createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1709427520677 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy RESERVED invitingStrategyText Reserved taxType INCLUSIVE_TAX tenderFee 1580.00 emd 71870.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 11-03-2024 16:00:00 tenderQueryClose 06-03-2024 11:00:00 technicalBidOpen 12-03-2024 16:15:00 publishedDate 03-03-2024 06:35:24 publishedByPost RDPR_EE_DIV_KPL publishedByUser KPE15445 - H SATHYAPPA bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson EXECUTIVE ENGINEER PRE DIVISION KOPPAL splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08539220577 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1709427520730 version 4 createdDate None modifiedDate None tenderNumber RDPR/2023-24/BD/WORK_INDENT5002 title Construction of Rooms ,Const of Water Tank Supplying and Fixing of RO Plant Electrfication Toilet Cleaning Machine to Kanakagiri , Chikkamadinal, Musalapur, Hirekhed, Karatagi, Baragur, Siddapur, Gouripur, Karatagi, Singanal, Mailapur, Heroor in Kanakagiri Taluka Package No 9 (13 Villages) description Construction of Rooms ,Const of Water Tank Supplying and Fixing of RO Plant Electrfication Toilet Cleaning Machine to Kanakagiri , Chikkamadinal, Musalapur, Hirekhed, Karatagi, Baragur, Siddapur, Gouripur, Karatagi, Singanal, Mailapur, Heroor in Kanakagiri Taluka Package No 9 (13 Villages) category WORKS categoryText Works ecv 6319254.89 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 948 locationName RDPR Division Office Koppal provisionalAmount 7187000.0 groupOverheadTotal None fileNumber EE/PRED/KPL/KKRDB/KNK/PACKAGE/9
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709427521000 0 None None Buildings Providing and Installation of RO Plant Providing Water Supply and Const of Toilet at KPS School at Kanakagiri 469057.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2895403 94901 None 1.4 Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges and suchsimillar works in all kinds of soils, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, removalof stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m Cum 254.1 254.1 7.83 False None None False None False 1989.603 0 2895404 94901 None 2.1.1 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 t complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M7.5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 2.65 False None None False None False 15760.08 0 2895405 94901 None I No 5.2 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 1.74 False None None False None False 12091.086 0 2895406 94901 None 5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6515.25 6515.25 1.39 False None None False None False 9056.1975 0 2895407 94901 None 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6708.45 6708.45 2.09 False None None False None False 14020.6605 0 2895408 94901 None 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m Cum 279.3 279.3 5.04 False None None False None False 1407.672 0 2895409 94901 None 2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted usingneedle vibrators, including all lead & lifts, cost of all materials quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mmnominal size graded crushed coarseaggregates Cum 6601.35 6601.35 2.73 False None None False None False 18021.6855 0 2895410 94901 None 2.5.1 Providing and removing centering, shuttering, strutting, propping etc.and removal of form work for Foundation, Appendix I Percentage on finished rate of Concrete Per Cum PWD SR 2023-24,P No.111, (Vol-1) Sqm 3300.68 3300.68 2.33 False None None False None False 7690.5844 0 2895411 94901 None 2.11a 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 a. Buildings Tonne 93929.85 93929.85 0.27 False None None False None False 25361.0595 0 2895412 94901 None 6.7 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8621.55 8621.55 7.94 False None None False None False 68455.107 0 2895413 94901 None 8.6.1 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 339.15 339.15 79.04 False None None False None False 26806.416 0 2895414 94901 None 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign atter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 165.9 165.9 79.04 False None None False None False 13112.736 0 2895415 94901 None 9.9 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 1129.8 1129.8 8.4 False None None False None False 9490.32 0 2895416 94901 None 1.4 RCC Pipe NP 2 Light duty non presure pipe 450 mm dia Cum 242.0 242.0 8.0 False None None False None False 1936.0 0 2895417 94901 None 14.3.1 Providing and fixing white vitreous china water closet squatting pan (Indian type) :Long pattern W.C. pan of size 580 mm Each 1435.14 1435.14 2.0 False None None False None False 2870.28 0 2895418 94901 None 14.1.1.3 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as perIS:13983 with C.I. brackets and stainless steel plug 40 mm, includingpainting of fittings and brackets, cutting and making good the walls wherever required : 510x1040 mm bowl depth 200 mm Each 4963.7 4963.7 2.0 False None None False None False 9927.4 0 2895419 94901 None 13.31.