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noticeInvitingTenderDTO	createdTs 1719475662445 version 8 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 3630.00 emd 217500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 05-07-2024 17:30:00 tenderQueryClose 02-07-2024 17:30:00 technicalBidOpen 09-07-2024 11:00:00 publishedDate 27-06-2024 18:48:31 publishedByPost DMA_EE1_CC_BLR publishedByUser KPE16049 - T A MANJUNATHA bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate 04-07-2024 16:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson MAHADEVA KATTE splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9620037369 tenderSupplierList None
tenderSchedule	createdTs 1719475662448 version 18 createdDate None modifiedDate None tenderNumber DMA/2023-24/WS/WORK_INDENT14221/CALL-2 title PACKAGE 02 Providing UGD Pipeline from Prashanth Nagar to Belagal Main road in ward No 33 in Ballari City Construction of Wetwell at Kuvempu Nagar in Ward No 32 (PRESENT WARD NO. 33) in Ballari City description PACKAGE 02 Providing UGD Pipeline from Prashanth Nagar to Belagal Main road in ward No 33 in Ballari City Construction of Wetwell at Kuvempu Nagar in Ward No 32 (PRESENT WARD NO. 33) in Ballari City category WORKS categoryText Works ecv 14492805.15 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2154 locationName DMA City Corporation Ballari provisionalAmount 14500000.0 groupOverheadTotal 2210766.9 fileNumber CCB/ENG/SFC/SPECIALS/2018-19(2023-24)
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1719475663000 1 None None Water supply/sewage lines Providing UGD Pipeline from Prashanth Nagar to Belagal Main road in ward No 33 in Ballari City 3808008.73 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3381726 119091 None code01 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work, Common SR 2023-24, Vol-1,Page No.8, I.No.1.14, i) 1.14.1) In all kinds of soils ………. ( 70%) Cum 107.1 107.1 241.344 False None None False None False 25847.9424 0 3381727 119091 None code02 ii) 1.15.1) In Ordinary/soft rock without blasting, …….(30%) Cum 381.15 381.15 60.336 False None None False None False 22997.0664 0 3381728 119091 None code03 Depth exceeding 1.5 m, but not exceeding 3 m, i) 1.15.3) In Ordinary/soft rock without blasting, …….(70%) Cum 479.72 479.72 195.972 False None None False None False 94011.68784 0 3381729 119091 None code04 Depth exceeding 3 m, but not exceeding 4.5 m, i) 1.15.3) Note-4-In Ordinary/soft rock without blasting, …….(50%) Cum 534.77 534.77 134.38 False None None False None False 71862.3926 0 3381730 119091 None code05 Depth exceeding 4.5 m, but not exceeding 6 m, i) 1.15.3) Note-4-In Ordinary/soft rock without blasting, …….(30%) Cum 510.51 510.51 48.2328 False None None False None False 24623.326728 0 3381731 119091 None code06 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. Common SR 2023-24, Vol-1,Page No.8, I.No.1.16, Depth exceeding 1.5 m, but not exceeding 3 m, ii) 1.16.3) In hard rock(Requiring Blasting), ….(30% of qty 1 b ) Cum 703.21 703.21 83.988 False None None False None False 59061.20148 0 3381732 119091 None code07 Depth exceeding 3 m, but not exceeding 4.5 m, ii) 1.16.3) Note-4-In hard rock(Requiring Blasting), ….(50%) Cum 821.21 821.21 134.38 False None None False None False 110354.1998 0 3381733 119091 None code08 Depth exceeding 4.5 m, but not exceeding 6 m, ii) 1.16.3) Note-4-In hard rock(Requiring Blasting), ….(70%) Cum 783.93 783.93 112.5432 False None None False None False 88225.990776 0 3381734 119091 None code09 Form Work of concrete rate Common SR 2023-24, Vol-1, Page No.15, I.No.2.1.3, Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding, PWD SR 2023-24, VOL 1, Page No.111, Sl.No. 1. b all other types 3% Cum 198.09 198.09 16.672 False None None False None False 3302.55648 0 3381735 119091 None code10 Common SR 2023-24, Vol-1, Page No.16, I.No.2.2.5, Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding, PWD SR 2023-24, VOL 1, Page No.111, Sl.No. 11.earth retaining structures 10% Cum 716.51 716.51 135.4471 False None None False None False 97049.201621 0 3381736 119091 None code11 Common SR 2023-24, Vol-1, Page No.16, I.No.2.3.3, Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding, PWD SR 2023-24, VOL 1, Page No.111, Sl.No. 11.earth retaining structures 10% Cum 693.53 693.53 3.92 False None None False None False 2718.6376 0 3381737 119091 None code12 Common SR 2023-24, Vol-1, Page No.16, I.No.2.5.3, Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding, PWD SR 2023-24, VOL 1, Page No.111, Sl.No.15. roof slab of building 50% Cum 3678.68 3678.68 21.6736 False None None False None False 79730.238848 0 3381738 119091 None code13 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Common SR 2023-24, Vol-1, Page No.15, I.No.2.1.3, Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 6602.93 6602.93 16.672 False None None False None False 110084.04896 0 3381739 119091 None code14 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 specification. Common SR 2023-24, Vol-1, Page No.15, I.No.2.2.5, M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7165.2 7165.2 135.4471 False None None False None False 970505.56092 0 3381740 119091 None code15 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Common SR 2023-24, Vol-1, Page No.16, I.No.2.3.3, M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6935.25 6935.25 3.92 False None None False None False 27186.18 0 3381741 119091 None code16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Common SR 2023-24, Vol-1, Page No.16, I.No.2.5.3 Cum 7357.35 7357.35 21.6736 False None None False None False 159460.26096 0 3381742 119091 None code17 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. Common SR 2023-24, Vol-1, Page No.18, I.No.2.11.h MT 82961.55 82961.55 12.8833 False None None False None False 1068818.537115 0 3381743 119091 None code18 Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete. Common SR 2023-24, Vol-5, Page No.88, I.No.7.12.1, 65 x 32 x 3mm Rmtr 5355.0 5355.0 14.0 False None None False None False 74970.0 0 3381744 119091 None code19 Providing and fixing PVC Air Cowl with Fixing materials and bends etc as per drawing and specification No 1500.0 1500.0 2.0 False None None False None False 3000.0 0 3381745 119091 None code20 Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete (Medium duty) vol 5 , i no 16.23.1 p no 196 No. 2009.7 2009.7 8.0 False None None False None False 16077.6 0 3381746 119091 None code21 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. Vol- iii SR 2023-24 P.No 12, I.No 2.19. Cum 591.15 591.15 23.58 False None None False None False 13939.317 0 3381747 119091 None code22 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Common SR 2023-24,V-1, Sl No:1.17.1 Pg No-10, -do- in All kinds of soil Cum 275.1 275.1 184.464 False None None False None False 50746.0464 0 3381748 119091 None code23 do- in ordinary or softrock which do not require blasting Depth Upto 1.50 m, Common SR 2023-24,V-1, Sl No:1.19.1 Pg No-10 Cum 476.7 476.7 79.056 False None None False None False 37685.9952 0 3381749 119091 None code24 Excavation qty above 1.50m not Exceeding 3.00 m, -do- in Ordinary /soft rock which