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noticeInvitingTenderDTO	createdTs 1721462525160 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 1378000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 20-08-2024 17:00:00 tenderQueryClose 29-07-2024 15:00:00 technicalBidOpen 22-08-2024 17:00:00 publishedDate 20-07-2024 13:49:36 publishedByPost KSSIDC_SE_HOD_BNG publishedByUser KPE14915 - K GURU bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate 30-07-2024 12:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Guru K splitEmdRequiredYn None 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 9448323311 tenderSupplierList None
tenderSchedule	createdTs 1721462525162 version 14 createdDate None modifiedDate None tenderNumber KSSIDC/2023-24/OW/WORK_INDENT8/CALL-2 title Establishment of New Industrial Estate at Budihal grama-Ballolli hobli,Indi Tq,Vijayapura Dist, Extent of Land 19.38 Acres Call-2 description The scope of work and the scope of Tender is Formation of industrial layout , Construction of Cement Concrete roads, Construction of RCC drain and Box Culverts, Construction of Duct Chambers, Construction of chain link fencing, providing and laying of water supply lines , providing and laying Sewage/UGD Lines, Over head tank, Rain water harvesting system, providing power infrastructures to industrial layout, LED Street lights, etc., in an Extent of Land 19.38 Acres at Establishment of New Industrial Estate at Budihal grama-Ballolli hobli,Indi Tq,Vijayapura Dist category WORKS categoryText Works ecv 137788905.51 deptName Karnataka State Small Industries Development Corporation Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2622 locationName KSSIDC Head Office Bengaluru provisionalAmount 193000000.0 groupOverheadTotal None fileNumber No-ep-86-ENGG-SE-NewEstablishmentworks-Indi-2ndcall-2024-25-Date-19-07-2024
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1721462525000 1 None None Other Works Establishment of New Industrial Estate at Budihal grama-Ballolli hobli,Indi Tq,Vijayapura Dist, Extent of Land 19.38 Acres 137788905.51 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3562730 129110 None code01 Area cleaning Clearing and grubbing road land including uprooting rank vegetation grass bushes shrubs saplings and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Motor Grader. In area of light jungle PWD SOR for Roads and Bridges - 2023-24 Item No. VOL-III-2.6-iii-A Page No.9 ha 35020.0 35020.0 4.71 False None None False None False 164944.2 0 3562731 129110 None code02 Cutting of Trees excluding removal of stumps and roots of trees. Girth from 300 mm to 600 mm PWD SOR for Roads and Bridges - 2023-24 Item No. VOL-III-2.1-a-i Page No.9 Each 612.85 612.85 250.0 False None None False None False 153212.5 0 3562732 129110 None code03 Cutting of Trees excluding removal of stumps and roots of trees. Girth from 600 mm to 900 mm PWD SOR for Roads and Bridges - 2023-24 Item No. VOL-III-2.1-a-ii Page No.9 Each 974.38 974.38 350.0 False None None False None False 341033.0 0 3562733 129110 None code04 Removal of stumps and roots including backfilling with suitable material to required compaction. Girth from 300 mm to 600 mm PWD SOR for Roads and Bridges - 2023-24 Item No. VOL-III-2.1-b-i Page No.9 Each 366.68 366.68 250.0 False None None False None False 91670.0 0 3562734 129110 None code05 Removal of stumps and roots including backfilling with suitable material to required compaction. Girth from 600 mm to 900 mm PWD SOR for Roads and Bridges - 2023-24 Item No. VOL-III-2.1-b-ii Page No.9 Each 501.61 501.61 350.0 False None None False None False 175563.5 0 3562735 129110 None code06 Earth work in surface excavation by mechanical means for lowering and leveling the ground for all works other than foundation in all kinds of soils and upto depth not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and 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 and other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.12 Page No.8 Cum 97.85 97.85 4602.5 False None None False None False 450354.625 0 3562736 129110 None code07 Earth work in surface excavation by mechanical means for lowering and leveling the ground without blasting for all works other than foundation in OrdinaryperSoft rock and depth not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and 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 and other appurtenances required to complete the work In OrdinaryperSoft rock upto 300 mm depth Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.13 Page No.8 Cum 372.86 372.86 1972.5 False None None False None False 735466.35 0 3562737 129110 None code08 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.7 Page No.7 Cum 122.57 122.57 2301.25 False None None False None False 282064.2125 0 3562738 129110 None code09 Construction of Embankment by excavating the available approved GravelperMurrum deposited at a place or borrow pits during or prior excavation with all lifts and lead transportation to site spreading grading to required slope and compacting to meet the requirement complete as per specifications including cost of labour rolling water all materials usageand all other appurtenaces required to complete the work. Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.8 Page No.7 Cum 488.22 488.22 10017.75 False None None False None False 4890865.905 0 3562739 129110 None code10 Road Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.14.1 Page No.8 Cum 105.06 105.06 1345.959 False None None False None False 141406.45254 0 3562740 129110 None code11 Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work. In ordinarypersoft rock without blasting upto 1.5 m depth Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.15.1 Page No.8 Cum 373.89 373.89 384.56 False None None False None False 143783.1384 0 3562741 129110 None code12 Earth work excavation for Foundation by mechanical means for all works and depth upto 1.5 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 and 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 and other appurtenaces required to complete the work In Hard Rock requiring blasting Depth upto 1.50m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.16.1 Page No.9 Cum 570.62 570.62 192.28 False None None False None False 109718.8136 0 3562742 129110 None code13 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.7 Page No.7 Cum 122.57 122.57 672.979 False None None False None False 82487.03603 0 3562743 129110 None code14 Construction of Embankment by excavating the available approved GravelperMurrum deposited at a place or borrow pits during or prior excavation with all lifts and lead transportation to site spreading grading to required slope and compacting to meet the requirement complete as per specifications including cost of labour rolling water all materials usageand all other appurtenaces required to complete the work. Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.8 Page No.7 Cum 488.22 488.22 1110.05 False None None False None False 541948.611 0 3562744 129110 None code15 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table No. 300-2 PWD SOR for Roads and Bridges - 2023-24 Item No. VOL-III-3.6 Page No.17 Cum 507.79 507.79 8640.51 False None None False None False 4387564.5729 0 3562745 129110 None code16 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC carriage of mixed Material to work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401. For Grading -V Material PWD SOR for Roads and Bridges - 2023-24 Item No. VOL-III-4.1-v Page No.23 Cum 2561.61 2561.61 3002.49 False None None False None False 7691208.4089 0 3562746 129110 None code17 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS 383 the size of coarse aggregate not exceeding 25 mm aggregate cement ratio not to exceed 14 1 aggregate gradation after blending to be as per table 600-1 cement content not to be less than 140 kgper m3 optimum moisture content to be determined during trial length construction concrete strength not to be less than 7 Mpa at 7 days mixed in a batching plant transported to site laid with a paver with electronic sensor compacting with 8-10 t vibratory roller finishing and curing. PWD SOR for Roads and Bridges - 2023-24 Item No. VOL-III-6.1 Page No.49 Cum 5067.6 5067.6 1131.81 False None None False None False 5735560.356 0 3562747 129110 None code18 Construction of M30 Grade un-reinforced dowel jointed plain cement concrete pavement over a prepared sub base with OPC at 270 kgperm3 and GGBSat 90 kgperm3 coarse and fine aggregate conforming to IS 383 2016 maximum size of coarse aggregate not exceeding 25 mm mixed in a batching and mixing plant as per approved mix design transported to site laid with a paver finisher spread compacted and finished in a continuous operation including provision of contraction expansion construction and longitudinal joints joint filler separation membrane sealant primer joint sealant debonding strip dowel bar tie rod admixtures curing compound steel channels finishing to lines and grades as per drawing. PWD SOR for Roads and Bridges - 2023-24 Item No. VOL-III-6.5 Page No.50 Cum 8074.17 8074.17 2186.3 False None None False None False 17652557.871 0 3562748 129110 None code19 Providing and laying of Road marking with hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gperm2 area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35 2015.The finished surface to be level uniform and free from streaks and holes PWD SOR for Roads and Bridges - 2023-24 Item No. VOL-III-8.15 Page No.67 Sqm 545.9 545.9 692.55 False None None False None False 378063.045 0 3562749 129110 None code20 Supplying and fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape solar powered LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTMD 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow amber as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height width and length of the marker shall not PWD SOR for Roads and Bridges - 2023-24 Item No. VOL-III-8.32 Page No.71 Each 2163.0 2163.0 1221.0 False None None False None False 2641023.0 0 3562750 129110 None code21 Drain Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.14.1 Page No.8 Cum 105.06 105.06 3409.559 False None None False None False 358208.26854 0 3562751 129110 None code22 Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work. In ordinarypersoft rock without blasting upto 1.5 m depth Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.15.1 Page No.8 Cum 373.89 373.89 974.159 False None None False None False 364228.30851 0 3562752 129110 None code23 Earth work excavation for Foundation by mechanical means for all works and depth upto 1.5 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 and 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 and other appurtenaces required to complete the work In Hard Rock requiring blasting Depth upto 1.50m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.16.1 