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVCplain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 20 mm nominal dia Pipes Mtr 254.1 254.1 41.0 False None None False None False 10418.1 0 2895420 94901 None 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Each 9.05 9.05 1000.0 False None None False None False 9050.0 0 2895421 94901 None Basic Rate RO Water Plant for Hemodialysis 500 Ltrs/Hr Capacity Specifications Plant capacity (Ltrs/Hr) 500 Plant type Microprocessor/microcontroller controlled single stage RO water system ( Feed water TDS more than 500 PPM) System type Online ,Offline Double raw water pump ( one active and the other stand by) No Raw water feed pump capacity (LPH) 1500 Micron particle filter after activated Carbon filter for removing suspended particles more than micron size 5 Distribution of RO plant water sufficient for number of dialysis machines 5-10 Material of Booster pump (offline) Stainless Steel 316 No 159000.0 159000.0 1.0 False None None False None False 159000.0 0 2895422 94901 None 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. No 508.2 508.2 40.0 False None None False None False 20328.0 0 2895423 94901 None 13.11.1 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. 3.00 HP - 300 LPM @ 26 m = 5 STG Outlet Dia - 2.50" Each 24326.4 24326.4 1.0 False None None False None False 24326.4 0 2895424 94901 None 9.1.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 Rmtr 198.45 198.45 40.0 False None None False None False 7938.0 0 1709427521000 0 None None Buildings Providing and Installation of RO Plant to KPS School at Kanakagiri Village 211592.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2895425 94902 None Basic Rate RO Water Plant for Hemodialysis 500 Ltrs/Hr Capacity Specifications Plant capacity (Ltrs/Hr) 500 Plant type Microprocessor/microcontroller controlled single stage RO water system ( Feed water TDS more than 500 PPM) System type Online ,Offline Double raw water pump ( one active and the other stand by) No Raw water feed pump capacity (LPH) 1500 Micron particle filter after activated Carbon filter for removing suspended particles more than micron size 5 Distribution of RO plant water sufficient for number of dialysis machines 5-10 Material of Booster pump (offline) Stainless Steel 316 No 159000.0 159000.0 1.0 False None None False None False 159000.0 0 2895426 94902 None 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. No 508.2 508.2 40.0 False None None False None False 20328.0 0 2895427 94902 None 13.11.1 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. 3.00 HP - 300 LPM @ 26 m = 5 STG Outlet Dia - 2.50" Each 24326.4 24326.4 1.0 False None None False None False 24326.4 0 2895428 94902 None 9.1.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 Rmtr 198.45 198.45 40.0 False None None False None False 7938.0 0 1709427521000 0 None None Buildings Providing and Installation of RO Plant to GHPS School at Chikkamadinal Village 211592.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2895429 94903 None Basic Rate RO Water Plant for Hemodialysis 500 Ltrs/Hr Capacity Specifications Plant capacity (Ltrs/Hr) 500 Plant type Microprocessor/microcontroller controlled single stage RO water system ( Feed water TDS more than 500 PPM) System type Online ,Offline Double raw water pump ( one active and the other stand by) No Raw water feed pump capacity (LPH) 1500 Micron particle filter after activated Carbon filter for removing suspended particles more than micron size 5 Distribution of RO plant water sufficient for number of dialysis machines 5-10 Material of Booster pump (offline) Stainless Steel 316 No 159000.0 159000.0 1.0 False None None False None False 159000.0 0 2895430 94903 None 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. No 508.2 508.2 40.0 False None None False None False 20328.0 0 2895431 94903 None 13.11.1 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. 3.00 HP - 300 LPM @ 26 m = 5 STG Outlet Dia - 2.50" Each 24326.4 24326.4 1.0 False None None False None False 24326.4 0 2895432 94903 None 9.1.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia Mtr 198.45 198.45 40.0 False None None False None False 7938.0 0 1709427521000 0 None None Buildings Supplying and Fixing of RO Plant at GHPS School at Muslapur Village 211592.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2895433 94904 None Basic Rate RO Water Plant for Hemodialysis 500 Ltrs/Hr Capacity Specifications Plant capacity (Ltrs/Hr) 500 Plant type Microprocessor/microcontroller controlled single stage RO water system ( Feed water TDS more than 500 PPM) System type Online ,Offline Double raw water pump ( one active and the other stand by) No Raw water feed pump capacity (LPH) 1500 Micron particle filter after activated Carbon filter for removing suspended particles more than micron size 5 Distribution of RO plant water sufficient for number of dialysis machines 5-10 Material of Booster pump (offline) Stainless Steel 316 No 159000.0 159000.0 1.0 False None None False None False 159000.0 0 2895434 94904 None 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. Nos 508.2 508.2 40.0 False None None False None False 20328.0 0 2895435 94904 None 13.11.1 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. 3.00 HP - 300 LPM @ 26 m = 5 STG Outlet Dia - 2.50" Each 24326.4 24326.4 1.0 False None None False None False 24326.4 0 2895436 94904 None 9.1.