do not require blasting, Common SR 2023-24,V-1, Sl No:1.19.2 Pg No-10 Cum 584.85 584.85 6.4 False None None False None False 3743.04 0 3381750 119091 None code25 Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia, Constructing Table Moulded Bricks Machinehole 1.2 m internal dia., 1.0 M depth & Medium duty SFRC cover & frame dsr 2023-24 VOL 5, i no. 16.40.1, P NO 201, 1 M DEPTH Each 25566.45 25566.45 10.0 False None None False None False 255664.5 0 3381751 119091 None code26 Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for: Common SR 2023-24,V-5, Sl No:10.2.10 Pg No-114, 160mm Dia UPVC Pipeline Rmtr 732.0 732.0 272.0 False None None False None False 199104.0 0 3381752 119091 None code27 Repairs to Machinehole for different depths including removal of levelling the brick masonry, construction of brick masonry upto level, providing CC coping alround the MH cover, plastering both and outside to the brick masonry and fixing of manhole frame and curing, refilling with appurtenances complete. Upto 0.30m depth I no16.28.1 CSR 2023-24 VOL 5 PAGE NO 198 Each 8577.45 8577.45 16.0 False None None False None False 137239.2 0 1719475663000 1 None None Water supply/sewage lines Construction of Wetwell at Kuvempu Nagar in Ward No 32 (PRESENT WARD NO. 33) in Ballari City 8474029.52 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3381753 119092 None code01 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. Common SR 2023-24, Vol-1,Page No.8, I.No.1.14, Depth upto 1.5 M, i) 1.14.1) In all kinds of soils ………. ( 60%) Cum 107.1 107.1 42.9835 False None None False None False 4603.53285 0 3381754 119092 None code02 ii) 1.15.1) In Ordinary/soft rock without blasting, …….(40%) Cum 381.15 381.15 28.6556 False None None False None False 10922.08194 0 3381755 119092 None code03 Depth exceeding 1.5 m, but not exceeding 3 m, i) 1.15.2) In Ordinary/soft rock without blasting, …….(60%) Cum 473.37 473.37 42.9835 False None None False None False 20347.099395 0 3381756 119092 None code04 ii) 1.16.2) In hard rock(Requiring Blasting), ….(40%) Cum 661.88 661.88 28.6556 False None None False None False 18966.568528 0 3381757 119092 None code05 Depth exceeding 3 m, but not exceeding 4.5 m, i) 1.15.3) In Ordinary/soft rock without blasting, …….(30%) Cum 525.56 525.56 21.4917 False None None False None False 11295.177852 0 3381758 119092 None code06 ii) 1.16.3) In hard rock(Requiring Blasting), ….(70%) Cum 757.67 757.67 50.1474 False None None False None False 37995.180558 0 3381759 119092 None code07 Depth exceeding 4.5 m, but not exceeding 6 m, i) 1.15.3) Note-4-In Ordinary/soft rock without blasting, …….(20%) Cum 559.72 559.72 14.3278 False None None False None False 8019.556216 0 3381760 119092 None code08 ii) 1.16.3) Note-4-In hard rock(Requiring Blasting), ….(80%) Cum 797.78 797.78 57.3113 False None None False None False 45721.808914 0 3381761 119092 None code09 Depth exceeding 6 m, but not exceeding 7.5 m, i) 1.16.3) Note-4-In hard rock(Requiring Blasting), ….(100%) Cum 839.76 839.76 53.4905 False None None False None False 44919.18228 0 3381762 119092 None code10 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Common SR 2023-24, Vol-1, Page No.15, I.No.2.1.3, Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 6602.87 6602.87 5.4448 False None None False None False 35951.306576 0 3381763 119092 None code11 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 specification. Common SR 2023-24, Vol-1, Page No.15, I.No.2.2.5, M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, i) Below Ground level Cum 7165.15 7165.15 16.3343 False None None False None False 117037.709645 0 3381764 119092 None code12 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 specification. Common SR 2023-24, Vol-1, Page No.15, I.No.2.3.3, M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6935.25 6935.25 51.0561 False None None False None False 354086.817525 0 3381765 119092 None code13 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Common SR 2023-24, Vol-1, Page No.16, I.No.2.5.3, M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, ii) Above Ground level- Upto 3.5 M height Cum 7357.35 7357.35 15.1146 False None None False None False 111203.40231 0 3381766 119092 None code14 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Common SR 2023-24, Vol-1, Page No.16, I.No.2.5.3, M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, i) Above Ground level- 3.5 - 6.5 M height, a) -do- For steining above Ground Level ( pump house ) Cum 7430.92 7430.92 9.803 False None None False None False 72845.30876 0 3381767 119092 None code15 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Common SR 2023-24, Vol-1, Page No.16, I.No.2.5.3, M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, i) Above Ground level- 6.5 - 9.5 M height, a) -do- For steining above Ground Level ( pump house ) Cum 7505.23 7505.23 2.2874 False None None False None False 17167.463102 0 3381768 119092 None code16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Common SR 2023-24, Vol-1, Page No.16, I.No.2.5.3, M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, i) Above Ground level- Upto 3.5 M height Cum 7357.35 7357.35 9.0544 False None None False None False 66616.38984 0 3381769 119092 None code17 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Common SR 2023-24, Vol-1, Page No.16, I.No.2.5.3 Cum 7357.35 7357.35 1.416 False None None False None False 10418.0076 0 3381770 119092 None code18 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Common SR 2023-24, Vol-1, Page No.16, I.No.2.5.3, M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7357.35 7357.35 0.6345 False None None False None False 4668.238575 0 3381771 119092 None code19 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Common SR 2023-24, Vol-1, Page No.16, I.No.2.5.3, M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, i) Above Ground level- 6.5 to 9.5 M height, a) -do- For Roof slab above Ground Level at pump house Cum 7505.23 7505.23 4.239 False None None False None False 31814.66997 0 3381772 119092 None code20 Form Work of concrete rate PWD SR2021-22 CORRIGENDUM -3, VOL 1 W E F I no 2, 01.09.2022 foundation, sub structure of cross drainges, Common SR 2023-24, Vol-1, Page No.15, I.No2.2.5, 1. b all other types 3% Cum 204.72 204.72 16.3343 False None None False None False 3343.957896 0 3381773 119092 None code21 Form Work of concrete rate, Common SR 2023-24, Vol-1, Page No.15, I.No2.3.3, FOR SHAFT 70% Cum 4854.68 4854.68 51.0561 False None None False None False 247861.027548 0 3381774 119092 None code22 Form Work of concrete rate, Common SR 2023-24, Vol-1, Page No.15, I.No 2.5.3, FOR SHAFT 70% Cum 5150.15 5150.15 15.1146 False None None False None False 77842.45719 0 3381775 119092 None code23 Form Work of concrete rate, Common SR 2023-24, Vol-1, Page No.15, I.No 2.5.3, FOR SHAFT 70% Cum / K 5150.15 5150.15 9.803 False None None False None False 50486.92045 0 3381776 119092 None code24 Form Work of concrete rate, Common SR 2023-24, Vol-1, Page No.15, I.No 2.5.3, FOR ROOF 50% Cum 3678.68 3678.68 9.0544 False None None False None False 33308.240192 0 3381777 119092 None code25 Form Work of concrete rate, Common SR 