None False 9059.4 0 3539862 127699 None I.No. 1.14.1 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 107.1 107.1 154.0 False None None False None False 16493.4 0 3539863 127699 None I.No. 2.1.3 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6288.45 6288.45 13.2 False None None False None False 83007.54 0 3539864 127699 None 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 (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6639.15 6639.15 83.6 False None None False None False 555032.94 0 3539865 127699 None I.No. 2.4.2 Appendix I - Additionalities for Formwork, Centering & Scaffolding S.N.2 35 percent P.N. 115 ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Mtr 2323.7 2323.7 83.6 False None None False None False 194261.32 0 3539866 127699 None I.No. 2.11 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Tonne 82961.55 82961.55 6.37 False None None False None False 528465.0735 0 3539867 127699 None I.No. 12.3.A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A Granular material 710.1.4.of IRC:78 &2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 1226.4 1226.4 39.6 False None None False None False 48565.44 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Annapoorneshwari Camp in Ballari Taluk. (CC Road) 3704297.46 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539868 127700 None I.No. 2.5 (ii).A Clearing and grubbing road land including uprooting rank vegetation, 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..(ii) By Mechanical Means using Dozer (A) In area of light jungle (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 412.65 412.65 11.2 False None None False None False 4621.68 0 3539869 127700 None I.No. 3.7 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 (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 110.25 110.25 393.0 False None None False None False 43328.25 0 3539870 127700 None I.No. 3.6 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 slope and compacted to meet requirement of table No. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 517.65 517.65 564.0 False None None False None False 291954.6 0 3539871 127700 None I.No. 4.1.A.(v) Granular Sub-Base A 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2611.35 2611.35 233.5 False None None False None False 609750.225 0 3539872 127700 None I.No. 4.17 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. (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2686.95 2686.95 255.75 False None None False None False 687187.4625 0 3539873 127700 None I.No. 16.28 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 14days, 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. (COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.No - 149) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6692.7 6692.7 307.5 False None None False None False 2058005.25 0 3539874 127700 None I.No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (COMMON SR 2023-24, Vol-3 Sl.No. 8.54 ,P.No - 78) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Annapoorneshwari Camp in Ballari Taluk. (Electrical Line work - Material) 88683.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539875 127701 None I.No. 1.04 PSCC Pole - 8 Mtr Long, 140 Kg WL, ELE SR 2021-22, (Page No- 1, BESCOM III ,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 2496.0 2496.0 6.0 False None None False None False 14976.0 0 3539876 127701 None I.No. 6.05 11 kV, 5 kN Composite/Polymeric Pin Insulator ELE SR 2021-22, (Page No- 2, BESCOM III ,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 221.0 221.0 60.0 False None None False None False 13260.0 0 3539877 127701 None I.No. 5 LT 4 Pin Cross Arm with clamps, bolts, nuts and washers ELE SR 2021-22, (Page No- 5, BESCOM V Cost Data Sheet-1,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Set 439.0 439.0 12.0 False None None False None False 5268.0 0 3539878 127701 None I.No. 6.08 45 KN Disk Insulators ELE SR 2021-22, (Page No- 2, BESCOM III ,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 470.0 470.0 60.0 False None None False None False 28200.0 0 3539879 127701 None I.No. 7.01 Weasel ACSR (6/2.59 mm Al + 1/2.59 mm St), Std Wt: 128 Kg/KM ELE SR 2021-22, (Page No- 3, BESCOM III ,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. m 37.02 37.02 480.0 False None None False None False 17769.6 0 3539880 127701 None I.No. 2.16 Spiral Earth Electrode ELE SR 2021-22, (Page No- 2, BESCOM III ,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 248.0 248.0 6.0 False None None False None False 1488.0 0 3539881 127701 None I.No. 5.12 Anchor Raod using 12mm round/G ELE SR 2021-22, (Page No- 2, BESCOM III ,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 265.0 265.0 6.0 False None None False None False 1590.0 0 3539882 127701 None I.No. 5.11 Turn buckle (GI) ELE SR 2021-22, (Page No- 2, BESCOM III ,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 252.0 252.0 6.0 False None None False None False 1512.0 0 3539883 127701 None I.No. 54.01 G.I Grounding pipe,B-Class, 4 ELE SR 2021-22, (Page No- 17, BESCOM III ,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 770.0 770.0 6.0 False None None False None False 4620.0 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Annapoorneshwari Camp in Ballari Taluk. (Electrical Line work - Labour) 30925.2 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539884 127702 None I.No. 1.04 PSCC Pole - 8 Mtr Long, 140 Kg WL, ELE SR 2021-22, (Page No- 1, BESCOM III ,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 2037.0 2037.0 6.0 False None None False None False 12222.0 0 3539885 127702 None I.No. 5 LT 4 Pin Cross Arm with clamps, bolts, nuts and washers ELE SR 2021-22, (Page No- 5, BESCOM V Cost Data Sheet-1,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Set 232.0 232.0 12.0 False None None False None False 2784.0 0 