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia Rmtr 198.45 198.45 40.0 False None None False None False 7938.0 0 1709427521000 0 None None Buildings Construction of Rooms ,Const of Water Tank Supplying and Fixing of RO Plant at GHPS School at Hirekhed Village 1602632.42 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2895437 94905 None 1.4 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 41.513 False None None False None False 10548.4533 0 2895438 94905 None 2.1.1 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates work as per technical specifications Cum 5947.2 5947.2 12.72 False None None False None False 75648.384 0 2895439 94905 None 5.2 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 11.31 False None None False None False 78592.059 0 2895440 94905 None 5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand Cum 6515.25 6515.25 8.11 False None None False None False 52838.6775 0 2895441 94905 None 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6708.45 6708.45 12.3 False None None False None False 82513.935 0 2895442 94905 None 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 279.3 279.3 45.9 False None None False None False 12819.87 0 2895443 94905 None 2.2.1 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 26.33 False None None False None False 173813.5455 0 2895444 94905 None 2.5.1 Providing and removing centring shuttering propping etc and removal of form work for foundation appendix I percentage on finished rate of concrete per cum Sqm 330.07 330.07 1.73 False None None False None False 571.0211 0 2895445 94905 None 2.5.1 Providing and removing centring shuttering propping etc and removal of form work for foundation appendix I percentage on finished rate of concrete per cum Sqm 660.14 660.14 2.73 False None None False None False 1802.1822 0 2895446 94905 None 2.5.1 Providing and removing centring shuttering propping etc and removal of form work for foundation appendix I percentage on finished rate of concrete per cum Sqm 3960.81 3960.81 5.76 False None None False None False 22814.2656 0 2895447 94905 None 2.5.1 Providing and removing centring shuttering propping etc and removal of form work for foundation appendix I percentage on finished rate of concrete per cum Sqm 3300.68 3300.68 13.1 False None None False None False 43238.908 0 2895448 94905 None 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. Tonne 93929.85 93929.85 2.75 False None None False None False 258307.0875 0 2895449 94905 None 6.7 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8621.55 8621.55 19.64 False None None False None False 169327.242 0 2895450 94905 None 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. Sqm 192.15 192.15 177.66 False None None False None False 34137.369 0 2895451 94905 None 8.6.1 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineerin-charge. Sqm 339.15 339.15 84.78 False None None False None False 28753.137 0 2895452 94905 None 8.7 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 279.3 279.3 115.38 False None None False None False 32225.634 0 2895453 94905 None 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) Sqm 165.9 165.9 84.78 False None None False None False 14065.002 0 2895454 94905 None 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 297.15 297.15 115.38 False None None False None False 34285.167 0 2895455 94905 None 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm Sqm 1202.25 1202.25 57.8 False None None False None False 69490.05 0 2895456 94905 None 9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications Sqm 1622.25 1622.25 18.7 False None None False None False 30336.075 0 2895457 94905 None 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. Cum 130412.1 130412.1 0.24 False None None False None False 31298.904 0 2895458 94905 None 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) Sqm 7816.2 7816.2 8.28 False None None False None False 64718.136 0 2895459 94905 None 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge No 4.2 4.2 7000.0 False None None False None False 29400.0 0 2895460 94905 None 88.84 Providing Wall black in 12 mm thick with CM 1:3 and applied with primer and two coats of acyrlic emulsion black paint including finishing etc complete Sqm 498.75 498.75 3.6 False None None False None False 1795.5 0 2895461 94905 None 12.80 Providing and Fixing door latch with necessary screws etc complete Sqm 299.25 299.25 3.6 False None None False None False 1077.3 0 2895462 94905 None 20.27.3 Providing and Fixing bright finished brass flush bolts with necessary brass screws etc cpmplete Each 172.2 172.2 22.0 False None None False None False 3788.4 0 2895463 94905 None 1.1.1 Electrification:Supplying heavy gauge PVC conduit pipe . dia . mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.19/20 mm dia 2 mm thick Mtr 69.0 69.0 40.0 False None None False None False 2760.0 0 2895464 94905 None 1.4.1 Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc 75 x 75 x 65 mm Nos 106.0 106.0 4.0 False None None False None False 424.0 0 2895465 94905 None 2.2.1 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Short point upto 3Mtr from tapping point to out let via