2023-24, Vol-1, Page No.15, I.No 2.5.3, FOR BEAM 50% Cum 3678.68 3678.68 1.416 False None None False None False 5209.01088 0 3381778 119092 None code26 Form Work of concrete rate, Common SR 2023-24, Vol-1, Page No.15, I.No 2.5.3, FOR CHEJJA 45% Cum 3310.81 3310.81 0.6345 False None None False None False 2100.708945 0 3381779 119092 None code27 Form Work of concrete rate, Common SR 2023-24, Vol-1, Page No.15, I.No 2.5.3, FOR ROOF SLAB 50% Cum 3678.68 3678.68 4.239 False None None False None False 15593.92452 0 3381780 119092 None code28 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., Common SR 2023-24, Vol-1, Page No.18, I.No.2.11.h, h) All other type of structures MT 82961.55 82961.55 13.2905 False None None False None False 1102600.480275 0 3381781 119092 None code29 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Common SR 2023-24, Vol-2, Page No.78, I.No.11.6.1 Sqm 2764.65 2764.65 5.0 False None None False None False 13823.25 0 3381782 119092 None code30 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Common SR 2023-24, Vol-2, Page No.79, I.No.11.11.1 Kg 155.4 155.4 90.0 False None None False None False 13986.0 0 3381783 119092 None code31 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/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. Common SR 2023-24, Vol-2, Page No.46, I.No.8.30 Sqm 182.7 182.7 115.8062 False None None False None False 21157.79274 0 3381784 119092 None code32 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and in- cluding water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Common SR 2023-24, Vol-2, Page No.45, I.No.8.26 Sqm 84.0 84.0 93.1057 False None None False None False 7820.8788 0 3381785 119092 None code33 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Common SR 2023-24, Vol-2, Page No.48, I.No.8.40 Sqm 120.75 120.75 16.48 False None None False None False 1989.96 0 3381786 119092 None code34 Providing and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post) Common SR 2023-24, Vol-5, Page No.87, I.No.7.8 Mtr 1393.35 1393.35 30.3082 False None None False None False 42229.93047 0 3381787 119092 None code35 Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications. Common SR 2023-24, Vol-2, Page No.64, I.No.9.37 Sqm 825.3 825.3 19.625 False None None False None False 16196.5125 0 3381788 119092 None code36 Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete. Common SR 2023-24, Vol-5, Page No.88, I.No.7.12.1, 65 x 32 x 3mm Rmtr 5355.0 5355.0 10.0 False None None False None False 53550.0 0 3381789 119092 None code37 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharg. Common SR 2023-24, Vol-2, Page No.77, I.No.11.2, i) Gantry beam, Supply of Gantry built up beam of ISMB 350 to take up 3 MT Load with '5.5' m Span Including Primer Coat.( 52.4 Kg/mtr x 5.5 mtr), ii) Grating at Floor of Pumphouse, a) ISA 75X75-8 mm thick-15 Mtrx8.9 Kg/mtr, b) Grill work Kg 118.65 118.65 471.7 False None None False None False 55967.205 0 3381790 119092 None code38 Supply of ball bearings, gears, pinions, universal joints, the long shaft and with gear mechanism for operation, cross trolley '3' MT capacity with Accessories including two coats of anticorrosive paint over one coat of primer.(Data rate enclosed) Job 6793.0 6793.0 1.0 False None None False None False 6793.0 0 3381791 119092 None code39 Supply of '3' MT capacity spur geared Indef Make Chain pully block with 15m lifting chain.(Data rate enclosed) Job 45010.0 45010.0 1.0 False None None False None False 45010.0 0 3381792 119092 None code40 Transportation, erection, commissioning, of complete unit including two coats of anticorrosive paint over one coat of primer. Job 50000.0 50000.0 1.0 False None None False None False 50000.0 0 3381793 119092 None code41 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm 2 (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 ( PWD part I electricals items Pg no 5 It-2.2.1) vol 6 2023-24,-do- Short point upto 3mtrs from tapping point to out let via switch box Each 282.45 282.45 2.0 False None None False None False 564.9 0 3381794 119092 None code42 do- Medium point above 3m to 6m from tapping point to out let via switch box Each 397.95 397.95 2.0 False None None False None False 795.9 0 3381795 119092 None code43 do- Long point above 6m to 10m from tapping point to out let via switch box Each 582.75 582.75 2.0 False None None False None False 1165.5 0 3381796 119092 None code44 Supplying and fixing PVC/metal conduit Deep junction box 19/20 mm deep Junction box, CSR 2023-24 PWD Ele-prt-2 PgNo: 2 Item No:1.5.1 Each 51.45 51.45 2.0 False None None False None False 102.9 0 3381797 119092 None code45 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm .... etc. as required. CSR 2023-24 PWD Ele-prt-2 PgNo: 3 Item No:1.8.1 Mtr 29.4 29.4 25.0 False None None False None False 735.0 0 3381798 119092 None code46 Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. 6A Bakelite Ceiling Rose, CSR 2023-24 PWD Ele-prt-1 PgNo: 10 Item No:3.14.5 Each 81.9 81.9 6.0 False None None False None False 491.4 0 3381799 119092 None code47 Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete. 12 Way, CSR2023-24 PWD Ele-prt-1 PgNo: 8 Item No: 3.3.6 Each 274.05 274.05 2.0 False None None False None False 548.1 0 3381800 119092 None code48 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box-12 Modular, Common SR 2023-24 PWD Ele-prt-1 PgNo: 8 Item No: 3.5.6 Each 361.2 361.2 2.0 False None None False None False 722.4 0 3381801 119092 None code49 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293, CSR 2023-24 PWD Ele-prt-1 PgNo:9 Item No: 3.6.1, 3.6.10, 3.6.11, 6A One Way Switch Each 107.1 107.1 6.0 False None None False None False 642.6 0 3381802 119092 None code50 32A DP Switch Each 342.3 342.3 1.0 False None None False None False 342.3 0 3381803 119092 None code51 6/16A Universal Socket Each 247.8 247.8 1.0 False None None False None False 247.8 0 3381804 119092 None code52 Supplying and fixing of Modular MCB Devices (Tripper) With Breaking capacity of 6kA.16 - 32 A SP, CSR2023-24 PWD Ele-prt-1 PgNo: 21 Item No: 5.46.1 Each 220.5 220.5 1.0 False None None False None False 220.5 0 3381805 119092 None code53 Supplying of 4 feet 36W PVC Batten with integrated LED tube ....