3539886 127702 None I.No. 6.01 Stringing of Conductor (including pin binding, providing jumps, dead ending, etc.,) -Weasel ELE SR 2021-22, (Page No- 3, BESCOM IV ,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. m 2.91 2.91 480.0 False None None False None False 1396.8 0 3539887 127702 None I.No. 6.04 Releasing of Conductor-Weasel ELE SR 2021-22, (Page No- 3, BESCOM IV ,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. m 2.18 2.18 480.0 False None None False None False 1046.4 0 3539888 127702 None I.No. 2.16 Spiral Earth Electrode ELE SR 2021-22, (Page No- 2, BESCOM III ,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 70.0 70.0 6.0 False None None False None False 420.0 0 3539889 127702 None I.No. 5.12 Anchor Raod using 12mm round/G ELE SR 2021-22, (Page No- 2, BESCOM III ,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 448.0 448.0 6.0 False None None False None False 2688.0 0 3539890 127702 None I.No. 5.11 Turn buckle (GI) ELE SR 2021-22, (Page No- 2, BESCOM III ,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 242.0 242.0 6.0 False None None False None False 1452.0 0 3539891 127702 None I.No. 54.01 G.I Grounding pipe,B-Class, 4 ELE SR 2021-22, (Page No- 17, BESCOM III ,) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 1486.0 1486.0 6.0 False None None False None False 8916.0 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Kyadigehal Village in Ballari Taluk. (CC Road) 3369274.65 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539892 127703 None I.No. 2.19 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (COMMON SR 2023-24, Vol-3, P.NO -12, SL. No -2.19) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 591.15 591.15 225.0 False None None False None False 133008.75 0 3539893 127703 None I.No. 3.7 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 (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 110.25 110.25 306.0 False None None False None False 33736.5 0 3539894 127703 None I.No. 3.6 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 slope and compacted to meet requirement of table No. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 517.65 517.65 408.0 False None None False None False 211201.2 0 3539895 127703 None I.No. 4.1.A.(v) Granular Sub-Base A 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2611.35 2611.35 187.0 False None None False None False 488322.45 0 3539896 127703 None I.No. 4.17 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. (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2686.95 2686.95 255.0 False None None False None False 685172.25 0 3539897 127703 None I.No. 16.28 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 14days, 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. (COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.No - 149) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 7091.7 7091.7 255.0 False None None False None False 1808383.5 0 3539898 127703 None I.No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (COMMON SR 2023-24, Vol-3 Sl.No. 8.54 ,P.No - 78) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Kyadigehal Village in Ballari Taluk. (CC Drain) 420916.71 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539899 127704 None I.No. 2.8 ii a Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical Means Cement Concrete Grade M-15 & M-20 (COMMON SR 2023-24, Vol-3, P.NO -10, SL. No -2.8 ii a) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 754.95 754.95 34.8 False None None False None False 26272.26 0 3539900 127704 None I.No. 1.14.1 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 107.1 107.1 83.2 False None None False None False 8910.72 0 3539901 127704 None I.No. 2.1.3 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6288.45 6288.45 8.8 False None None False None False 55338.36 0 3539902 127704 None 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 (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6639.15 6639.15 25.2 False None None False None False 167306.58 0 3539903 127704 None I.No. 2.4.2 Appendix I - Additionalities for Formwork, Centering & Scaffolding S.N.2 35 Percent P.N. 115 ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2323.7 2323.7 25.2 False None None False None False 58557.24 0 3539904 127704 None I.No. 2.11 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Tonne 82961.55 82961.55 1.26 False None None False None False 104531.553 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Kyadigehal Village in Ballari Taluk. (Cross Drainage) 632340.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539905 127705 None I.No. 1.14.1 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 107.1 107.1 84.0 False None None False None False 8996.4 0 3539906 127705 None I.No. 2.1.3 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6288.45 6288.45 7.2 False None None False None False 45276.84 0 3539907 127705 None 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 (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6639.15 6639.15 38.4 False None None False None False 254943.36 0 3539908 127705 None I.No. 2.4.2 Appendix I - Additionalities for Formwork, Centering & Scaffolding S.N.2 35 percent P.N. 115 ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Mtr 2323.7 2323.7 38.4 False None None False None False 89230.08 0 3539909 127705 None I.No. 2.11 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Tonne 82961.55 82961.55 2.5 False None None False None False 207403.875 0 3539910 127705 None I.No. 12.3.A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A Granular material 710.1.4.of IRC:78 &2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 1226.4 1226.4 21.6 False None None False None False 26490.24 0 1721285372000 0 None None Roads Improvement of Cement Concrete Road in Srinivas Camp in Ballari Taluk. (CC Road) 3862587.2 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539911 127706 None I.No. 2.5 (ii).A Clearing and grubbing road land including uprooting rank vegetation, 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..