switch box Nos 285.0 285.0 4.0 False None None False None False 1140.0 0 2895466 94905 None 2.2.3 Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box Nos 394.0 394.0 4.0 False None None False None False 1576.0 0 2895467 94905 None 2.2.3 Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Nos 555.0 555.0 4.0 False None None False None False 2220.0 0 2895468 94905 None 3.8 Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc, and fixing on existing wooden or metal box using N.F. screws. Sqm 0.41 0.41 1500.0 False None None False None False 615.0 0 2895469 94905 None 3.1.2 Supplying 6A flush type socket and 6 A flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3854 6A 3/5 Way Nos 147.0 147.0 16.0 False None None False None False 2352.0 0 2895470 94905 None 12.60 Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is noncorrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm Using 4ft. Copper bonded rod with backfill compound Nos 4528.0 4528.0 1.0 False None None False None False 4528.0 0 2895471 94905 None 6.3 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system Nos 1900.0 1900.0 2.0 False None None False None False 3800.0 0 2895472 94905 None 11.14.2 Supplying and fixing of slim box fitting, made out of CRCA Sheet metal body with locking type holder completely wired. Excluding Ballast & Fluorescent Tube 1 x 4' Tube light fitting Nos 361.0 361.0 4.0 False None None False None False 1444.0 0 2895473 94905 None 13.1.1 Supplying and Fixing of.mm dia class A GI pipe bracket upto 2 ms long bent at suitable angle and fixing to this bracket street light fitting of all capacities to GI or GI or rail or RCC pole / wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires Using 25mm dia G.I.Pipe Nos 978.0 978.0 1.0 False None None False None False 978.0 0 2895474 94905 None P No 23 Pre - Paid Energy Meter Single Phase, 5-30 Amps, 1.0 Accuracy Class with Key Pad Technology consumer interface unit along with pillfer proof box No 7170.0 7170.0 1.0 False None None False None False 7170.0 0 2895475 94905 None P No 6 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694:2010 1.5 mm Mtr 26.0 26.0 40.0 False None None False None False 1040.0 0 2895476 94905 None P No 6 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694:2010 2.5 mm Mtr 42.0 42.0 40.0 False None None False None False 1680.0 0 2895477 94905 None P No 6 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694:20104 mm2 Mtr 63.0 63.0 40.0 False None None False None False 2520.0 0 2895478 94905 None Basic Rate RO Water Plant for Hemodialysis 500 Ltrs/Hr Capacity Specifications Plant capacity (Ltrs/Hr) 500 Plant type Microprocessor/microcontroller controlled single stage RO water system ( Feed water TDS more than 500 PPM) System type Online ,Offline Double raw water pump ( one active and the other stand by) No Raw water feed pump capacity (LPH) 1500 Micron particle filter after activated Carbon filter for removing suspended particles more than micron size 5 Distribution of RO plant water sufficient for number of dialysis machines 5-10 Material of Booster pump (offline) Stainless Steel 316 No 159000.0 159000.0 1.0 False None None False None False 159000.0 0 2895479 94905 None 13.11.1 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. 3.00 HP - 300 LPM @ 26 m = 5 STG Outlet Dia - 2.50" Each 24326.4 24326.4 1.0 False None None False None False 24326.4 0 2895480 94905 None 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. No 508.2 508.2 38.0 False None None False None False 19311.6 0 2895481 94905 None Basic Rate Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia Rmtr 198.45 198.45 38.0 False None None False None False 7541.1 0 1709427521000 0 None None Buildings Supplying and Fixing of RO Plant at KPS Primary School JP Nagar at Karatagi Village 211592.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2895482 94906 None Basic Rate RO Water Plant for Hemodialysis 500 Ltrs/Hr Capacity Specifications Plant capacity (Ltrs/Hr) 500 Plant type Microprocessor/microcontroller controlled single stage RO water system ( Feed water TDS more than 500 PPM) System type Online ,Offline Double raw water pump ( one active and the other stand by) No Raw water feed pump capacity (LPH) 1500 Micron particle filter after activated Carbon filter for removing suspended particles more than micron size 5 Distribution of RO plant water sufficient for number of dialysis machines 5-10 Material of Booster pump (offline) Stainless Steel 316 No 159000.0 159000.0 1.0 False None None False None False 159000.0 0 2895483 94906 None 13.11.1 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. 3.00 HP - 300 LPM @ 26 m = 5 STG Outlet Dia - 2.50" Each 24326.4 24326.4 1.0 False None None False None False 24326.4 0 2895484 94906 None 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. No 508.2 508.2 40.0 False None None False None False 20328.0 0 2895485 94906 None 9.1.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 Rmtr 198.45 198.45 40.0 False None None False None False 7938.0 0 1709427521000 0 None None Buildings Supplying and Fixing of RO Plant at Govt School at Baragur Village 211592.