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V@ 50/60Hz & Power factor greater than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. (PWD 2023-24 electricals items Pg no 43 It-11.3.3) Each 1332.45 1332.45 4.0 False None None False None False 5329.8 0 3381806 119092 None code54 Supplying High pressure 70watts Metal halide flood light luminary suitable for use with high pressure metal halide lamp with integrated control gear. The fitting shall be non corrosive high pressure die cast aluminum housing powder coated with toughened and heat resistant glass with low copper content black/grey powder coated paint finish with EPDM gasket. Reflector shall be made of high purity pre anodized aluminum. Cable entry through a cable gland with toggle clips. IP65 protection for both and optical and electrical compartment. Bottom cover may be with polycarbonate / tempered /toughened glass. Luminaire efficiency should be greater than 60% and ambient temperature greater than 35 deg C. High intensity discharge Electro magnetic ballast with copper winding of Orthocyclic winding coil. Class H Insulated dual coated copper wire. Compliance to IEC 6134729 Safety and IEC 60923 performance. Winding temperature for HID ballast tw 130 deg C and temperature rise T - 70 deg C. Luminaire shall be suitable to operate on 230/250 Volts 50 Hz AC supply finish including wiring, ignitor, condenser. SS Toggles for opening front hingeable glass, pre wired to terminal block (PWD 2023-24 electricals items Pg no 46 It-11.9.1) Each 7106.4 7106.4 1.0 False None None False None False 7106.4 0 3381807 119092 None code55 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA., Common SR 2023-24 PWD Ele-prt-1 PgNo:56 Item No:13.7.1 Each 128.1 128.1 3.0 False None None False None False 384.3 0 3381808 119092 None code56 Fabricating, supplying and erection of 7 mtrs long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for .......m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom ..... mm , top.... mm with 3 mm thick, suitable base plate and 4Nos of ..... long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended. 7m - Top 70 mm and Bottom 130 mm dia, Common SR 2023-24 PWD Ele-prt-2 PgNo: 11 Item No:4.2.5 Each 14175.0 14175.0 1.0 False None None False None False 14175.0 0 3381809 119092 None code57 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure (PWD part 2 2023-24 electricals items Pg no 13 It- 5.19.3) 8 way-SP Each 1566.6 1566.6 1.0 False None None False None False 1566.6 0 3381810 119092 None code58 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. (PWD part I electricals items Pg no 13 It- 5.18.1 & 5.18.4 ) SP, 6-32A Each 435.75 435.75 5.0 False None None False None False 2178.75 0 3381811 119092 None code59 DP-6-32A Each 775.95 775.95 1.0 False None None False None False 775.95 0 3381812 119092 None code60 Providing,Supplying and fixing of 3-1/2X10Sqmm 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. 3 and half x10 Sqm, Common SR 2023-24 ,Vol-5, PNo. 156 i. No.13.38.2 Each 472.5 472.5 20.0 False None None False None False 9450.0 0 3381813 119092 None code61 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS 694:2010 (PWD 2023-24 part 2 electricals items Pg no 6 It- 2.5.2), 3C X 1.5 mm2 Mtr 75.6 75.6 10.0 False None None False None False 756.0 0 3381814 119092 None code62 PUMP SETS: Supply and delivery at site brand new BIS certified make nonclog submersible sewage pump coupled to sqirrel cage induction motor of suitable HP F-class insulation. The pump set should operate in full range of discharge and should have the following accessories specified to the following detailed specification. The submersible sewage pump shall be of mono block type with non clog design, the pump shall be of max 1450RPM . The pump should be able to pass through soft solids of 100mm dia and capable of delivering sludge with specifiy gravity of 1.1 impellers should be single /double vane nonclog type of CF8M material and wearing rings. (full specification enclosed separate) Set 370693.0 370693.0 2.0 False None None False None False 741386.0 0 3381815 119092 None code63 C) Discharge of 56.25 LPS against a total head of 26.0 Mtrs 35 HP OR Suitable HP Pumpset during Peak flow Set 603592.0 603592.0 1.0 False None None False None False 603592.0 0 3381816 119092 None code64 ACCESSORIES FOR PUMP, a) MS Guide Pipe-15&35 HP Mtr 1432.0 1432.0 24.0 False None None False None False 34368.0 0 3381817 119092 None code65 ACCESSORIES FOR PUMP, b) Lifting MS Chain-15&35HP Mtr 2143.0 2143.0 36.0 False None None False None False 77148.0 0 3381818 119092 None code66 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete. Common SR 2023-24,V-5, Sl No:2.23 Pg No-22, a) 80 mm dia or suitable dia -PN-1.0 Each 11428.2 11428.2 2.0 False None None False None False 22856.4 0 3381819 119092 None code67 b) 100 mm dia or suitable dia -PN-1.0 Each 11428.2 11428.2 1.0 False None None False None False 11428.2 0 3381820 119092 None code68 c) 250 mm dia or suitable dia -PN-1.0 Each 48815.55 48815.55 1.0 False None None False None False 48815.55 0 3381821 119092 None code69 Supply and fixing of ductile iron double flanged swing check vavles with slanted seat or with lever weight with straight disc, with metallic corrosion proof and wear resistant seal faces with nickel overlay micro - finished with body and disc in Ductile Iron in GGG 40 shaft of stainless steel and bearings of zinc free bronze and surface protection with epoxy liquid of GSK quality. Common SR 2023-24,V-5, Sl No:2.48.3 Pg No-32, a) 80 mm dia or suitable dia -PN-1.0 Each 15689.1 15689.1 2.0 False None None False None False 31378.2 0 3381822 119092 None code70 b) 100 mm dia or suitable dia -PN-1.0 Each 17966.55 17966.55 1.0 False None None False None False 17966.55 0 3381823 119092 None code71 c) 250 mm dia or suitable dia -PN-1.0 Each 91250.25 91250.25 1.0 False None None False None False 91250.25 0 3381824 119092 None code72 Delivery Pipes and Specials: Supply and delivery at site brand best indigenious make double falnged MS 8 mm thick pipes and specials suitable for test pressure equivalent to twice the working presure. The pipes should be coated with food grade epoxy primer coat of 45 microns thick and two coats of food grade non phelic / non toxic Berger/ Polodian/ akzonoble make epoxy paint of 100 microns thick each coat inside and anti corrosive paint out side. The pipe should be tested as per IS 3589/1966. The welding should be done as per IS 2825/1969. The thickness of flanges should confirm to IS 6392/1971. The specials should confirm to ANSI 16.9, Common SR 2023-24,V-5, Sl No:5.37 Pg No-71, FOR DELIVERY CONDITIONS: a) 250 mm or suitable dia MS Pipes for common manifold -15 Mr, b) Minimum 100 mm dia MS Pipes-12 Mtr for Peak flow pumP, b) Minimum 80 mm dia MS Pipes-24 Mtr, for Avg flow pumP, c) 100 mm dia bends-1 Nos, c) 80 mm dia bends-2 Nos, d) Minimum 250x250x100 mm radial Tee -1 Nos, d) Minimum 250x250x80 mm radial Tee -2 Nos, e) 250mm dia Blank Flanges-20mm think -1 No, Total Weight: 1709 Kg 162.75 162.75 1709.0 False None None False None False 278139.75 0 3381825 119092 None code73 Pressure Guage: Supply and delivery at site BIS certified make glycerene filled stainless stell pressure guage of 100 mm dia suitable for the above pump sets with nipple, stop cock & two way cock for cleaning & necessary length of copper tube etc., suitable for mounting on the delivery side of the pump. Common SR 2023-24,V-5, Sl No:13.23.2 Pg No-154 Each 626.85 626.85 3.0 False None None False None False 1880.55 0 3381826 119092 None code74 Combined control panel Board and starter units with APFC: Supply and delivery at site brand new make certified by the BIS, floor mounting, free standing, cubicle type control panel board unit suitable for operation on 3 phase 50 cycles 380 / 440 volts AC supply fitted with the following (Full specification enclosed separately) Set 355553.0 355553.0 1.0 False None None False None False 355553.0 0 3381827 119092 None code75 Main side Cable from Transformer Seondary to Incomer panel: Supply and delivery at site brand new make approved by BIS 3.50 Core 50 Sq mm (Class