(ii) By Mechanical Means using Dozer (A) In area of light jungle (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Sqm 412.65 412.65 3.85 False None None False None False 1588.7025 0 3539912 127706 None I.No. 3.7 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 (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 110.25 110.25 434.62 False None None False None False 47916.855 0 3539913 127706 None I.No. 3.6 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 slope and compacted to meet requirement of table No. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 517.65 517.65 558.37 False None None False None False 289040.2305 0 3539914 127706 None I.No. 4.1.A.(v) Granular Sub-Base A 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2611.35 2611.35 262.25 False None None False None False 684826.5375 0 3539915 127706 None I.No. 4.17 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. (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2686.95 2686.95 176.06 False None None False None False 473064.417 0 3539916 127706 None I.No. 16.28 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 14days, 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. (COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.No - 149) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6692.7 6692.7 352.13 False None None False None False 2356700.451 0 3539917 127706 None I.No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (COMMON SR 2023-24, Vol-3 Sl.No. 8.54 ,P.No - 78) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 1721285373000 0 None None Roads Improvement of Cement Concrete Road in Srinivas Camp in Ballari Taluk. (Cross Drainage) 79199.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539918 127707 None I.No. 1.14.1 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 107.1 107.1 4.2 False None None False None False 449.82 0 3539919 127707 None I.No. 2.1.3 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6288.45 6288.45 1.4 False None None False None False 8803.83 0 3539920 127707 None I.No. 16.15.B Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 (COMMON SR 2023-24, Vol-3 Sl.No. 16.15.B, P.No - 146) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Mtr 3501.75 3501.75 15.0 False None None False None False 52526.25 0 3539921 127707 None I.No. 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 497.7 497.7 35.0 False None None False None False 17419.5 0 1721285373000 0 None None Roads Improvement of Cement Concrete Road in Kallukamba Village in Ballari Taluk. (CC Road) 4441354.67 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3539922 127708 None I.No. 2.5 (ii).A Clearing and grubbing road land including uprooting rank vegetation, 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..(ii) By Mechanical Means using Dozer (A) In area of light jungle (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Sqm 412.65 412.65 3.01 False None None False None False 1242.0765 0 3539923 127708 None I.No. 1.12 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. In all kinds of soils upto 300 mm depth (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.12) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 99.75 99.75 1657.5 False None None False None False 165335.625 0 3539924 127708 None I.No. 3.7 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 (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 110.25 110.25 497.25 False None None False None False 54821.8125 0 3539925 127708 None I.No. 3.6 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 slope and compacted to meet requirement of table No. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 517.65 517.65 664.87 False None None False None False 344169.9555 0 3539926 127708 None I.No. 4.1.A.(v) Granular Sub-Base A 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2611.35 2611.35 294.25 False None None False None False 768389.7375 0 3539927 127708 None I.No. 4.17 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. (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 2686.95 2686.95 192.75 False None None False None False 517909.6125 0 3539928 127708 None I.No. 16.28 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 14days, 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. (COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.No - 149) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. Cum 6692.7 6692.7 385.5 False None None False None False 2580035.85 0 3539929 127708 None I.No. 8.54 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (COMMON SR 2023-24, Vol-3 Sl.No. 8.54 ,P.No - 78) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. No 9450.0 9450.0 1.0 False None None False None False 9450.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1721285374000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1721285374000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1721285374000 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 1721285374000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1721285374000 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 1721635509000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1721635523000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non accessibility of e Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1721635532000 0 None None ELIGIBILITY As per Karnataka State Government order No LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.07.