Page No.9 Cum 570.62 570.62 487.08 False None None False None False 277937.5896 0 3562753 129110 None code24 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitepertrapperbasalt 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 and lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 1 3 6 Using 40 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.1.3 Page No.15 Cum 6168.67 6168.67 579.9 False None None False None False 3577211.733 0 3562754 129110 None code25 Providing and laying in Cement Concrete for all Basement and surface level works return walls retaining walls sunken floors etc. The granitepertrapper 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 and 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.3.1 Page No.16 Cum 8792.13 8792.13 1391.67 False None None False None False 12235743.5571 0 3562755 129110 None code26 Supplying fitting and placing TMT FE 550 per 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking lapingperwelding joints tying with binding wire per soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.11.h Page No.18 Tonne 81381.33 81381.33 90.459 False None None False None False 7361673.73047 0 3562756 129110 None code27 Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.9 Page No.7 Cum 273.98 273.98 521.87 False None None False None False 142981.9426 0 3562757 129110 None code28 Culvert Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.14.1 Page No.8 Cum 105.06 105.06 376.277 False None None False None False 39531.66162 0 3562758 129110 None code29 Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work. In ordinarypersoft rock without blasting upto 1.5 m depth Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.15.1 Page No.8 Cum 373.89 373.89 107.508 False None None False None False 40196.16612 0 3562759 129110 None code30 Earth work excavation for Foundation by mechanical means for all works and depth upto 1.5 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 and 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 and other appurtenaces required to complete the work In Hard Rock requiring blasting Depth upto 1.50m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.16.1 Page No.9 Cum 570.62 570.62 53.754 False None None False None False 30673.10748 0 3562760 129110 None code31 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitepertrapperbasalt 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 and lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 1 3 6 Using 40 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.1.3 Page No.15 Cum 6168.67 6168.67 172.44 False None None False None False 1063725.4548 0 3562761 129110 None code32 Providing and laying in Cement Concrete for all Basement and surface level works return walls retaining walls sunken floors etc. The granitepertrapper 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 and 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.3.2 Page No.16 Cum 8009.28 8009.28 252.18 False None None False None False 2019780.2304 0 3562762 129110 None code33 Supplying fitting and placing TMT FE 550 per 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking lapingperwelding joints tying with binding wire per soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.11.h Page No.18 Tonne 81381.33 81381.33 30.262 False None None False None False 2462761.80846 0 3562763 129110 None code34 Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.9 Page No.7 Cum 273.98 273.98 85.68 False None None False None False 23474.6064 0 3562764 129110 None code35 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification Batching Plant PWD SOR for Roads and Bridges - 2023-24 Item No. VOL-III-13.9 Page No.122 Cum 12190.05 12190.05 231.0 False None None False None False 2815901.55 0 3562765 129110 None code36 Duct chamber Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work. In ordinarypersoft rock without blasting upto 1.5 m depth Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.15.1 Page No.8 Cum 373.89 373.89 33.902 False None None False None False 12675.61878 0 3562766 129110 None code37 Earth work excavation for Foundation by mechanical means for all works and depth upto 1.5 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 and 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 and other appurtenaces required to complete the work In Hard Rock requiring blasting Depth upto 1.50m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.16.1 Page No.9 Cum 570.62 570.62 16.951 False None None False None False 9672.57962 0 3562767 129110 None code38 Earth work excavation by manual means for drains canals waste weir draft approach channels key trenches foundation of Buildings and bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.4.1 Page No.5 Cum 249.26 249.26 118.656 False None None False None False 29576.19456 0 3562768 129110 None code39 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitepertrapperbasalt 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 and lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 1 3 6 Using 40 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.1.3 Page No.15 Cum 6168.67 6168.67 18.82 False None None False None False 116094.3694 0 3562769 129110 None code40 Providing and laying in position Cement Concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The granitepertrapperbasalt 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 erevernecessary including all lead and lifts cost of all materials of uality 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. M 25 Using 20 mm nominal size graded crushed coarse aggregate Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.4.3 Page No.16 Cum 6852.38 6852.38 37.46 False None None False None False 256690.1548 0 3562770 129110 None code41 Supplying fitting and placing TMT FE 550 per 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking lapingperwelding joints tying with binding wire per soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.11.h Page No.18 Tonne 81381.33 81381.33 1.873 False None None False None False 152427.23109 0 3562771 129110 None code42 Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.9 Page No.7 Cum 273.98 273.98 20.06 False None None False None False 5496.0388 0 3562772 129110 None code43 Refilling available earth around trenchesperpipelines cables in layers not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 m and lift upto 1.5 m. Including cost of all labour complete as per specifications Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.10 Page No.7 Cum 164.8 164.8 27.36 False None None False None False 4508.928 0 3562773 129110 None code44 Providing SandS RCC SPUN per VIBRATED CAST PIPES REINFORCED pipes NP-3 Class 300 mm dia 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 SandS 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 PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 16.3.2 Page No.188 m 1371.96 1371.96 228.0 False None None False None False 312806.88 0 3562774 129110 None code45 Singane and boards Boundary stones and Tree plantation Earth work excavation by manual means for drains canals waste weir draft approach channels key trenches foundation of Buildings and bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.4.1 Page No.5 Cum 249.26 249.26 76.32 False None None False None False 19023.5232 0 3562775 129110 None code46 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro reflectorised sign as per IRC 67 2022 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm 60 cm below ground level as per approved drawing PWD SOR for Roads and Bridges - 2023-24 Item No. VOL-III-8.7 Page No.65 Sqm 9280.3 9280.3 2.7 False None None False None False 25056.81 0 3562776 129110 None code47 Providing and fixing of retro- reflectorised cautionary mandatory and informatory sign as per IRC 67 2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3 3mmper4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC 67 2022. 80 mm x 60 mm rectangular PWD SOR for Roads and Bridges - 2023-24 Item No. VOL-III-8.6- x Page No.65 Each 5670.15 5670.15 19.0 False None None False None False 107732.85 0 3562777 129110 None code48 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitepertrapperbasalt 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 and lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 1 3 6 Using 40 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.1.3 Page No.15 Cum 6168.67 6168.67 69.0 False None None False None False 425638.23 0 3562778 129110 None code49 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC 25 fixed in position including finishing and lettering but excluding painting Boundary pillar per Guard Stone PWD SOR for Roads and Bridges - 2023-24 Item No. VOL-III-8.18 Page No.67 Each 770.44 770.44 407.0 False None None False None False 313569.08 0 3562779 129110 None code50 Digging pits of size 0.75 x 0.75x 0.75m filling 50percentage of the pit with top soil and remaining 50percentage of pit with 1 2 3 proportion of sand 0.035cum FYM 0.070cum Red earth 0.105 cum and planting of well grown tree saplings excluding cost of plants PWD SOR for Roads and Bridges - 2021-22 Item No. VOL-XIII-12.2 Page No.48 Each 1116.0 1116.0 316.21 False None None False None False 352890.36 0 3562780 129110 None code51 Chain link fencing Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.14.1 Page No.8 Cum 105.06 105.06 460.277 False None None False None False 48356.70162 0 3562781 129110 None code52 Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work. In ordinarypersoft rock without blasting upto 1.5 m depth Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.15.1 Page No.8 Cum 373.89 373.89 131.508 False None None False None False 49169.52612 0 3562782 129110 None code53 Earth work excavation for Foundation by mechanical means for all works and depth upto 1.5 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 and 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 and other appurtenaces required to complete the work In Hard Rock requiring blasting Depth upto 1.50m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.16.1 Page No.9 Cum 570.62 570.62 65.754 False None None False None False 37520.54748 0 3562783 129110 None code54 Providing Size Stone masonry with hard stone in foundation and plinth with Cement mortar 1 6 1 cement 6 coarse sand PWD SOR for Buildings - 2023-24 Item No. VOL-II-5.4 Page No.9 Cum 6580.67 6580.67 249.84 False None None False None False 1644114.5928 0 3562784 129110 None code55 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-inCharge PWD SOR - 2023-24 Item No. VOL-II-11.2 Page No.77 Kg 116.39 116.39 17486.64 False None None False None False 2035270.0296 0 3562785 129110 None code56 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts bolts and washers as required complete as per the direction of Engineer-in-charge PWD SOR - 2023-24 Item No. VOL-II-11.60 Page No.96 Sqm 919.79 919.79 2414.0 False None