A) Alluminium conductors PVC insulated, sheathed, galvanised, steel wire/steel tape armoured cable with PVC outer sheathing 1.1 KV class UG Cable conforming to the latest ISS 1554/1988 or its latest. Common SR 2023-24,V-6, I.No:32.11 Pg No-443 Rmtr 187.92 187.92 50.0 False None None False None False 9396.0 0 3381828 119092 None code76 Load side cable (Power & Control cable: Supply and delivery at site brand new make approved by BIS standard Copper conductors PVC insulated, sheathed cable with PVC outer sheathing 1.1 KV class 7Cx 2.5 sqmm + 4C x 1.5 Sqmm copper cable, Data rate Mtr 976.5 976.5 20.0 False None None False None False 19530.0 0 3381829 119092 None code77 Transformer Substation with Transformer:(Refer Cost Data Sheet-25) a) Base channel - 2 Nos. b) Lifting lugs - 2 Nos. c) Inspection cover d) Flat rollers e) Connecting pipes f) Terminal marking plate g) Dehydrating Breather h) Oil level indicator with minimum marking j) Oil conservator k) Filter valve m) Air release plug - 1 No. p) Residual oil drain Plug - 1 No. q) Explosion vent n) Filter cum drain valve r) Radiator s) Cable box for high voltage side t) Cable box for low voltage side Suitable for 1 run of 31/2 x 50 sqmm. u) Earthing terminal - 2 Nos. v)Marshalling box LOSSES OF TRANSFORMER a) No load loss at normal volts & frequency 400 Watts. b) Load loss at full load 1800 Watts. Common SR 2023-24,V-6, I.No:CDS-25 Pg No-372 The transformer shall be fitted with all other standard fittings and painted with high grey paint to shade No. 631 of ISS and shall be supplied with first filling of transformer oil etc., complete. (test certificate shall be furnished). Each 294386.4 294386.4 1.0 False None None False None False 294386.4 0 3381830 119092 None code78 ERECTION OF PUMPSETS: Formation of suitable block machine foundation in CC 1:2:4 seperately for each pumpsets, confirming to the latest ISS 2974/1977 using all the required materials such as cement, sand, jelly, foundation bolt, cushions,self interlocking nuts,washers etc. complete. Erection,Levelling, aliging and balancing of the pumpsets on the foundation.Grounding and dynamic balancing of the pumpset on the above foundation using all the required materials including dewatering, construction of pump pit etc., complete. the job involves laying and jointing of guide pipes, auto coupling, installation of guide rail system in the wet well by suitable bolting the system to the sump floor level etc., complete using all necessary nuts and bolts, supply and fixing clamps, providing pipe support etc., complete as directed by the Engineer in charge. Job 5000.0 5000.0 3.0 False None None False None False 15000.0 0 3381831 119092 None code79 ERECTION OF COMBINED CONTROL PANEL BOARD: Erection of panel board on CC foundation including formation of CC foundation in CC 1:2:4 using all the required materials such as cement, Sand, jelly etc., including erection of the panel board on CC foundation using required materials such as MS channel bolts, nuts, washers etc., complete and giving connection to the panel board, starter, motor etc., complete as directed by the Engineer in charge. Job 10000.0 10000.0 1.0 False None None False None False 10000.0 0 3381832 119092 None code80 LAYING AND JOINTING OF MS/DI PIPES AND SPECIALS : For suction and Delivery Connections of pump using suitable size bolts, nuts packing etc., complete including fixing of all type of valves, guages,strainers, delivery and suction manifold. The work shall include proviidng pipe supports, thrust block in CC 1:2:4 whereever necessary upto the end of delivery manifold, using all the required materials such as sand, cement, jelly including making holes in sump, pump house for laying suction and delivery pipes and specials, packing holes with CC 1:2:4 etc., complete as directed by the Engineer in charge. Job 10000.0 10000.0 1.0 False None None False None False 10000.0 0 3381833 119092 None code81 Laying of main side cable in new trenches : Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete.(As per Civil SR KSRB I-2, P-7) In soil (ordinary) Providing and filling sand in excavated trench to cover already laid UG cable to a depth of 150mm all-round the cable., a) 31/2 X 50 sqmm Mtr 186.43 186.43 45.0 False None None False None False 8389.35 0 3381834 119092 None code82 b) In GI pipe : The work shall be include running the cable above ground using 2.9 mm thick 100 dia GI pipe with necessary clamps, bolts, nuts, washers etc., for fixing the pipes on the pole and drainage crossing etc., complete. Mtr 810.6 810.6 5.0 False None None False None False 4053.0 0 3381835 119092 None code83 Cable Terminations: Termination of cable using tinned copper lugs (Long barrel) to the terminal end for solderless crimping to aluminimum conductors by adopting crimping tool and using suitable die. PWD SR-14-15 P.No.64 I.No.7.21 (4% area weightage) 1.5 sqmm Nos 2.06 2.06 30.0 False None None False None False 61.8 0 3381836 119092 None code84 2.5 sqmm Nos 6.44 6.44 30.0 False None None False None False 193.2 0 3381837 119092 None code85 6 sqmm Nos 6.44 6.44 20.0 False None None False None False 128.8 0 3381838 119092 None code86 50 sqmm long barrel Nos 7.88 7.88 20.0 False None None False None False 157.6 0 3381839 119092 None code87 EARTHING:- Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 122 mm dia, Common SR 2023-24,V-5, I.No:13.39 Pg No-157 Pit 3937.5 3937.5 10.0 False None None False None False 39375.0 0 3381840 119092 None code88 SERVICING AND COMMISSIONING:- All the 3 Nos. of pumpsets along with all other eletrical equipments shall be serviced and commissioned in the presence of the Engineer-incharge of work; individual trail running for a period of 180 days. The work shall include following servicing and trail running of pumpsets along with allied equipments Calibration of switch gears relays and meters giving performance test of all electricalequipments. Giving performance test of the pumpsets such as discharge, efficiency and power absorption etc., Providing operating and maintenance manuals of pumps and allied equipments to the operating personnel. Giving trail run of the pumpsets for a period of 180 days from the date of successful commissioning. Note:- 1. The energy and liquid/sewage will be provided by the Board free of cost. 2. the pumpsets along with all the eletrical equipment shall be commissioned only when the performance of switch gears, relays are witnessed by the Executive Engineer in charge of work and Asst. Executive Engineer (Electrical) of the Board and certified regarding the performance of relays/switch gears. Job 100000.0 100000.0 1.0 False None None False None False 100000.0 0 3381841 119092 None code89 Tool Kit : Supply and delivery at site best make or Taparia make and other reputed make tool sets for operation and maintenance of the above pumpsets comprising of the following : a) Double end spanner 1/4" to 1" 1 set b) Screw driver insulated 11" - 1 No. c) Screw driver insulated 8" - 1 No. d) Cutting puller insulated 8"-1 No. e) Hammer with handle 1 Kg - 1 No. f) Pipe wrench 24" 1 No. g) Pipe wrench 18" 1 No. h) Pipe wrench 12" 1 No. i) Hammer with handle 5 kgs 1 No. j) Grease gun - 1 