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2895486 94907 None Basic Rate RO Water Plant for Hemodialysis 500 Ltrs/Hr Capacity Specifications Plant capacity (Ltrs/Hr) 500 Plant type Microprocessor/microcontroller controlled single stage RO water system ( Feed water TDS more than 500 PPM) System type Online ,Offline Double raw water pump ( one active and the other stand by) No Raw water feed pump capacity (LPH) 1500 Micron particle filter after activated Carbon filter for removing suspended particles more than micron size 5 Distribution of RO plant water sufficient for number of dialysis machines 5-10 Material of Booster pump (offline) Stainless Steel 316 No 159000.0 159000.0 1.0 False None None False None False 159000.0 0 2895487 94907 None 13.11.1 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. 3.00 HP - 300 LPM @ 26 m = 5 STG Outlet Dia - 2.50" Each 24326.4 24326.4 1.0 False None None False None False 24326.4 0 2895488 94907 None 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including co Nos 508.2 508.2 40.0 False None None False None False 20328.0 0 2895489 94907 None 1.6.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia No 198.45 198.45 40.0 False None None False None False 7938.0 0 1709427521000 0 None None Buildings Supplying and Fixing of RO Plant at Govt School at Siddapur Village 211592.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2895490 94908 None Basic Rate RO Water Plant for Hemodialysis 500 Ltrs/Hr Capacity Specifications Plant capacity (Ltrs/Hr) 500 Plant type Microprocessor/microcontroller controlled single stage RO water system ( Feed water TDS more than 500 PPM) System type Online ,Offline Double raw water pump ( one active and the other stand by) No Raw water feed pump capacity (LPH) 1500 Micron particle filter after activated Carbon filter for removing suspended particles more than micron size 5 Distribution of RO plant water sufficient for number of dialysis machines 5-10 Material of Booster pump (offline) Stainless Steel 316 No 159000.0 159000.0 1.0 False None None False None False 159000.0 0 2895491 94908 None 13.11.1 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. 3.00 HP - 300 LPM @ 26 m = 5 STG Outlet Dia - 2.50" Each 24326.4 24326.4 1.0 False None None False None False 24326.4 0 2895492 94908 None 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. No 508.2 508.2 40.0 False None None False None False 20328.0 0 2895493 94908 None 9.1.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia Mtr 198.45 198.45 40.0 False None None False None False 7938.0 0 1709427521000 0 None None Buildings Sinking of Borewell at GHPS and Secondary School at Kanakagiri Town 83550.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2895494 94909 None 12.1.1 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth ) Borewell depth of 0 to 50 Mtrs Mtr 388.5 388.5 65.0 False None None False None False 25252.5 0 2895495 94909 None 13.4.1 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments 0.50 HP/0.37kW Each 10678.5 10678.5 1.0 False None None False None False 10678.5 0 2895496 94909 None 13.24.1 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no outdoor type,Upto 3 HP pumps Each 7875.0 7875.0 1.0 False None None False None False 7875.0 0 2895497 94909 None 9.1.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 75mm dia Rmtr 198.45 198.45 30.0 False None None False None False 5953.5 0 2895498 94909 None 9.15.2 Lowering,laying and fusion welding Jointing for HDPE Pipes Grade PE80 / PE-100 conforming to IS 4984-2016, of specified dia. including hydrualic testing and commissioning etc.(Contractor will make his own arrangements for procuring water for testing Rmtr 67.2 67.2 30.0 False None None False None False 2016.0 0 2895499 94909 None 13.23.1 Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments Each 436.8 436.8 1.0 False None None False None False 436.8 0 2895500 94909 None 2.79.6 Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Each 1522.5 1522.5 1.0 False None None False None False 1522.5 0 2895501 94909 None 13.25.2 Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Each 1627.5 1627.5 1.0 False None None False None False 1627.5 0 2895502 94909 None 11.8.7 Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any Each 424.2 424.2 2.0 False None None False None False 848.4 0 2895503 94909 None 11.12.7 Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest amendments if any Each 368.55 368.55 2.0 False None None False None False 737.1 0 2895504 94909 None 13.25 Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. Kvar 577.5 577.5 2.0 False None None False None False 1155.0 0 2895505 94909 None 13.22.3 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. Mtr 141.75 141.75 30.0 False None None False None False 4252.5 0 2895506 94909 None 13.32 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. Job 6825.0 6825.0 1.0 False None None False None False 6825.0 0 2895507 94909 None 13.34 Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work Job 1522.5 1522.5 1.0 False None None False None False 1522.5 0 2895508 94909 None 13.37 Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. Mtr 89.25 89.25 25.0 False None None False None False 2231.25 0 2895509 94909 None 13.39 Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia Job 3937.5 3937.5 1.0 False None None False None False 3937.5 0 2895510 94909 None 12.34 Providing and laying at site of work MS casing caps as per IS 1239 (partII) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The Each 3937.5 3937.5 1.0 False None None False None False 3937.5 0 2895511 94909 None 11.10.7 supply and delivery at site wrought middle steel (galvanized) GI socket confirming to IS 1239-II, 1991 with latest amendments if any Each 391.65 391.65 7.0 False None None False None False 2741.55 0 1709427521000 0 None None Buildings Sinking of Borewell at KPS Secondary School at Karatagi Town 83550.