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. None 1721635544000 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 1721635556000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders, except GST, which will be paid separately. None 1721635565000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1721635576000 0 None None ELIGIBILITY The Tenderer shall obtain the required work done certificates from the Competent Authority not below the rank of Executive Engineer or equivalent. None 1721635586000 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 1721635596000 0 None None ELIGIBILITY The Tenderer shall scan Original Ownership Documents/ Lease/ Hire commitment Agreement for the Machineries and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification. None 1721635614000 0 None None ELIGIBILITY The Employer reserves the right to reject any or all Tenders without assigning any reason or whatsoever. None 1721635631000 0 None None ELIGIBILITY The tenderer shall maintain the Road/Building during the defect liability period at his own cost. None 1721635642000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing e-procurement portal. None 1721635653000 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 1721635665000 0 None None ELIGIBILITY The star rates in respect of specified materials (Cement, Steel and Bitumen) shall be payable as per Government Circular No.PWD/159/CRM/2009 Dated 30-09-2010 (If applicable for this work). None 1721635678000 0 None None ELIGIBILITY The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion. None 1721635689000 0 None None ELIGIBILITY Agency shall comply with ISO14001 (Environmental Management System) requirement during execution of work. None 1721635701000 0 None None ELIGIBILITY It is mandatory to use Manufactured Sand for works costing more than 10.00 crores, as per Government Circular No.PWD/72/BMS/2013 dated 31-07-2013. Also it is mandatory that the bidders should upload the required documents which demonstrate that, the bidder owns sand manufacturing unit or an agreement with the manufactured sand suppliers. The manufactured sand that should be got tested to confirm IS 383-2007 before use. Further, the contractor shall have his own Artificial sand manufacturing plant Unit. None 1721635712000 0 None None ELIGIBILITY Contractor should establish a fully functional laboratory at site at their own cost and risk in order to carry out all the required tests as per approved Quality Assurance Plan (QAP) for satisfactory completion. None 1721635726000 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 till completion. Contractor should indemnify the client to that extent. None 1721635734000 0 None None ELIGIBILITY Contractor should adhere to HSE policy applicable for similar projects. Contractor to that extent should submit HSE document defining all the procedure including the policies before execution of the project. None 1721635744000 0 None None ELIGIBILITY Contractor should follow strictly the prevailing rules of Labour Act and applicable any other law as concerned to work. None 1721635753000 0 None None ELIGIBILITY If undue delay caused by the contractor, the progressive damages caused to road will be assessed and make good at the cost and risk of the contractor. In addition, suitable action will be initiated against the contractor for the damages occurred during the undue delay period in accordance with the Karnataka Highway Act, 1964. None 1721635779000 0 None None ELIGIBILITY Financial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of the 2024-25. And Value at 2024-25 price level, of existing commitments and on-going works to be executed during the next 12 months (Financial commitment of previous years shall be given a weightage of 10% per year to bring them to the price level of the 2024-25) in the Technical Qualification Criteria mentioned in the next section. None 1721635787000 0 None None ELIGIBILITY It is mandatory for the contractor to upload the work done certificate issued by an officer not below the rank of Executive Engineer duly indicating the work indent numbers for works costing more than Rs.5.00 lakhs. None 1721635797000 0 None None ELIGIBILITY The tenderer shall note that, the GST at 18% shall be paid to the tendered amount separately. None 1721635806000 0 None None ELIGIBILITY The tenderer shall note that, the increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1721635815000 0 None None ELIGIBILITY The tenderers shall note that, as per The Karnataka Minor Mineral Concession Rules-1964, it is mandatory to submit the Mineral dispatch Permits (MDPs) issued by a competent authority, along with the bills. If not, penalty will be levied as per the prevailing clauses. None 1721635825000 0 None None ELIGIBILITY Any dispute or difference or claim arising out of or in connection with or relating to the present contract or the breach, termination or invalidity thereof shall be referred and settled under the arbitration Centre-Karnataka (Domestic and International) Rules 2012 by one or more arbitrators appointed in accordance with its rules. None 1721635836000 0 None None ELIGIBILITY It is mandatory to furnish the information regarding works which are yet to be completed, as on date of submission of his tender, in format-5. The tenderer shall note that, deliberately not furnishing the correct information is liable for rejection of such tenders. None 1721635846000 0 None None ELIGIBILITY The time stipulated for completion of work is 9 (Nine) calendar months including rainy season. None 1721635854000 0 None None ELIGIBILITY The defect liability period for the work is 5 (Five) Years None 1721635886000 1 None None ELIGIBILITY As Per the Government order, the defect liability period for this project is 5 Years (Five) Years (For Initial 2 years after completion of work, road shall be maintained by the contractor at his own cast and risk. subsequently, for 3rd, 4th and 5th years, maintenance shall be carried out as per