No. k) Ring spanners 1/4" to 1" - 1 set. l) Digital Clamp meter or Tang tester of Agilent /Fluke/Yokogawa make only (10A to 1000A upto 660V, measurable) 1No. m) Digital Megger - 500V of MECO / Fluke/Yokogawa make only- 1 No. n) Digital Multimeter of Agilent/Fluke/Yokogawa make only (upto 0.1mV to 1000V, 0.1A to 10A, miliohm to Giga ohm, temperature, Etc measures ) 1No. Set 20000.0 20000.0 1.0 False None None False None False 20000.0 0 3381842 119092 None code90 FIRE FIGHTING EQUIPMENT: Common SR 2023-24,V-6, I.No:15.28 Pg No-600, a) Supply and installation of CO2 type fire extinguisher 2 Kg capacity with intial charge with wall mounting bracket, ready for use (TS 2678) - 2Nos. b) supplying and fixing of first aid box comprising of the standard medicines to be provided in the first aid box to give first aid treatment - 1 No. c) Providing shock treatment chart on the wall with inside plastic sheet cover and ply wood back plate frame work complete. d) Supply of one set of fire buckets (4 Nos) with round bottom made of GI sheets 24 SWG 9 ltrs. Capacity painted inside white and outside red with a word 'FIRE' on the face of the bucket along with stand to hang the buckets. e) Suppling the rubber mats tested to 22KV with ISI mark grooved, of size 6'x3'x1/2" - 2Nos. f) Suppling rubber gloves, eletrical quality, tested to 22KV - 1 pair g) supplying and fixing of Danger/No Admission/No Smoking Board made out of MS sheet metal with two coats of non- corrosive enamel paint Set 8505.0 8505.0 1.0 False None None False None False 8505.0 0 3381843 119092 None code91 GESCOM and Electrical inspectorate Charges Each 290000.0 290000.0 1.0 False None None False None False 290000.0 0 3381844 119092 None code92 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,V-3, Sl No:2.19 Pg No-12, Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. Cum 591.15 591.15 5.0 False None None False None False 2955.75 0 3381845 119092 None code93 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Common SR 2023-24,V-1, Sl No:1.17 Pg No-10, a) Ordinary soil/ All Soil / Hard Soil - 80% Cum 275.1 275.1 320.0 False None None False None False 88032.0 0 3381846 119092 None code94 b) -do- in ordinary rock - 15% Cum 476.7 476.7 60.0 False None None False None False 28602.0 0 3381847 119092 None code95 c) -do- Hard Rock - 5% Cum 702.45 702.45 20.0 False None None False None False 14049.0 0 3381848 119092 None code96 Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K7 pipes: Common SR 2023-24,V-5, Sl No:4.1.4 Pg No-51, 250 mm Dia pipe m 3297.0 3297.0 400.0 False None None False None False 1318800.0 0 3381849 119092 None code97 Manufacturing, providing, trasporting, rolling, lowering, laying, jointing & testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS-7322:1985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS:3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with Each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minium of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC / MS / CI / AC / DI / PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (Contractor will make his own arrangements for procuring water for testing for: Note: 1) For small works where the C.M. lining is not practicable for inside surface of the pipe, food grade expoxy painting of two coat over one coat of epoxy primer may be proposed and got approved. 2) The above rates are applicable only for pipe works etc. complete. Common SR 2023-24,V-5, Sl No:5.37.1 Pg No-71, Pipe bends, branches, tail pieces, reducers etc. for upto 500 mm dia. Pipes Kgs 178.5 178.5 200.0 False None None False None False 35700.0 0 3381850 119092 None code98 Providing and fixing of DI specials with ISI mark confoming to IS 9523/ 2000 suitable for jointing 100 mm to 600 mm dia DI pipes coated with rust prevention coatings as below: NOTE: A) External coating: a) Metalic zinc with finishing layer of bituminous as per Annexure "A" of IS:9523/2000 b) Zinc rich paint with finishing layer of bituminous as per Annexure "A" of IS:9523 / 2000 c) Bituminous paint as per Annexure "C" of IS:9523 / 2000 B) Internal Lining: a) Portaland Cement (with or without additives) mortar as per Annexure - "B" of IS:9523/2000 b) Cement Mortar with coat coat as per Annexure "B" of IS:9523 / 2000 c) Bituminous paint as per Annexure "C" of IS:9523 / 2000 etc. complete. Common SR 2023-24,V-5, Sl No:4.7 Pg No-55 Kgs 197.4 197.4 300.0 False None None False None False 59220.0 0 3381851 119092 None code99 Providing and fixing of Single/ Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/ 50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation.For PN 10.0 etc. complete. Common SR 2023-24,V-5, Sl No:2.35.1 Pg No-28, a) 80mm dia Tamper proof Air Valves Nos 30455.25 30455.25 1.0 False None None False None False 30455.25 0 3381852 119092 None code100 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete. Common SR 2023-24,V-5, Sl No:2.23.1 Pg No-22, a) 80mm dia for Air Valves Nos 10912.65 10912.65 1.0 False None None False None False 10912.65 0 3381853 119092 None code101 b) 150mm dia for Scour Valves Nos 18364.5 18364.5 1.0 False None None False None False 18364.5 0 3381854 119092 None code102 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:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Common SR Vol 3 2023, Pg no.149, I.no. 16.28 Cum 7091.7 7091.7 5.0 False None None False None False 35458.5 0 3381855 119092 None code103 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. O to 1.50 Mtr Depth, a) - do - ordinary/ all soils/hard soil. Common SR 2023-24,V-1, Sl No:1.14 Pg No-8 Cum 107.1 107.1 7.938 False None None False None False 850.1598 0 3381856 119092 None code104 b) -do- in ordinary rock(not requiring blasting), Common SR 2023-24,V-1, Sl No:1.15.1 Pg No-8 Cum / K 381.15 381.15 3.969 False None None False None False 1512.78435 0 3381857 119092 None code105 c) -do- in Hard rock, Common SR 2023-24,V-1, Sl No:1.16.1 Pg No-9 Cum 581.7 581.7 1.323 False None None False None False 769.5891 0 3381858 119092 None code106 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Common SR 2023-24, Vol-1, Page No.15, I.No.2.1.3, Chambers- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 6602.87 6602.87 0.882 False None None False None False 5823.73134 0 3381859 119092 None code107 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 specification. Common SR 2023-24, Vol-1, Page No.15, I.No.2.2.5, M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, i) Below Ground level Cum 7165.15 7165.15 3.942 False None None False None False 28245.0213 0 3381860 119092 None code108 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Common SR 2023-24, Vol-1, Page No.16, I.No.2.5.3 Cum 7357.35 7357.35 0.864 False None None False None False 6356.7504 0 3381861 119092 None code109 Form Work of concrete rate PWD SR2021-22 CORRIGENDUM -3, VOL 1 W E F I no 2 , 01.09.2022 foundation ,sub structure of cross drainges Common SR 2023-24, Vol-1, Page No.15, I.No 2. 