None False None False 2220373.06 0 3562786 129110 None code57 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitepertrapperbasalt 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 and lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 1 3 6 Using 40 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.1.3 Page No.15 Cum 6168.67 6168.67 109.49 False None None False None False 675407.6783 0 3562787 129110 None code58 Providing and laying in position Cement Concrete for all Foundation works. The granitepertrapperbasalt 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 and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.2.1 Page No.15 Cum 6993.65 6993.65 3.659 False None None False None False 25589.76535 0 3562788 129110 None code59 Providing and laying in position Cement Concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granitepertrapperbasalt 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 and 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.5.1 Page No.16 Cum 11609.13 11609.13 1.69 False None None False None False 19619.4297 0 3562789 129110 None code60 Supplying fitting and placing TMT FE 550 per 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking lapingperwelding joints tying with binding wire per soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.11.h Page No.18 Tonne 81381.33 81381.33 0.535 False None None False None False 43539.01155 0 3562790 129110 None code61 Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.9 Page No.7 Cum 273.98 273.98 294.549 False None None False None False 80700.53502 0 3562791 129110 None code62 Water Supply Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights bracing using sight rails and boning rods at every 100 mm whevere necessary as directed removal of stumps and other deleterious matter dressing of sides and levelling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc. and all other appurtenances complete in the following strata. In all kinds of soil. Depth upto 1.50m PWD SR 2023-24 Vol-I P-10 Sl-1.17.1 Cum 269.86 269.86 686.699 False None None False None False 185312.59214 0 3562792 129110 None code63 Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights bracing using sight rails and bonding rods at every 100 mm whevere necessary as directed removal of slumps 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 and all other appurtenances to complete in the following strata. Ordinaryorsoft rock without requiring blasting Depth upto 1.50 m PWD SR 2023-24 Vol-I P-10 Sl-1.19.1 Cum 467.62 467.62 196.2 False None None False None False 91747.044 0 3562793 129110 None code64 Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification including setting out construction of shoring strutting cost of blasting materialsbarricading caution lights bracing using sight rails and boning rods at every 100 mm whevere necessary as directed removal of slumps 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 and all other appurtenances to complete in the following strata. Hard rock blasting prohibited Depth upto 1.50 m PWD SR 2023-24 Vol-I P-11 Sl-1.21.5 Cum 1044.42 1044.42 98.1 False None None False None False 102457.602 0 3562794 129110 None code65 Providing and Filling in foundation with granite or trap broken metal 100mm. and down size and with approved sand ncluding hand packing ramming watering including cost of all materials and labour with all lead and lift complete as per specifications PWD SR 2023-24 Vol-I P-11 Sl-1.23 Cum 2762.46 2762.46 277.52 False None None False None False 766637.8992 0 3562795 129110 None code66 Providing laying and jointing HDPE pipes 63mm dia pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of pipes and specials with electrofusion welding giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee stub ends flanged sets bedns reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc. complete. NOTE Upto 110mm dia Coil shall be used. PWD SR 2023-24 Vol-V P-102 Item no. 9.11.1 m 192.61 192.61 2011.0 False None None False None False 387338.71 0 3562796 129110 None code67 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. 63 mm Electro Fusion Coupler PWD SR 2023-24 Vol-V P-102 Item no. 9.17.27 Each 145.23 145.23 5.0 False None None False None False 726.15 0 3562797 129110 None code68 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. 63 mm Electro Fusion Tee PWD SR 2023-24 Vol-V P-102 Item no. 9.17.30 Each 253.38 253.38 50.0 False None None False None False 12669.0 0 3562798 129110 None code69 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. 63 mm Electro Fusion Elbow PWD SR 2023-24 Vol-V P-102 Item no. 9.17.33 Each 254.41 254.41 40.0 False None None False None False 10176.4 0 3562799 129110 None code70 Supply and fixing of Single or 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 40or50. All internal parts such as float shell with appurtenances. all cover bolts of austenitic alloy or SS 304 steel DN 50 float of HOSTAFLON or 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 For TP Air Valves of 50mm dia. PWD SR 2023-24 Vol-5 P-28 Item no.-2.35.1 Each 29036.73 29036.73 4.0 False None None False None False 116146.92 0 3562800 129110 None code71 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron DI conforming to IS-1865 and of grade GGG 40or50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percentage leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings minimum 2 “ O “ rings. Body and bonut 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 and nuts and rubber insertions etc. but excluding earth work. 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. For PN-10. Sluice valve-50 mm dia PWD SR 2023-24 Vol-5 P-28 Item no.-2.23.1 No. 5701.05 5701.05 10.0 False None None False None False 57010.5 0 3562801 129110 None code72 Refilling available earth around trenchesorpipelines cables in layers not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 m and lift upto 1.5 m. Including cost of all labour complete as per specifications PWD SR 2023-24 Vol-I P-7 Sl-1.10 Cum 164.8 164.8 506.01 False None None False None False 83390.448 0 3562802 129110 None code73 Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In ordinaryorsoft rock without blasting up to 1.5 m depth PWD SR 2023-24 Vol-I P-8 Sl-1.14.1 Cum 105.06 105.06 45.08 False None None False None False 4736.1048 0 3562803 129110 None code74 Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In ordinaryorsoft rock without blasting up to 1.5 m depth PWD SR 2023-24 Vol-I P-8 Sl-1.15.1 Cum 373.89 373.89 12.88 False None None False None False 4815.7032 0 3562804 129110 None code75 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 and 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 and all other appurtenaces required to complete the work In Hard Rock requiring blasting Depth upto 1.5 m PWD SR 2023-24 Vol-I-P-9 Sl-1.16.1 Cum 570.62 570.62 6.44 False None None False None False 3674.7928 0 3562805 129110 None code76 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The graniteortraporbasalt 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 and lifts cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork shall be paid separately Mix 136 M10 Using 40 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 VOL-I Sl. 2.1.3 or Page No. 15 Cum 6168.67 6168.67 8.4 False None None False None False 51816.828 0 3562806 129110 None code77 Providing and laying in position Reinforced cement concrete for all Foundation works. The graniteortraporbasalt 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 and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 Vol-I P-15 Sl-2.2.1 Cum 6799.39 6799.39 25.339 False None None False None False 172289.74321 0 3562807 129110 None code78 Supplying fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking lapingorwelding joints tying with binding wire or soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures PWD SR 2023-2024 Item No. VOL-I-2.11-h Page No.18 Tonne 81381.33 81381.33 1.266 False None None False None False 103028.76378 0 3562808 129110 None code79 Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m. PWD SR 2023-24 Vol-I P-7 Sl-1.9 Cum 273.98 273.98 10.64 False None None False None False 2915.1472 0 3562809 129110 None code80 Providing and fixing 3 layer PP-R Poly Propylene Random Copolymer pipes confirming to IS.15801 2008 OR WRAS NSF certificates which is UV stabilized and anti-microbial fusion welded having thermal stability for hot and cold water supply including all PP-R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes Lot wise test report as per the relevant ISor ISOorDINorBIS codes and also testing of joints complete as per direction of Engineer-In-Charge.etc. PN-16 PipeSDR 7.4-20 mm OD PWD SOR for Water Supply and Sewerage Works-2023-24 Item No. VOL-5-2.62.2 Page No.35 m 211.15 211.15 124.5 False None None False None False 26288.175 0 3562810 129110 None code81 Providing and fixing 3 layer PP-R Poly Propylene Random Copolymer pipes confirming to IS.15801 2008 OR WRAS NSF certificates which is UV stabilized and anti-microbial fusion welded having thermal stability for hot and cold water supply including all PP-R plain and brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing. This includes Lot wise test report as per the relevant ISor ISOorDINorBIS codes and also testing of joints complete as per direction of Engineer-In-Charge.etc. PN-16 PipeSDR 7.4-50 mm OD PWD SOR for Water Supply and Sewerage Works-2023-24 Item No. VOL-5-2.62.6 Page No.35 m 685.98 685.98 373.5 False None None False None False 256213.53 0 3562811 129110 None code82 OHT Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.14.1 Page No.8 Cum 105.06 105.06 29.98 False None None False None False 3149.6988 0 3562812 129110 None code83 Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work. In ordinarypersoft rock without blasting upto 1.5 m depth Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.15.1 Page No.8 Cum 373.89 373.89 8.57 False None None False None False 3204.2373 0 3562813 129110 None code84 Earth work excavation for Foundation by mechanical means for all works and depth upto 1.5 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 and 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 and other appurtenaces required to complete the work In Hard Rock requiring blasting Depth upto 1.50m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.16.1 Page No.9 Cum 570.62 570.62 4.28 False None None False None False 2442.2536 0 3562814 129110 None code85 Earth work excavation for Foundation by mechanical means for all works and depth upto 1.5 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 and 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 and other appurtenaces required to complete the work In Hard Rock requiring blasting Depth exceeding 1.50m but not exceeding 3 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.16.2 Page No.9 Cum 673.77 673.77 10.71 False