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2895512 94910 None 12.1.1 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth ) Borewell depth of 0 to 50 Mtrs Mtr 388.5 388.5 65.0 False None None False None False 25252.5 0 2895513 94910 None 13.4.1 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments 0.50 HP/0.37kW Each 10678.5 10678.5 1.0 False None None False None False 10678.5 0 2895514 94910 None 13.24.1 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no outdoor type,Upto 3 HP pumps Each 7875.0 7875.0 1.0 False None None False None False 7875.0 0 2895515 94910 None 9.1.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 75mm dia Rmtr 198.45 198.45 30.0 False None None False None False 5953.5 0 2895516 94910 None 9.15.2 Lowering,laying and fusion welding Jointing for HDPE Pipes Grade PE80 / PE-100 conforming to IS 4984-2016, of specified dia. including hydrualic testing and commissioning etc.(Contractor will make his own arrangements for procuring water for testing Rmtr 67.2 67.2 30.0 False None None False None False 2016.0 0 2895517 94910 None 13.23.1 Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments Each 436.8 436.8 1.0 False None None False None False 436.8 0 2895518 94910 None 2.79.6 Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Each 1522.5 1522.5 1.0 False None None False None False 1522.5 0 2895519 94910 None 13.25.2 Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Each 1627.5 1627.5 1.0 False None None False None False 1627.5 0 2895520 94910 None 11.8.7 Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any Each 424.2 424.2 2.0 False None None False None False 848.4 0 2895521 94910 None 11.12.7 Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest amendments if any Each 368.55 368.55 2.0 False None None False None False 737.1 0 2895522 94910 None 13.25 Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. Kvar 577.5 577.5 2.0 False None None False None False 1155.0 0 2895523 94910 None 13.22.3 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. Mtr 141.75 141.75 30.0 False None None False None False 4252.5 0 2895524 94910 None 13.32 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. Job 6825.0 6825.0 1.0 False None None False None False 6825.0 0 2895525 94910 None 13.34 Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer Job 1522.5 1522.5 1.0 False None None False None False 1522.5 0 2895526 94910 None 13.37 Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. Mtr 89.25 89.25 25.0 False None None False None False 2231.25 0 2895527 94910 None 13.39 Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia Job 3937.5 3937.5 1.0 False None None False None False 3937.5 0 2895528 94910 None 12.34 Providing and laying at site of work MS casing caps as per IS 1239 (partII) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The Each 3937.5 3937.5 1.0 False None None False None False 3937.5 0 2895529 94910 None 11.10.7 supply and delivery at site wrought middle steel (galvanized) GI socket confirming to IS 1239-II, 1991 with latest amendments if any Each 391.65 391.65 7.0 False None None False None False 2741.55 0 1709427521000 0 None None Buildings Repairs of Electrification at GHPS Shool at Singanal Village 10813.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2895530 94911 None 3.1.2 Supplying6Aflushtypesocketand6AflushtypeSPswitcheithersurface/flushmountinginexistinggangboxorin4mmthickplasticsheetandfixingoveraflushmountedwoodenboxandwiringusingnecessary capacity wires as required as per IS 1293 and IS 3854 No 147.0 147.0 8.0 False None None False None False 1176.0 0 2895531 94911 None 9.3 Supplying capacitor type ceiling fan complete with down rod blades shakle canopies for operation on 230V 50 cycles phase AC supply confirming to ISS 374-1979 and with double ball bearing system (84/9.3) No 1900.0 1900.0 4.0 False None None False None False 7600.0 0 2895532 94911 None 11.14.2 Supplyingandfixingofslimboxfitting,madeoutofCRCASheetmetalbodywithlockingtypeholdercompletelywired.ExcludingBallast & Fluorescent Tube. 1 x 4' Tube light fitting. No 361.0 361.0 3.0 False None None False None False 1083.0 0 2895533 94911 None P No 6 Wiringforlighting/powercircuitusingoneofFRLSPVCinsulated1100Vgrade,multistrandcopperwirewithlowconductorresistancesinglecoreinopenorconcealedsystemofwiringwithspecifiedIS-694:2010 1.5 Sqm Mtr 26.0 26.0 6.0 False None None False None False 156.0 0 2895534 94911 None P No 6 Wiringforlighting/powercircuitusingoneofFRLSPVCinsulated1100Vgrade,multistrandcopperwirewithlowconductorresistancesinglecoreinopenorconcealedsystemofwiringwithspecifiedIS-694:2010 2.5 Sqm Mtr 42.0 42.0 7.0 False None None False None False 294.0 0 2895535 94911 None P No 6 Wiringforlighting/powercircuitusingoneofFRLSPVCinsulated1100Vgrade,multistrandcopperwirewithlowconductorresistancesinglecoreinopenorconcealedsystemofwiringwithspecifiedIS-694:2010 4 Sqm Mtr 63.0 63.0 8.0 False None None False None False 504.0 0 1709427521000 0 None None Buildings Repairs of Electrification at GHPS School at Mailapur Village 12545.