2.5, 1 b , FOR others 3 % Cum 204.72 204.72 3.942 False None None False None False 807.00624 0 3381862 119092 None code110 Form Work of concrete rate, Common SR 2023-24, Vol-1, Page No.15, I.No 2.5.3, Sl.No.15, FOR ROOF SLAB 50% Cum 3678.68 3678.68 0.864 False None None False None False 3178.37952 0 3381863 119092 None code111 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. Common SR 2023-24, Vol-1, Page No.18, I.No.2.11.h MT 82961.55 82961.55 0.6414 False None None False None False 53211.53817 0 3381864 119092 None code112 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. Common SR 2023-24, Vol-5, Page No.85, I.No.7.3 Each 2247.0 2247.0 2.0 False None None False None False 4494.0 0 3381865 119092 None code113 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. O to 1.50 Mtr Depth, a) - do - ordinary/ all soils/hard soil. Common SR 2023-24,V-1, Sl No:1.14 Pg No-8 Cum 107.1 107.1 6.2208 False None None False None False 666.24768 0 3381866 119092 None code114 b) -do- in ordinary rock(not requiring blasting) Common SR 2023-24,V-1, Sl No:1.15.1 Pg No-8 Cum 381.15 381.15 3.1104 False None None False None False 1185.52896 0 3381867 119092 None code115 c) -do- in Hard rock, Common SR 2023-24,V-1, Sl No:1.16 Pg No-8&9 Cum 581.7 581.7 1.0368 False None None False None False 603.10656 0 3381868 119092 None code116 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Common SR 2023-24, Vol-1, Page No.15, I.No.2.1.3, Chambers- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 6602.87 6602.87 0.864 False None None False None False 5704.87968 0 3381869 119092 None code117 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 specification. Common SR 2023-24, Vol-1, Page No.15, I.No.2.2.5 Cum / K 7165.15 7165.15 9.504 False None None False None False 68097.5856 0 3381870 119092 None code118 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. Common SR 2023-24, Vol-1, Page No.18, I.No.2.11.h Tonne 82961.55 82961.55 1.1191 False None None False None False 92842.270605 0 3381871 119092 None code119 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,V-3, Sl No:2.19 Pg No-12, CC Pavement Cum 591.15 591.15 1.2 False None None False None False 709.38 0 3381872 119092 None code120 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Manual means. Common SR 2023-24,V-3, Sl No:2.18.I.A&B. Pg No-11, Bituminous course Cum 1247.0 1247.0 2.7 False None None False None False 3366.9 0 3381873 119092 None code121 Granular course Cum / K 876.0 876.0 5.4 False None None False None False 4730.4 0 3381874 119092 None code122 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Common SR 2023-24,V-1, Sl No:1.17.1 Pg No-10 Cum 275.1 275.1 66.078 False None None False None False 18178.0578 0 3381875 119092 None code123 do- in ordinary or softrock which do not require blasting Depth Upto 1.50 m, Common SR 2023-24,V-1, Sl No:1.19.1 Pg No-10 Cum 476.7 476.7 16.5195 False None None False None False 7874.84565 0 3381876 119092 None code124 do- in All kinds of soil, Common SR 2023-24,V-1, Sl No:1.17.2 Pg No-10, Excavation qty above 1.50m not Exceeding 3.00 m Cum 404.94 404.94 28.239 False None None False None False 11435.10066 0 3381877 119092 None code125 do- in Ordinary /soft rock which do not require blasting, Common SR 2023-24,V-1, Sl No:1.19.2 Pg No-10 Culvert 679.57 679.57 28.239 False None None False None False 19190.37723 0 3381878 119092 None code126 do- in Hard rock (blasting prohibited) Common SR 2023-24,V-1, Sl No:1.21.6 Pg No-11 Cum 812.08 812.08 14.1195 False None None False None False 11466.16356 0 3381879 119092 None code127 Excavation qty above 3.00m not Exceeding 4.50 m, -do- in Ordinary /soft rock which do not require blasting, Common SR 2023-24,V-1, Sl No:1.19.3 Pg No-10 Cum 772.28 772.28 14.1195 False None None False None False 10904.20746 0 3381880 119092 None code128 do- in Hard rock which do not require blasting, Common SR 2023-24,V-1, Sl No:1.21.7 Pg No-11 Cum 893.31 893.31 9.413 False None None False None False 8408.72703 0 3381881 119092 None code129 Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Laterite Bricks & Medium Duty cover and frame.For 1.5m dia, Common SR 2023-24,V-5, Sl No:16.41 Pg No-201, (1) -do- with table moulded bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 Mtr., Common SR 2023-24,V-5, Sl No:16.48 Pg No-204, Manhole 3.2 M Depth Each 96188.61 96188.61 1.0 False None None False None False 96188.61 0 3381882 119092 None code130 Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the Survey. Common SR 2023-24,V-5, Sl No:16.3.4 Pg No-188, RCC NP3 Class pipe of 400 mm dia. Rmtr 2137.8 2137.8 30.0 False None None False None False 64134.0 0 3381883 119092 None code131 Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravelor selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. Common SR 2023-24,V-5, Sl No:10.2.12 Pg No-113, 250mm Dia SN-8 complete for: Rmtr 1618.05 1618.05 40.0 False None None False None False 64722.0 0 3381884 119092 None code132 Filling approved 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. Common SR 2023-24,V-1, Sl No:1.11 Pg No-7, Bedding & At Top Cum 454.65 454.65 20.0 False None None False None False 9093.0 0 3381885 119092 None code133 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 Engineer- in-charge. Common SR 2023-24,V-2, Sl No:19.9.2 Pg No-187 Cum 1768.2 1768.2 7.5 False None None False None False 13261.5 0 3381886 119092 None code134 Dewatering the sewage / storm water by using required HP submersible pump for the diversion of storm / sewage during the execution of work. Considering for one Pump. Common SR 2023-24, Vol 5 pg no. 206, I.no. 16.55.1&16.55.2, 10 HP Pump hr 447.3 447.3 50.0 False None None False None False 22365.0 0 3381887 119092 None code135 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Common SR 2023-24, Vol 3, pg no. 25, I.no. 4.14 Cum 2649.15 2649.15 5.4 False None None False None False 14305.41 0 3381888 119092 None code136 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: Common SR 2023-24, Vol 5, pg no. 113, I.no. 10.1.1 to 10.1.4, Provisoned for rectification of existing water pipe lines, PVC pipes 25mm dia, 10 kg/sqcm & class 5 Mtr 50.4 50.4 6.0 False None None False None False 302.4 0 3381889 119092 None code137 PVC pipes 90mm dia., 6 kg/sqcm & class 3 Mtr 308.7 308.7 3.0 False None None False None False 926.1 0 3381890 119092 None code138 PVC pipes 110mm dia., 6 kg/sqcm & class 3 Mtr 431.55 431.55 4.0 False None None False None False 1726.2 0 3381891 119092 None code139 PVC pipes 160mm dia., 6 kg/sqcm & class 3 Mtr 648.9 648.9 4.0 False None None False None False 2595.6 0 3381892 119092 None code140 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 aggregatesconforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete withshovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including Construction joints, primer, sealant, curing of concrete slabs For 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Common SR 2023-24, Vol 3, pg no. 149, I.no. 16.28 Cum 7091.7 7091.7 1.2 False None None False None False 8510.04 0 3381893 119092 None code141 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand), Common SR 2023-24, Vol 2, pg no. 9, I.no. 5.2 Cum 6948.9 6948.9 7.5 False None None False None False 52116.75 0 3381894 119092 None code142 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Common SR 2023-24, Vol 3, pg no. 31, I.no. 5.1.i Sqm 43.05 