None None False None False 7216.0767 0 3562815 129110 None code86 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1 4 1 cement 4 fine sand including rounding off corners wherever required smooth rendering providing and removing scaffolding including cost of materials labour curing complete as per specifications and as per directions of Engineer-in-charge. PWD SOR for Buildings - 2023-24 Item No. VOL-II-8.2.1 Page No.41 Sqm 303.85 303.85 249.91 False None None False None False 75935.1535 0 3562816 129110 None code87 Finishing walls with water proofing cement paint of required shade New work Two coats applied at 4.84 kgper10 m² to give an even shade after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer-in-charge. PWD SOR for Buildings - 2023-24 Item No. VOL-II-8.28 Page No.45 Sqm 91.67 91.67 249.91 False None None False None False 22909.2497 0 3562817 129110 None code88 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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. PWD SOR for Buildings - 2023-24 Item No. VOL-II-8.41 Page No.48 Sqm 172.01 172.01 6.3 False None None False None False 1083.663 0 3562818 129110 None code89 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners all necessary fittings complete including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. PWD SOR - 2023-24 Item No. VOL-II-11.5.1 Page No.77 Sqm 4612.34 4612.34 6.3 False None None False None False 29057.742 0 3562819 129110 None code90 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitepertrapperbasalt 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 and lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 1 3 6 Using 40 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.1.3 Page No.15 Cum 6168.67 6168.67 2.736 False None None False None False 16877.48112 0 3562820 129110 None code91 Providing and laying in position Cement Concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granitepertrapperbasalt 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 and 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.5.3 Page No.16 Cum 7048.16 7048.16 5.568 False None None False None False 39244.15488 0 3562821 129110 None code92 Providing and laying in position Cement Concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granitepertrapperbasalt 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 and 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.5.3 Page No.16 Cum 13279.66 13279.66 8.5725 False None None False None False 113839.88535 0 3562822 129110 None code93 Providing and laying in position Cement Concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granitepertrapperbasalt 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 and 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.5.3 Page No.16 Cum 12557.94 12557.94 9.5134 False None None False None False 119468.706396 0 3562823 129110 None code94 Providing and laying in position Cement Concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granitepertrapperbasalt 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 and 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.5.3 Page No.16 Cum 11836.22 11836.22 1.853 False None None False None False 21932.51566 0 3562824 129110 None code95 Providing and laying in position Cement Concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granitepertrapperbasalt 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 and 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.5.3 Page No.16 Cum 8949.34 8949.34 8.373 False None None False None False 74932.82382 0 3562825 129110 None code96 Providing and laying in position Cement Concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granitepertrapperbasalt 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 and 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.5.3 Page No.16 Cum 11836.22 11836.22 34.994 False None None False None False 414196.68268 0 3562826 129110 None code97 Supplying fitting and placing TMT FE 550 per 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking lapingperwelding joints tying with binding wire per soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.11.h Page No.18 Tonne 81381.33 81381.33 10.33 False None None False None False 840669.1389 0 3562827 129110 None code98 Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.9 Page No.7 Cum 273.98 273.98 42.835 False None None False None False 11735.9333 0 3562828 129110 None code99 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 40per50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percentage 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 and 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. For sluice Valve of PN - 10.0 and 80mm PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 2.23.2 Page No.22 Each 10704.79 10704.79 2.0 False None None False None False 21409.58 0 3562829 129110 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 40per50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percentage 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 and 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. For sluice Valve of PN - 10.0 and 100mm PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 2.23.3 Page No.22 Each 11210.52 11210.52 1.0 False None None False None False 11210.52 0 3562830 129110 None code101 Providing and fixing MS ladder between landings 45 cms wide using angle iron of specified sizes 20mm MS bars at 25 cms. centre to centre with necessary supports of same angle iron etc. as directed including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh including fixing in ground with CC 1 2 4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with MS angle of 65 x 65 x 8mm PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 7.1 Page No.85 m 4508.31 4508.31 13.5 False None None False None False 60862.185 0 3562831 129110 None code102 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. PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 7.3 Page No.85 Each 2204.2 2204.2 1.0 False None None False None False 2204.2 0 3562832 129110 None code103 Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 7.2.3 Page No.85 Each 11122.97 11122.97 1.0 False None None False None False 11122.97 0 3562833 129110 None code104 Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick 0.23 M width with copper floats indicators and flexible nylone wires painting figures with approved enamel paint etc. PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 7.4.3 Page No.85 Each 7255.32 7255.32 1.0 False None None False None False 7255.32 0 3562834 129110 None code105 Providing and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for For Over Head Tanks upto 15M staging PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 7.7.4 Page No.87 Each 14305.67 14305.67 1.0 False None None False None False 14305.67 0 3562835 129110 None code106 Providing and fixing DIperCI puddle flanges conforming to IS 7181-1986 with latest ammendments. in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . For double flanged CI pipes of 80mm dia. PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 7.5.1 Page No.86 Each 1627.4 1627.4 3.0 False None None False None False 4882.2 0 3562836 129110 None code107 Providing and fixing DIperCI puddle flanges conforming to IS 7181-1986 with latest ammendments. in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . For double flanged CI pipes of 100mm dia. PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 7.5.2 Page No.86 Each 1916.83 1916.83 2.0 False None None False None False 3833.66 0 3562837 129110 None code108 Providing Laying and Jointing Cast Iron CI double flanged pipes true to line per hoisting of DI flanged pipe in position and aligning to correct plumb including cost of jointing materials conveying to work spot with all lead and lifts etc complete. For double flanged CI pipes of 80mm dia. PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 7.6.1 Page No.86 Each 2312.35 2312.35 20.0 False None None False None False 46247.0 0 3562838 129110 None code109 Providing Laying and Jointing Cast Iron CI double flanged pipes true to line per hoisting of DI flanged pipe in position and aligning to correct plumb including cost of jointing materials conveying to work spot with all lead and lifts etc complete. For double flanged CI pipes of 100mm dia. PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 7.6.2 Page No.86 Each 3100.3 3100.3 20.0 False None None False None False 62006.0 0 3562839 129110 None code110 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 PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 7.8 Page No.87 m 1366.81 1366.81 24.1934 False None None False None False 33067.781054 0 3562840 129110 None code111 Construction of valve chambers Rate as per calculations of Valve Chambers in Pipeline estimation sheet Each 24526.0 24526.0 5.0 False None None False None False 122630.0 0 3562841 129110 None code112 Raising main Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights bracing using sight rails and boning rods at every 100 mm whevere necessary as directed removal of stumps and other deleterious matter dressing of sides and levelling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc. and all other appurtenances complete in the following strata. In all kinds of soil depth upto 1.5m PWD SR 2023-24 Vol-I P-10 Sl-1.17.1 Cum 269.86 269.86 350.0 False None None False None False 94451.0 0 3562842 129110 None code113 Earth work excavation for pipeline trenches by mechanical means above 600 mm trench width as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights bracing using sight rails and bonding rods at every 100 mm whevere necessary as directed removal of slumps 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 and all other appurtenances to complete in the following strata. Ordinaryorsoft rock without requiring blasting Depth upto 1.50 m PWD SR 2023-24 Vol-I P-10 Sl-1.19.1 Cum 467.62 467.62 100.0 False None None False None False 46762.0 0 3562843 129110 None code114 Earth work excavation for pipeline trenches by mechanical means above 600 mm trench width as per drawing and technical specification including setting out construction of shoring strutting cost of blasting materialsbarricading caution lights bracing using sight rails and boning rods at every 100 mm whevere necessary as directed removal of slumps 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 and all other appurtenances to complete in the following strata. Hard rock blasting prohibited Depth upto 1.50 m PWD SR 2023-24 Vol-I P-11 Sl-1.21.5 Cum 1044.42 1044.42 50.0 False None None False None False 52221.0 0 3562844 129110 None code115 Providing and Filling in foundation with granite or trap broken metal 100mm. and down size and with approved sand ncluding hand packing ramming watering including cost of all materials and labour with all lead and lift complete as per specifications PWD SR 2023-24 Vol-I P-11 Sl-1.23 Cum 2762.46 2762.46 75.0 False None None False None False 207184.5 0 3562845 129110 None code116 Providing laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of pipes and specials with electrofusion welding giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee stub ends flanged sets bedns reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc. complete. NOTE Upto 110mm dia Coil shall be used. For HDPE PE 100 PN 16.0 PWD SR 2023-24 Vol-V P-104 Item no. 9.14.2 m 530.45 530.45 1000.0 False None None False None False 530450.0 0 3562846 129110 None code117 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. 