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2895536 94912 None 3.1.2 Supplying6Aflushtypesocketand6AflushtypeSPswitcheithersurface/flushmountinginexistinggangboxorin4mmthickplasticsheetandfixingoveraflushmountedwoodenboxandwiringusingnecessary capacity wires as required as per IS 1293 and IS 3854 No 147.0 147.0 8.0 False None None False None False 1176.0 0 2895537 94912 None 9.3 Supplying capacitor type ceiling fan complete with down rod blades shakle canopies for operation on 230V 50 cycles phase AC supply confirming to ISS 374-1979 and with double ball bearing system (84/9.3) No 1900.0 1900.0 5.0 False None None False None False 9500.0 0 2895538 94912 None 11.14.2 Supplyingandfixingofslimboxfitting,madeoutofCRCASheetmetalbodywithlockingtypeholdercompletelywired.ExcludingBallast & Fluorescent Tube. 1 x 4' Tube light fitting. No 361.0 361.0 3.0 False None None False None False 1083.0 0 2895539 94912 None P No 6 Wiringforlighting/powercircuitusingoneofFRLSPVCinsulated1100Vgrade,multistrandcopperwirewithlowconductorresistancesinglecoreinopenorconcealedsystemofwiringwithspecifiedIS-694:2010 1.5 Sqm Mtr 26.0 26.0 6.0 False None None False None False 156.0 0 2895540 94912 None P No 6 Wiringforlighting/powercircuitusingoneofFRLSPVCinsulated1100Vgrade,multistrandcopperwirewithlowconductorresistancesinglecoreinopenorconcealedsystemofwiringwithspecifiedIS-694:2010 2.5 Sqm Mtr 42.0 42.0 6.0 False None None False None False 252.0 0 2895541 94912 None P No 6 Wiringforlighting/powercircuitusingoneofFRLSPVCinsulated1100Vgrade,multistrandcopperwirewithlowconductorresistancesinglecoreinopenorconcealedsystemofwiringwithspecifiedIS-694:2010 Mtr 63.0 63.0 6.0 False None None False None False 378.0 0 1709427521000 0 None None Buildings Construction of 2 Rooms at GHPS School at Heroor Village 2787551.47 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2895542 94913 None 19.2.1 Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. Cum 1746.2 1746.2 21.25 False None None False None False 37106.75 0 2895543 94913 None 19.7.3 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. In cement mortar Cum 1080.5 1080.5 20.32 False None None False None False 21955.76 0 2895544 94913 None 1.4 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 83.6 False None None False None False 21242.76 0 2895545 94913 None 19.9.2 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin-charge In cement mortar Cum 1768.2 1768.2 9.62 False None None False None False 17010.084 0 2895546 94913 None 2.1.1 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates work as per technical specifications Cum 5947.2 5947.2 29.5 False None None False None False 175442.4 0 2895547 94913 None 5.2 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6948.9 6948.9 32.1 False None None False None False 223059.69 0 2895548 94913 None 5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand Cum 6515.25 6515.25 16.07 False None None False None False 104700.0675 0 2895549 94913 None 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6708.45 6708.45 26.78 False None None False None False 179652.291 0 2895550 94913 None 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 279.3 279.3 84.8 False None None False None False 23684.64 0 2895551 94913 None 2.2.1 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 51.73 False None None False None False 341487.8355 0 2895552 94913 None 2.5.1 Providing and removing centring shuttering propping etc and removal of form work for foundation appendix I percentage on finished rate of concrete per cum Sqm 330.07 330.07 2.3 False None None False None False 759.161 0 2895553 94913 None 2.5.1 Providing and removing centring shuttering propping etc and removal of form work for foundation appendix I percentage on finished rate of concrete per cum Sqm 660.14 660.14 5.46 False None None False None False 3604.3644 0 2895554 94913 None 2.5.1 Providing and removing centring shuttering propping etc and removal of form work for foundation appendix I percentage on finished rate of concrete per cum Sqm 3960.81 3960.81 10.28 False None None False None False 40717.1268 0 2895555 94913 None 2.5.1 Providing and removing centring shuttering propping etc and removal of form work for foundation appendix I percentage on finished rate of concrete per cum Sqm 3300.68 3300.68 27.5 False None None False None False 90768.7 0 2895556 94913 None 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. Tonne 93929.85 93929.85 4.75 False None None False None False 446166.7875 0 2895557 94913 None 6.7 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8621.55 8621.55 36.94 False None None False None False 318480.057 0 2895558 94913 None 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. Sqm 192.15 192.15 302.4 False None None False None False 58106.16 0 2895559 94913 None 8.6.1 