BOQ None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None To qualify for award of this contract, each Tenderer in his/her name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 and 2023-24, achieved in at least two financial years an annual financial turnover (in all classes of civil engineering construction works only) of Rs.762.47 Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None To qualify for award of this contract, each Tenderer in his/her name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 and 2023-24, satisfactorily completed as prime contractor, at least one Similar Nature of Work such as Construction of cement concrete road and drain work of value not less than Rs.190.62 Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Satisfactory Performance Certificate None None None None To qualify for award of this contract, each Tenderer in his/her name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 and 2023-24 had executed in any one Financial year, the following minimum quantities items of work (a)Earthwork Excavation/Formation of Road Embankment/Sub-grade/sub-base-6236 Cum. (b) Granular sub-base-1521 Cum (c) Wet Mix Macadam/Water bound macadam - 1511 Cum (d) PCC/RCC-2494 Cum (e) Steel reinforcement - 20 MT Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Quanity wise work done certificate None None None None Tenderer shall further demonstrate : Availability Tippers, by Own - 2 No. and by Own / Hire / Lease - 2 No. (The documents in proof of ownership shall have to be attested by Notary or Government Gazetted Officer). At the time of opening of the Technical Bid, the documents to be submitted in original for verification. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Documents of machinaries None None None None Tenderer shall further demonstrate : Availability Vehicle mounted water tanker (a) By own- 1 No and (b) By own/Hire/Lease -1 No. (The documents in proof of ownership shall have to be attested by Notary or Government Gazetted Officer). At the time of opening of the Technical Bid, the documents to be submitted in original for verification Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Documents of machineries None None None None Tenderer shall further demonstrate : Availability by Own/Hire/Lease -Hydraulic Excavator - 1 No (The documents in proof of ownership shall have to be attested by Notary or Government Gazetted Officer). At the time of opening of the Technical Bid, the documents to be submitted in original for verification. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Documents of machineries None None None None Tenderer shall further demonstrate : Availability of Self loading mobile concrete mixer by own-1 No and by own/hire/lease-1 No (The documents in proof of ownership shall have to be attested by Notary or Government Gazetted Officer). At the time of opening of the Technical Bid, the documents to be submitted in original for verification. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Documents of machineries None None None None Tenderer shall further demonstrate : Availability by Own - Vibratory Road Roller - 1 No (The documents in proof of ownership shall have to be attested by Notary or Government Gazetted Officer). At the time of opening of the Technical Bid, the documents to be submitted in original for verification. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Documents of machineries None None None None Liquid Assets and /or availability of credit facilities of no less than Rs.127.08 Lakhs (Un-conditional Credit Lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. from any nationalized or scheduled bank. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Copy of Registration for having registered in KPWD under Class-II and above category Others Constitutional and Legal Status of Tenderer createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Detailed information on committed offers of works on hand and on going works which are yet to be completed. Others Existing commitments createdTs version createdDate modifiedDate documentName None None None None Others -- Existing commitments None None None None Detailed information of the works for which Tenderer has submitted his tender in different departments either Central or State. Others Tendered Works createdTs version createdDate modifiedDate documentName None None None None Others -- Tendered works None None None None Detailed information on litigation in which the Tenderer is involved as concerned to Government works Others Litigation createdTs version createdDate modifiedDate documentName None None None None Others -- Litigation None None None None Detailed information of the works for which LOA received for the works tendered from different departments either Central or State. Others New works createdTs version createdDate modifiedDate documentName None None None None Others -- New works
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate issued by Chartered accountant compulsorily indicating UDIN True Technical Bid Contractor Registration certificate for having registered under Class-II and above category in KPWD True Technical Bid Similar work done certificate issued by an officer not below the rank of Executive Engineer True Technical Bid Quantity wise work done certificate issued by an officer not below the rank of Executive Engineer True Technical Bid Un-conditional Bank line of credit from any Nationalized or scheduled bank True Technical Bid Documents of machineries True Technical Bid Current contract commitments True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1721737056000 version 0 createdDate None modifiedDate None blockNumber Office of the Executive Engineer, Fort Main Road street None city Ballari state Karnataka pin 583102
tenderRecallDTO	None