90 mm Electro FusionCoupler PWD SR 2023-24 Vol-V P-104 Item no. 9.17.29 Each 237.93 237.93 10.0 False None None False None False 2379.3 0 3562847 129110 None code118 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc.. 90 mm Electro Fusion Elbow PWD SR 2023-24 Vol-V P-104 Item no. 9.17.35 Each 466.59 466.59 10.0 False None None False None False 4665.9 0 3562848 129110 None code119 Refilling available earth around trenchesorpipelines cables in layers not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 m and lift upto 1.5 m. Including cost of all labour complete as per specifications PWD SR 2023-24 Vol-I P-7 Sl-1.10 Cum 164.8 164.8 375.0 False None None False None False 61800.0 0 3562849 129110 None code120 Supply and fixing of Single or 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 40or50. All internal parts such as float shell with appurtenances. all cover bolts of austenitic alloy or SS 304 steel DN 50 float of HOSTAFLON or 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 For TP Air Valves of 50mm dia. PWD SR 2023-24 Vol-5 P-22 Item no.-2.35.1 Each 29036.73 29036.73 4.0 False None None False None False 116146.92 0 3562850 129110 None code121 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron DI conforming to IS-1865 and of grade GGG 40or50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percentage leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings minimum 2 “ O “ rings. Body and bonut 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 and nuts and rubber insertions etc. but excluding earth work. 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. For PN-10. For Suilce Valve of PN-10.0 and 50mm PWD SR 2023-24 Vol-5 P-22 Item no.-2.23.1 Each 5701.05 5701.05 3.0 False None None False None False 17103.15 0 3562851 129110 None code122 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron DI conforming to IS-1865 and of grade GGG 40or50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percentage leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings minimum 2 O rings. Body and bonut 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 and nuts and rubber insertions etc. but excluding earth work. 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. For PN-10. For Suilce Valve of PN-10.0 and 100mm PWD SR 2023-24 Vol-5 P-28 Item no.-2.23.5 Each 11210.52 11210.52 2.0 False None None False None False 22421.04 0 3562852 129110 None code123 Supply and delivery of Centrifugal pump set at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments. 15 HP size 80x65 Head 44M Discharge 900 LPM PWD SR 2023-24 Vol-V P-157 Sl-13.40.12 Each 55586.01 55586.01 2.0 False None None False None False 111172.02 0 3562853 129110 None code124 Providing and laying Ductile Iron pipes of class-conforming to IS 83292000 with latest amendments conveyiing 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 IS83292000 is considered in place of Slag or Sulphate Resistance Cement SRC the cost of pipes may be increased by 5-6percentage from the prices listed. For DI K9 pipes. DI K9 150mm dia pipes PWD SR 2023-24 Vol-V P-52 Sl-4.2.2 m 2442.13 2442.13 20.0 False None None False None False 48842.6 0 3562854 129110 None code125 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron DI conforming to IS-1865 and of grade GGG 40or50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percentage leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings minimum 2 “ O “ rings. Body and bonut 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 and nuts and rubber insertions etc. but excluding earth work. 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. For PN-10. For Suilce Valve of PN-10.0 and 150mm PWD SR 2023-24 P-22 Item no. 2.23 Each 18014.7 18014.7 2.0 False None None False None False 36029.4 0 3562855 129110 None code126 Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420or431 and spring shall be spring steel uperior grade quality as detailed below of following diameters and types and conveying to work site loading unloading stacking with appurtenances. complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts For Class 150 PWD SR 2023-24 P-24 Sl-2.26.3 Each 8215.28 8215.28 3.0 False None None False None False 24645.84 0 3562856 129110 None code127 Labour charges for Erection Electrification and commissioning of Pump sets including aligning and balancing of all items including supply and erection of two pair of supporting clamps bore well caps cable clips and water tight gland cable protectors bolts nuts valve and gaugestools and equipments etc. involved in the job as per specifications with necessary tests as per specifications with testing of as per instructions of engineer incharge of work PWD SR 2023-24 P-156 Sl. No. 13.32 Job 6695.0 6695.0 2.0 False None None False None False 13390.0 0 3562857 129110 None code128 Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m PWD SR 2023-24 Vol-I P-8 Sl-1.14.1 Cum 105.06 105.06 12.88 False None None False None False 1353.1728 0 3562858 129110 None code129 Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In ordinaryorsoft rock without blasting up to 1.5 m depth PWD SR 2023-24 Vol-I P-8 Sl-1.15.1 Cum 373.89 373.89 3.68 False None None False None False 1375.9152 0 3562859 129110 None code130 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 and 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 and all other appurtenaces required to complete the work In Hard Rock requiring blasting Depth upto 1.5 m PWD SR 2023-24 Vol-I-P-9 Sl-1.16.1 Cum 570.62 570.62 1.84 False None None False None False 1049.9408 0 3562860 129110 None code131 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The graniteortraporbasalt 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 and lifts cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork shall be paid separately Mix 136 M10 Using 40 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 VOL-I Sl. 2.1.3 or Page No. 15 Cum 6168.67 6168.67 2.4 False None None False None False 14804.808 0 3562861 129110 None code132 Providing and laying in position Reinforced cement concrete for all Foundation works. The graniteortraporbasalt 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 and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 Vol-I P-15 Sl-2.2.1 Cum 6799.39 6799.39 7.24 False None None False None False 49227.5836 0 3562862 129110 None code133 Supplying fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking lapingorwelding joints tying with binding wire or soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures PWD SR 2023-2024 Item No. VOL-I-2.11.h Page No.18 Tonne 81381.33 81381.33 0.362 False None None False None False 29460.04146 0 3562863 129110 None code134 Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m. PWD SR 2023-24 Vol-I P-7 Sl-1.9 Cum 273.98 273.98 3.04 False None None False None False 832.8992 0 3562864 129110 None code135 Borewell Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S by vertical electrical sounding by adopting Venner or Schlumbergers’s method including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity its quality quantity and acceptability of the users indicating the location of the site recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe depth of drilling required to cover full depth of aquifer proposed to be tapped probable yield and other information required including transportation of instruments and accessories to work site engaging technical personal and labour required etc. NOTE 1 Additional rate on item 1and2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M for fixing Casing pipes only a Above 20 M and upto 30 M-15percentage b Above 30 M-30percentage Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level. 2 A sum of Rs. 100or-is to be deducted for Dry Borewell towards yield test. PWD SR 2023-24 Vol-5 Pg-140 Sl.No.-12.4 Each 5446.64 5446.64 2.0 False None None False None False 10893.28 0 3562865 129110 None code136 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG and above 1100 CMF and above in all strata including over burdern upto 20 m. Fixing of casing pipes collars and cap with necessary cutting threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables etc. complete including yield testing at the final depth with a minimum working of compressor for one hour Excluding cost of casing pipes collars cap etc. complete Borewell depth of 0 to 50 m PWD SR 2023-24 Vol-5 Pg-139 Sl.No.-12.1.1 m 381.1 381.1 100.0 False None None False None False 38110.0 0 3562866 129110 None code137 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG and above 1100 CMF and above in all strata including over burdern upto 20 m. Fixing of casing pipes collars and cap with necessary cutting threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables etc. complete including yield testing at the final depth with a minimum working of compressor for one hour Excluding cost of casing pipes collars cap etc. complete Borewell depth of 50 to 100 m PWD SR 2023-24 Vol-5 Pg-139 Sl.No.-12.1.2 m 477.92 477.92 100.0 False None None False None False 47792.0 0 3562867 129110 None code138 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG and above 1100 CMF and above in all strata including over burdern upto 20 m. Fixing of casing pipes collars and cap with necessary cutting threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables etc. complete including yield testing at the final depth with a minimum working of compressor for one hour Excluding cost of casing pipes collars cap etc. complete Borewell depth of 100 to 150 m PWD SR 2023-24 Vol-5 Pg-139 Sl.No.-12.1.3 m 507.79 507.79 100.0 False None None False None False 50779.0 0 3562868 129110 None code139 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG and above 1100 CMF and above in all strata including over burdern upto 20 m. Fixing of casing pipes collars and cap with necessary cutting threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables etc. complete including yield testing at the final depth with a minimum working of compressor for one hour Excluding cost of casing pipes collars cap etc. complete Borewell depth of 150 to 200 m PWD SR 2023-24 Vol-5 Pg-139 Sl.No.