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineerin-charge. Sqm 339.15 339.15 175.05 False None None False None False 59368.2075 0 2895560 94913 None 8.7 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 279.3 279.3 193.45 False None None False None False 54030.585 0 2895561 94913 None 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) Sqm 165.9 165.9 175.05 False None None False None False 29040.795 0 2895562 94913 None 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 297.15 297.15 193.45 False None None False None False 57483.6675 0 2895563 94913 None 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm Sqm 1202.25 1202.25 152.63 False None None False None False 183499.4175 0 2895564 94913 None 12.12 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. Cum 130412.1 130412.1 0.56 False None None False None False 73030.776 0 2895565 94913 None 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) Sqm 7816.2 7816.2 23.85 False None None False None False 186416.37 0 2895566 94913 None 1.1.1 Electrification:Supplying heavy gauge PVC conduit pipe . dia . mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.19/20 mm dia 2 mm thick Mtr 69.0 69.0 60.0 False None None False None False 4140.0 0 2895567 94913 None 1.4.1 Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc 75 x 75 x 65 mm Nos 106.0 106.0 4.0 False None None False None False 424.0 0 2895568 94913 None 2.2.1 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Short point upto 3Mtr from tapping point to out let via switch box Nos 285.0 285.0 4.0 False None None False None False 1140.0 0 2895569 94913 None 2.2.3 Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box Nos 394.0 394.0 4.0 False None None False None False 1576.0 0 2895570 94913 None 2.2.3 Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Nos 555.0 555.0 4.0 False None None False None False 2220.0 0 2895571 94913 None 3.8 Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc, and fixing on existing wooden or metal box using N.F. screws. Sqm 0.41 0.41 1500.0 False None None False None False 615.0 0 2895572 94913 None 3.1.2 Supplying 6A flush type socket and 6 A flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3854 6A 3/5 Way Nos 147.0 147.0 16.0 False None None False None False 2352.0 0 2895573 94913 None 12.60 Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is noncorrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm Using 4ft. Copper bonded rod with backfill compound Nos 4528.0 4528.0 1.0 False None None False None False 4528.0 0 2895574 94913 None 6.3 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system Nos 1900.0 1900.0 4.0 False None None False None False 7600.0 0 2895575 94913 None 11.14.2 Supplying and fixing of slim box fitting, made out of CRCA Sheet metal body with locking type holder completely wired. Excluding Ballast & Fluorescent Tube 1 x 4' Tube light fitting Nos 361.0 361.0 4.0 False None None False None False 1444.0 0 2895576 94913 None 13.1.1 Supplying and Fixing of.mm dia class A GI pipe bracket upto 2 ms long bent at suitable angle and fixing to this bracket street light fitting of all capacities to GI or GI or rail or RCC pole / wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires Using 25mm dia G.I.Pipe Nos 978.0 978.0 1.0 False None None False None False 978.0 0 2895577 94913 None P No 23 Pre - Paid Energy Meter Single Phase, 5-30 Amps, 1.0 Accuracy Class with Key Pad Technology consumer interface unit along with pillfer proof box No 7170.0 7170.0 1.0 False None None False None False 7170.0 0 2895578 94913 None P No 6 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694:2010 1.5 mm Mtr 26.0 26.0 50.0 False None None False None False 1300.0 0 2895579 94913 None P No 6 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694:2010 2.5 mm Mtr 42.0 42.0 50.0 False None None False None False 2100.0 0 2895580 94913 None P No 6 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694:20104 mm2 Mtr 63.0 63.0 50.0 False None None False None False 3150.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709427522000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709427522000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709427522000 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
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None AS PER TECHNICAL BID UPLOADED CONDITIONS Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- AS PER TECHNICAL BID UPLOADED CONDITIONS
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate 2018-19 to 2022-23 with UDIN No Compulsory True Technical Bid Company Registration Certificate True Technical Bid Reserved Category Certificate SC CATEGORY True Technical Bid Tenderer must Submit PAN & GST Certificate. True Technical Bid Accurate postal address and phone / cell phone number True Technical Bid Work orders / commitments of ongoing works issued by an officer not below the rank of Executive Engineer True Technical Bid Line of Credit 30 Percentage True Technical Bid Work done certificate of any Civil Work from Competent authority Rank of Executive Engineer & above 25 Percentage True Technical Bid Quantity Wise Work Done of Last Five Years True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None