43.05 18.0 False None None False None False 774.9 0 3381895 119092 None code143 Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Common SR 2023-24, Vol 3, pg no. 31, I.no. 5.7.i.A Cum 8145.9 8145.9 1.8 False None None False None False 14662.62 0 3381896 119092 None code144 Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Common SR 2023-24, Vol 3, pg no. 37, I.no. 5.15.A.A Cum 11635.05 11635.05 0.9 False None None False None False 10471.545 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1719475662000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1719475662000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1719475662000 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 1719475662000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund None 1719475662000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1719475662000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing e- Procurement Portal. None 1719475662000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Government orders None 1719475662000 0 None None ELIGIBILITY All Scanned Documents of the Original should be up-loaded, Executive Engineer/ Superintending Engineer/ Chief Engineer reserves the right verify the Original Documents before approval, 0riginal documents / Certificates for qualification shall be produced when called for during evaluation of tender. None 1719475662000 0 None None ELIGIBILITY Financial turnover and similar nature of workdone of previous years shall be given a weightage of 10% per year to bring them to the price level of the 2023-24 None 1719475662000 0 None None ELIGIBILITY Work done certificate should be issued by competent authority not below the rank of Executive Engineer. None 1719475662000 0 None None ELIGIBILITY The Tenderer should maintain the Work during defective liability period as indicated in The Contract Data None 1719475662000 0 None None ELIGIBILITY The earnest money deposit will be forfeited if the documents submitted by the tenderer found to be misleading/forged or fake. None 1719475662000 0 None None ELIGIBILITY The Tender Inviting Authority reserves the right to reject any or all Tenders without assigning any reason or what so ever. None 1719475662000 0 None None ELIGIBILITY The bill payment is subject to satisfactory submission of third party inspection report to this office. None 1719475662000 0 None None ELIGIBILITY The status of work should be submitted along with photographs in three stages. Failure of which the bill payment will not be made. None 1719475662000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately as per applicable. None 1719475662000 0 None None ELIGIBILITY 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 1719475662000 0 None None ELIGIBILITY The Bidders Should be Registered in ESI & EPF None 1719475662000 0 None None ELIGIBILITY Corrigendum / Modifications / Correction, if any, will be published in the website only. None 1719475662000 0 None None ELIGIBILITY The tenderer should abide by all the terms and conditions laid under Standard Bid Document None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Satisfactorily completed as a prime contractor, at least one similar work of value not less than Rs.72.50 lakhs (usually not less than 50% estimated value of contract) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the minimum quantities of work-usually 80 percent of the peak annual rate of construction, EarthworkExcavation-1764Cum, UPVCPipe/SWG Pipeline-250Mtr, MachineholeChambers-8 Nos, TMT Steel-22 tonne, DI Pipes-320mtr. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Class-I PWD Registration Certificate Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None IT Returns for last five year (2018-19 to 2022-23) Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Each Tenderer in his name should have in the last five years i.e., 2018-19 to 2022-23, Achieved in at least two financial years an average annual financial turnover of Rs. 290.00 lakhs. (Certified turnover certificate issued by the Chartered accountant with UDIN Number) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets and / or availability of credit facilities of not less than Rs.43.50 lakhs (Unconditional Credit line/ Letters of Credit/ Certificates from Banks) for meeting the fund requirement etc., (usually 30% of the amount of contract) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None GST Registration Certificate, PAN Card Others Bidder should submit GST Registration Certificate and PAN Card issued by Concerned Department createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None NOT APPLICABLE Others NOT APPLICABLE createdTs version createdDate modifiedDate documentName None None None None Others -- NOT APPLICABLE None None None None NOT APPLICABLE Others NOT APPLICABLE createdTs version createdDate modifiedDate documentName None None None None Others -- NOT APPLICABLE None None None None NOT APPLICABLE Others NOT APPLICABLE createdTs version createdDate modifiedDate documentName None None None None Others -- NOT APPLICABLE None None None None NOT APPLICABLE Others NOT APPLICABLE createdTs version createdDate modifiedDate documentName None None None None Others -- NOT APPLICABLE None None None None NOT APPLICABLE Others NOT APPLICABLE createdTs version createdDate modifiedDate documentName None None None None Others -- NOT APPLICABLE None None None None NOT APPLICABLE Others NOT APPLICABLE createdTs version createdDate modifiedDate documentName None None None None Others -- NOT APPLICABLE None None None None NOT APPLICABLE Others NOT APPLICABLE createdTs version createdDate modifiedDate documentName None None None None Others -- NOT APPLICABLE None None None None NOT APPLICABLE Others NOT APPLICABLE createdTs version createdDate modifiedDate documentName None None None None Others -- NOT APPLICABLE
tenderCriterionDocumentList	documentName optional documentTypeText Each Tenderer in his name should have in the last five years i.e, 2018-19 to 2022-23, Achieved in at least two financial years an average annual financial turnover of Rs. 290 lakhs Certified turnover certificate issued by the Chartered accountant with UDIN Number True Technical Bid Class-1 PWD Registration Certificate True Technical Bid Satisfactorily completed as a prime contractor, at least one similar work of value not less than Rs.72.50 lakhs usually not less than 50 percentage estimated value of contract True Technical Bid Liquid assets and / or availability of credit facilities of not less than Rs.43.50 lakhs Unconditional Credit line/ Letters of Credit/ Certificates from Banks for meeting the fund requirement etc., usually 30 percentage of the amount of contract True Technical Bid Executed in any one year the minimum quantities of work-usually 80 percent of the peak annual rate of construction, EarthworkExcavation-1764Cum, UPVCPipe/SWG Pipeline -250Mtr, MachineholeChambers-8 Nos, TMT Steel-22 tonne, DI Pipes-320mtr. True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1719492332000 version 0 createdDate None modifiedDate None blockNumber CITY CORPORATION BALLARI street None city BALLARI state Karnataka pin 583101
tenderRecallDTO	None