-12.1.4 m 589.16 589.16 100.0 False None None False None False 58916.0 0 3562869 129110 None code140 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG and above 1100 CMF and above in all strata including over burdern upto 20 m. Fixing of casing pipes collars and cap with necessary cutting threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables etc. complete including yield testing at the final depth with a minimum working of compressor for one hour Excluding cost of casing pipes collars cap etc. complete Borewell depth of 200 to 250 m PWD SR 2023-24 Vol-5 Pg-139 Sl.No.-12.1.5 m 691.13 691.13 100.0 False None None False None False 69113.0 0 3562870 129110 None code141 Supply of ISI mark 175mm nominal boreplain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments electrical resistance welded steel tubes material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kgorm.prices include Collar-Medium duty. PWD SR 2023-24 Vol-5 Pg-143 Sl.No.-12.32 m 1990.99 1990.99 200.0 False None None False None False 398198.0 0 3562871 129110 None code142 Providing and fixing MS casing collars as per IS 1239 part-II 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm minimum. The dimensions of caps and colars shall be strictly as per IS 1239 Part-II 1982 with all amendments PWD SR 2023-24 Vol-5 Pg-143 Sl.No.-12.33 Each 154.5 154.5 4.0 False None None False None False 618.0 0 3562872 129110 None code143 Providing and laying at site of work MS casing caps as per IS 1239 part-II 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm minimum. The dimensions of caps and colars shall be strictly as per IS 1239 Part-II 1982 with all amendments including cost of material and labour charges for fixing if any etc. complete with all lead and lifts and as directed by the Engineer in charge PWD SR 2023-24 Vol-5 Pg-143 Sl.No.-12.34 Each 168.92 168.92 2.0 False None None False None False 337.84 0 3562873 129110 None code144 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-000 3Phase SS Bowl and Impeller with Low volt Motor as per specifications to work site as per necessary ammendments and instructions of engineer incharge of work. For 10.00 HP-90 LPM at 220 m equal to 20 STG Outlet Dia-2.00 PWD SR 2023-24 Vol-5 Pg-152 Sl.No.-13.16.7 Each 57342.6 57342.6 2.0 False None None False None False 114685.2 0 3562874 129110 None code145 Labour charges for Erection Electrification and commissioning of Pump sets including aligning and balancing of all items including supply and erection of two pair of supporting clamps bore well caps cable clips and water tight gland cable protectors bolts nuts valve and gaugestools and equipments etc. involved in the job as per specifications with necessary tests as per specifications with testing of as per instructions of engineer incharge of work. PWD SR 2023-24 Vol-5 Pg-156 Sl.No.-13.32 Job 6695.0 6695.0 2.0 False None None False None False 13390.0 0 3562875 129110 None code146 Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to138130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 V as per IS-6942010.-3C x 6 mm2 Two cables PWD Electrical SR-2023-24 Vol-6 Item No.2.6.3 Page No.7 m 252.35 252.35 200.0 False None None False None False 50470.0 0 3562876 129110 None code147 Supply installingtesting and commissioning COMMON control panel consisting of the following INCOMING1 No set of Phase indicating lamps with SFU of suitable rating 1 No Analog Ammeter 1 No Analog Voltmeter 1ni with Phase selector switch Isolating switch OUTGOING for Main Electrical Pump 1 No. MCB 1 No. DOL of SorD Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor under voltage over Volage under current over current and dry run protection suitable for the pump described above 1 no Indoor typ e NOTE 1 DOLDirect Online Starter 2 S-D-Star Delta Starter 6 to 15 HP pumps PWD SR 2023-24 Vol-5 Pg-155 Sl.No.-13.23.3 Each 16377.0 16377.0 2.0 False None None False None False 32754.0 0 3562877 129110 None code148 Supplying fixing and Single phase preventer using necessary wires over an existing panel board suitable for motor up to 20HP capacities. PWD Electrical SR-2023-24 Vol-6 Item No.5.3 Page No.14 Each 931.14 931.14 4.0 False None None False None False 3724.56 0 3562878 129110 None code149 Suplying fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase 400or440 volts grade for power factor improvement of roating machineries like induction motor PWD Electrical SR-2023-24 Vol-6 Item No.5.37 Page No.19 Kvar 494.4 494.4 4.0 False None None False None False 1977.6 0 3562879 129110 None code150 Supplying and fixing of Porcelain fuse channel with cut out on existing woodenorpanel using necessary nuts bolts and washers. 32 Amps PWD Electrical SR-2023-24 Vol-6 Item No.5.7.2age No.14 Each 248.23 248.23 4.0 False None None False None False 992.92 0 3562880 129110 None code151 Providing Laying and Fixing GI pipes conforming to IS 12391990 with latest amendments complete with GI fittings excluding the cost of fittings with cuts and threads wherever necessary including testing for water tightness with all lead and commissioning. contractor will make his own arrangements for procuring water for testing For Medium Duty GI pipe of 50mm dia PWD SR 2023-24 Vol-5 Pg-127 Sl.No.-11.3.6 m 699.37 699.37 300.0 False None None False None False 209811.0 0 3562881 129110 None code152 Labour charges for laying and jointing GI pipes with earth work including fixing collars elbows tees bends gland cocks and other fittings with cuts and threads white lead paints wherever necessary conveying the materials from office to workspot and retuning the surplus materials from workspot to stores for 50mm dia. GI pipes and specials. PWD SR 2023-24 Vol-5 Pg-15 Sl.No.-2.6.5 m 32.96 32.96 300.0 False None None False None False 9888.0 0 3562882 129110 None code153 Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws. 20x20x2.5 P.W.D. Electrical-2022-23 Item No.5.6.6 Page No.24 PWD Electrical SR-2023-24 Vol-6 Item No.5.6.6.2age No.14 Each 335.91 335.91 2.0 False None None False None False 671.82 0 3562883 129110 None code154 Yield testing of borewells at final depth with a minimum of 10 hours continuously with the help of pump testing unit including the cost of transportation charges crew charges and cost of consumables. PWD SR 2023-24 Vol-5 Pg-140 Sl.No.-12.9 Each 16795.18 16795.18 2.0 False None None False None False 33590.36 0 3562884 129110 None code155 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality screwed end 65 mm nominal bore PWD SR 2023-24 Vol-2 Pg-117 Item no. 13.4.5 Nos 1453.33 1453.33 2.0 False None None False None False 2906.66 0 3562885 129110 None code156 Providing and fixing gun metal non-return valve of approved quality screwed end 50 mm nominal bore Horizontal PWD SR 2023-24 Vol-2 Pg-118 Item no. 13.6.4.1 Nos 1401.83 1401.83 2.0 False None None False None False 2803.66 0 3562886 129110 None code157 Pump house Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.14.1 Page No.8 Cum 105.06 105.06 29.176 False None None False None False 3065.23056 0 3562887 129110 None code158 Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work. In ordinarypersoft rock without blasting upto 1.5 m depth Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.15.1 Page No.8 Cum 373.89 373.89 8.336 False None None False None False 3116.74704 0 3562888 129110 None code159 Earth work excavation for Foundation by mechanical means for all works and depth upto 1.5 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 and 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 and other appurtenaces required to complete the work In Hard Rock requiring blasting Depth upto 1.50m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.16.1 Page No.9 Cum 570.62 570.62 4.168 False None None False None False 2378.34416 0 3562889 129110 None code160 Providing Size Stone masonry with hard stone in foundation and plinth with Cement mortar 1 6 1 cement 6 coarse sand PWD SOR for Buildings - 2023-24 Item No. VOL-II-5.4 Page No.9 Cum 6580.67 6580.67 6.53 False None None False None False 42971.7751 0 3562890 129110 None code161 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 6 1 cement 6 coarse sand including cost of all materials labour scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. PWD SOR for Buildings - 2023-24 Item No. VOL-II-6.8 Page No.14 Cum 8208.07 8208.07 14.563 False None None False None False 119534.12341 0 3562891 129110 None code162 Providing MathiperNandi wood frames of doors windows clerestory windows ventilators and other frames wrought framed or assembled including making plaster groves excluding cost of cement concrete and side clamps but including cost of materials labour usage charges complete as per specifications. PWD SOR for Buildings - 2023-24 Item No. VOL-II-12.12 Page No.99 Cum 127928.06 127928.06 0.08 False None None False None False 10234.2448 0 3562892 129110 None code163 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1 3 6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials labour charges complete as per specifications PWD SOR for Buildings - 2023-24 Item No. VOL-II-12.51 Page No.104 No 1046.48 1046.48 1.0 False None None False None False 1046.48 0 3562893 129110 None code164 Providing and fixing in position fully panelled MattiperNandi wood shutters for doors with stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials labour usage charges complete as per specifications. excluding cost of fixtures PWD SOR for Buildings - 2023-24 Item No. VOL-II-12.18 Page No.100 Sqm 6773.28 6773.28 1.89 False None None False None False 12801.4992 0 3562894 129110 None code165 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. PWD SOR for Buildings - 2023-24 Item No. VOL-II-11.16.1 Page No.78 Sqm 2711.99 2711.99 7.5 False None None False None False 20339.925 0 3562895 129110 None code166 Providing and fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC Matching to RAL-9016 sections and with minimum TiO2 Titanium Dioxide at 6 PHR with TPE Thermo Plastic Elastomer and lead free gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass standard hardwareand single . locking system with Crescent Locks. Wall thickness of frame and sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. The cost is inclusive of all fixtures and separate charges for minor TandP s shall not be made PWD SOR for Buildings - 2023-24 Item No. VOL-II-12.84 Page No.109 Sqm 5173.69 5173.69 6.15 False None None False None False 31818.1935 0 3562896 129110 None code167 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings perwooden frames with rawl plugs screws etc. PWD SOR for Buildings - 2023-24 Item No. VOL-II-11.34B Page No.15.1 Kg 188.49 188.49 79.95 False None None False None False 15069.7755 0 3562897 129110 None code168 Providing 12 mm cement plaster with cement mortar 1 6 1 cement 6 fine sand including rounding off corners wherever required smooth rendering providing and removing scaffolding including cost of materials labour curing complete as per specifications and as per directions of Engineer-in-charge. PWD SOR for Buildings - 2023-24 Item No. VOL-II-8.1.2 Page No.41 Sqm 248.23 248.23 109.71 False None None False None False 27233.3133 0 3562898 129110 None code169 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1 5 1 cement 5 coarse sand finished with a top layer 6 mm thick cement plaster with cement mortar 1 6 1 cement 6 fine sand to brick masonry including rounding off corners wherever required smooth rendering providing and removing scaffolding including cost of materials labour curing complete as per specifications and as per directions of Engineer-in-charge PWD SOR for Buildings - 2023-24 Item No. VOL-II-8.8 Page No.42 Sqm 382.13 382.13 119.95 False None None False None False 45836.4935 0 3562899 129110 None code170 Providing and laying flooring with burnt stone slabs 10 cms thick rough chistle dressed on cement mortar bed 1 6 25 mm thick and .ed with cement mortar 1 3 including cost of materials mortar labour curing complete as per specifications. PWD SOR for Buildings - 2023-24 Item No. VOL-II-9.27 Page No.63 Sqm 2459.64 2459.64 29.0 False None None False None False 71329.56 0 3562900 129110 None code171 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work two coats over and including 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 PWD SOR for Buildings - 2023-24 Item No. VOL-II-8.25 Page No.45 Sqm 141.11 141.11 109.71 False None None False None False 15481.1781 0 3562901 129110 None code172 Wall painting with acrylic emulsion 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 PWD SOR for Buildings - 2023-24 Item No. VOL-II-8.39 Page No.48 Sqm 130.81 130.81 109.71 False None None False None False 14351.1651 0 3562902 129110 None code173 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface Water thinnable cement primer 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. PWD SOR for Buildings - 2023-24 Item No. VOL-II-8.27 Page No.45 Sqm 54.59 54.59 119.95 False None None False None False 6548.0705 0 3562903 129110 None code174 Finishing walls with water proofing cement paint of required shade New work Two coats applied at 4.84 kgper10 m² to give an even shade after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer-in-charge. PWD SOR for Buildings - 2023-24 Item No. VOL-II-8.28 Page No.45 Sqm 91.67 91.67 119.95 False None None False None False 10995.8165 0 3562904 129110 None code175 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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. PWD SOR for Buildings - 2023-24 Item No. VOL-II-8.41 Page No.48 Sqm 172.01 172.01 13.65 False None None False None False 2347.9365 0 3562905 129110 None code176 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terraceperChajjasperSunken portion of WC Bathroom cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kgperm2 to achieve final DFT Dry Film Thickness of 1mm including prime coat of epoxy primer at150 gperm2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation making coving at Junction Bore Packing treatment of construction joints completely as per specification. PWD SOR for Buildings - 2023-24 Item No. VOL-II-15.1 Page No.149 Sqm 841.51 841.51 24.35 False None None False None False 20490.7685 0 3562906 129110 None code177 Providing and Filling in foundation with granite per trap broken metal 100mm. and down size and with approved sand including hand packing ramming watering including cost of all materials and labour with all lead and lift complete as per specifications. Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.23 Page No.11 Cum 2762.46 2762.46 4.58 False None None False None False 12652.0668 0 3562907 129110 None code178 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granitepertrapperbasalt 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 and lifts cost of all materials of quality labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. Mix 1 3 6 Using 40 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.1.3 Page No.15 Cum 6168.67 6168.67 8.83 False None None False None False 54469.3561 0 3562908 129110 None code179 Providing and laying in position Cement Concrete for all Foundation works. The granitepertrapperbasalt 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 and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.2.1 Page No.15 Cum 6993.65 6993.65 5.65 False None None False None False 39514.1225 0 3562909 129110 None code180 Providing and laying in position Cement Concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granitepertrapperbasalt 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 and 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.5.1 Page No.16 Cum 10243.35 10243.35 2.55 False None None False None False 26120.5425 0 3562910 129110 None code181 Providing and laying in position Cement Concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granitepertrapperbasalt 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 and 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.5.1 Page No.16 Cum 11609.13 11609.13 1.29 False None None False None False 14975.7777 0 3562911 129110 None code182 Providing and laying in position Cement Concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granitepertrapperbasalt 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 and 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.5.1 Page No.16 Cum 10926.24 10926.24 2.25 False None None False None False 24584.04 0 3562912 129110 None code183 Providing and laying in position Cement Concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granitepertrapperbasalt 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 and 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.5.1 Page No.16 Cum 10243.35 10243.35 3.65 False None None False None False 37388.2275 0 3562913 129110 None code184 Providing and laying in position Cement Concrete for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granitepertrapperbasalt 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 and 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.5.1 Page No.16 Cum 9901.9 9901.9 1.08 False None None False None False 10694.052 0 3562914 129110 None code185 Supplying fitting and placing TMT FE 550 per 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking lapingperwelding joints tying with binding wire per soft nnealed steel wire and other ancilary operations complete as per drawing and technical specification. For Buildings Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.11.a Page No.18 Tonne 92140.71 92140.71 1.98 False None None False None False 182438.6058 0 3562915 129110 None code186 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 SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.11 Page No.7 Cum 445.99 445.99 31.37 False None None False None False 13990.7063 0 3562916 129110 None code187 UGD Refilling available earth around trenchesperpipelines cables in layers not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 m and lift upto 1.5 m. Including cost of all labour complete as per specifications Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.10 Page No.7 Cum 164.8 164.8 4730.339 False None None False None False 779559.8672 0 3562917 129110 None code188 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights bracing using sight rails and boning rods at every 100 mm whevere necessary as directed removal of stumps and other deleterious matter dressing of sides and levelling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc. and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.17.1 Page No.10 Cum 269.86 269.86 2230.661 False None None False None False 601966.17746 0 3562918 129110 None code189 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights bracing using sight rails and boning rods at every 100 mm whevere necessary as directed removal of stumps and other deleterious matter dressing of sides and levelling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc. and all other appurtenances complete in the following strata. All kinds of soils. Depth exceeding 1.5 m but not exceeding 3 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.17.2 Page No.10 Cum 340.93 340.93 1180.774 False None None False None False 402561.27982 0 3562919 129110 None code190 Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights bracing using sight rails and bonding rods at every 100 mm whevere necessary as directed removal of slumps 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 and all other appurtenances to complete in the following strata. Ordinarypersoft rock without requiring blasting Depth upto 1.50 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.19.1 Page No.10 Cum 467.62 467.62 637.331 False None None False None False 298028.72222 0 3562920 129110 None code191 Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights bracing using sight rails and bonding rods at every 100 mm whevere necessary as directed removal of slumps 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 and all other appurtenances to complete in the following strata. Ordinarypersoft rock without requiring blasting Depth exceeding 1.5 m but not exceeding 3 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.19.2 Page No.10 Cum 573.71 573.71 337.364 False None None False None False 193549.10044 0 3562921 129110 None code192 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification including setting out construction of shoring strutting cost of blasting materials barricading caution lights bracing using sight rails and 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 and all other appurtenances to complete in the following strata. Hard rock requiring blasting Depth upto 1.50 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.21.1 Page No.10 Cum 689.07 689.07 318.666 False None None False None False 219583.18062 0 3562922 129110 None code193 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification including setting out construction of shoring strutting cost of blasting materials barricading caution lights bracing using sight rails and 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 and all other appurtenances to complete in the following strata. Hard Rock Depth exceeding 1.5 m but not exceeding 3 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.21.2 Page No.10 Cum 774.56 774.56 168.682 False None None False None False 130654.32992 0 3562923 129110 None code194 Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe 100 mm dia outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 9.16.1 Page No.106 m 291.49 291.49 498.0 False None None False None False 145162.02 0 3562924 129110 None code195 Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe 150 mm dia outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. 2023-24 Item No. VOL-5 - 9.16.3 Page No.106 m 485.13 485.13 1448.0 False None None False None False 702468.24 0 3562925 129110 None code196 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 and 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. WithTable Moulded Bricks Machinehole 1.2 m internal dia. 1.0 M depth and Heavy duty SFRC cover and frame PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 16.46.1 Page No.204 Each 25748.97 25748.97 12.0 False None None False None False 308987.64 0 3562926 129110 None code197 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 and 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. WithTable Moulded Bricks Machinehole 1.2 m internal dia. 2.0 M depth and Heavy duty SFRC cover and frame PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 16.46.2 Page No.204 Each 48519.18 48519.18 13.0 False None None False None False 630749.34 0 3562927 129110 None code198 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 and 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. WithTable Moulded Bricks Machinehole 1.2 m internal dia. 3.0 M depth and Heavy duty SFRC cover and frame PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 16.46.3 Page No.204 Each 73879.84 73879.84 2.0 False None None False None False 147759.68 0 3562928 129110 None code199 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 and 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. WithTable Moulded Bricks Machinehole 1.5 m internal dia. 3.0 M depth and Heavy duty SFRC cover and frame PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 16.48.3 Page No.204 Each 87719.95 87719.95 15.0 False None None False None False 1315799.25 0 3562929 129110 None code200 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 and 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. WithTable Moulded Bricks Machinehole 1.5 m internal dia. 4.0 M depth and Heavy duty SFRC cover and frame PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 16.48.4 Page No.204 Each 120902.43 120902.43 10.0 False None None False None False 1209024.3 0 3562930 129110 None code201 Digester 10 KLD Waste Water Treatment by Prefabricated anaerobic Bio Septic tank For 100 Soulsper10KLD Providing installation and commissioning of an anaerobic Bio Septic tank with all necessary accessories such as pre-filter pipes prefabricated RCC Tank including internal matrix for enhanced growth of Bacteria Anaerobic microbial Inoculum developed by DRDO and baffle wall to control the flow of water and to increase the retention time in the RCC Tank Note Refer to technical specification attached as Annexure-1 including cost of material loading and unloading and as directed by the Engineer in charge etc. complete including annual maintenance of the system for 5 years. Note - 1. Above rates mentioned are for the purpose of preparation of estimate only. 2. All items are of ISI standards. 3. After commissioning of plant necessary testing to be done for the satisfaction of the engineer in charge. 4. Design drawing of the system suitable for erection is given in figures PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 22.1 Page No.251 Each 927000.0 927000.0 3.0 False None None False None False 2781000.0 0 3562931 129110 None code202 Rain Water Harvesting Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.14.1 Page No.8 Cum 105.06 105.06 35.63 False None None False None False 3743.2878 0 3562932 129110 None code203 Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work. In ordinarypersoft rock without blasting. Depth exceeding 1.5 m but not exceeding 3 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.15.2 Page No.8 Cum 437.75 437.75 10.18 False None None False None False 4456.295 0 3562933 129110 None code204 Earth work excavation for Foundation by mechanical means for all works and depth upto 1.5 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 and 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 and other appurtenaces required to complete the work In Hard Rock requiring blasting Depth exceeding 1.5 m but not exceeding 3 m Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-1.16.2 Page No.9 Cum 641.69 641.69 5.09 False None None False None False 3266.2021 0 3562934 129110 None code205 Providing and laying in Cement Concrete for all Basement and surface level works return walls retaining walls sunken floors etc. The granitepertrapper 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 and 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.3.1 Page No.16 Cum 6838.32 6838.32 1.696 False None None False None False 11597.79072 0 3562935 129110 None code206 Supplying fitting and placing TMT FE 550 per 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking lapingperwelding joints tying with binding wire per soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I-2.11.h Page No.18 Tonne 81381.33 81381.33 0.135 False None None False None False 10986.47955 0 3562936 129110 None code207 Stone Aggregate-40 mm down size Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I Sl. No.7 Page No.A-42 Cum 1225.7 1225.7 13.573 False None None False None False 16636.4261 0 3562937 129110 None code208 Stone Aggregate-20 mm down size Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I Sl. No.4 Page No.A-42 Cum 1372.99 1372.99 13.573 False None None False None False 18635.59327 0 3562938 129110 None code209 Stone Aggregate-6 mm down size Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I Sl. No.1 Page No.A-42 Cum 1452.3 1452.3 13.573 False None None False None False 19712.0679 0 3562939 129110 None code210 Labour charges for Mazdoor Unskilled for Zone-III Common SOR For Engineering Departments 2023 - 2024 Item No. VOL-I Sl. No.IV Page No.A-50 Day 504.21 504.21 5.0 False None None False None False 2521.05 0 3562940 129110 None code211 Supplying of RCC perforated rings - 1200 mmx1250 mm PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 693 Page No.A-45 Each 7210.0 7210.0 45.0 False None None False None False 324450.0 0 3562941 129110 None code212 Providing to work spot rolling lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances. complete. 1200 mmx1250 mm PWD SOR for Water Supply and Sewerage Works - 2023-24 Item No. VOL-5 - 16.62 Page No.208 Each 9830.32 9830.32 45.0 False None None False None False 442364.4 0 3562942 129110 None code213 Electrical works PART-A Providing 2 Pole Structrue at the Tapping. Using RCC Pole-13 NOS near KPTCL SUBSTION-1 Main Tapping .s-1 ckts 1 rmu 250 KVA TC YARD-10 NOS Supply of DP Structure using RCC Pole - 9 Mtr Long 145 Kg WL Including Cost of Poles Set 21555.84 21555.84 12.0 False None None False None False 258670.08 0 3562943 129110 None code214 Fixing of DP Structure using RCC Pole - 9 Mtr Long 145 Kg WL Including Cost of Poles Set 5533.16 5533.16 12.0 False None None False None False 66397.92 0 3562944 129110 None code215 Supply of 11 kV 45 KN Polymeric Insulator No 191.58 191.58 72.0 False None None False None False 13793.76 0 3562945 129110 None code216 Supply of Guy Set Complete with No. 15 Strain Insulator Set 1205.1 1205.1 24.0 False None None False None False 28922.4 0 3562946 129110 None code217 Laying of Guy Set Complete with No. 15 Strain Insulator Set 610.79 610.79 24.0 False None None False None False 14658.96 0 3562947 129110 None code218 Supply of Spiral Earth Electrode No 246.17 246.17 24.0 False None None False None False 5908.08 0 3562948 129110 None code219 Fixing of Spiral Earth Electrode No 95.79 95.79 24.0 False None None False None False 2298.96 0 3562949 129110 None code220 Laying of Guy concreting with Boulders Mud and Sand No 257.5 257.5 24.0 False None None False None False 6180.0 0 3562950 129110 None code221 Supply of CautionperDanger Board No 154.5 154.5 12.0 False None None False None False 1854.0 0 3562951 129110 None code222 Fixing of CautionperDanger Board No 82.4 82.4 12.0 False None None False None False 988.8 0 3562952 129110 None code223 Supply of Anti Climbing Device 12 Mtr GI Barbed Wire Each 91.67 91.67 24.0 False None None False None False 2200.08 0 3562953 129110 None code224 Fixing of Anti Climbing Device 12 Mtr GI Barbed Wire Each 43.26 43.26 24.0 False None None False None False 1038.24 0 3562954 129110 None code225 Supply of 11 kV 400 Amps Double Break GOS Set 21897.8 21897.8 12.0 False None None False None False 262773.6 0 3562955 129110 None code226 Fixing of 11 kV 400 Amps Double Break GOS Set 1250.42 1250.42 12.0 False None None False None False 15005.04 0 3562956 129110 None code227 Supply of H-Frame for mounting GOS No 4461.96 4461.96 12.0 False None None False None False 53543.52 0 3562957 129110 None code228 Fixing of H-Frame for mounting GOS No 332.69 332.69 12.0 False None None False None False 3992.28 0 3562958 129110 None code229 Supply of DOLO Cut Out Set per 3 Nos No 6048.16 6048.16 12.0 False None None False None False 72577.92 0 3562959 129110 None code230 Fixing of DOLO Cut Out Set per 3Nos No 244.11 244.11 12.0 False None None False None False 2929.32 0 3562960 129110 None code231 Concreting Material for 9mtrs RCC Poles structure.base concreting cc 1 4 8 500x650x150mm. ESCOM SR 2023-24 volume-6 CDS-28 No 321.36 321.36 24.0 False None None False None False 7712.64 0 3562961 129110 None code232 pole concreting cc 1 2 4 650x500x1700mm. ESCOM SR 2023-24 volume-6 CDS-28 No 4629.85 4629.85 24.0 False None None False None False 111116.4 0 3562962 129110 None code233 providing coping for poles with cc 1 2 4 and as per norms. ESCOM SR 2023-24 volume-6 CDS-28 No 321.36 321.36 24.0 False None None False None False 7712.64 0 3562963 129110 None code234 Supply and Fixing of GI Wire 8 SWG. ESCOM SR 2023-24 volume-6 CDS-24 Kg 77.29 77.29 24.0 False None None False None False 1854.96 0 3562964 129110 None code235 PART-B Laying of 11 kV 3x240 Sqmm XLPE UG Cable Using Conventional Laying with Excavation in Soil Supply of 11kV 3x240 Sqmm XLPE UG Cable. ESCOM SR 2023-24 volume-6 CDS-21 Km 1705729.44 1705729.44 0.1 False None None False None False 170572.944 0 3562965 129110 None code236 Supply of Straight Through Jointing Kits HS Type suitable for 3x240 Sqmm Cable. ESCOM SR 2023-24 volume-6 CDS-21 No 9075.33 9075.33 2.0 False None None False None False 18150.66 0 3562966 129110 None code237 Supply of Cable termination kit Outdoor HS Type Suitable for 3x240 Sqmm Cable. ESCOM SR 2023-24 volume-6 CDS-21 Per Kit 5477.54 5477.54 6.0 False None None False None False 32865.24 0 3562967 129110 None code238 Supply of Cable termination kit Indoor HS Type Suitable for 3x240 Sqmm Cable. ESCOM SR 2023-24 volume-6 CDS-21 Per Kit 4831.73 4831.73 6.0 False None None False None False 28990.38 0 3562968 129110 None code239 Supply of Cable Covering Tiles 250x125x40 mm or 125x125x40 mm. ESCOM SR 2023-24 volume-6 CDS-21 No 5.28 5.28 500.0 False None None False None False 2640.0 0 3562969 129110 None code240 Supply of ArtificialperManufacture Sand Extracted from Vol-1 PWD SR Sl No. 62 . ESCOM SR 2023-24 volume-6 CDS-21 Cum 1839.58 1839.58 2.0 False None None False None False 3679.16 0 3562970 129110 None code241 Supply of RCC Hume pipe 2000 mm Long 150 mm Dia. ESCOM SR 2023-24 volume-6 CDS-21 No 316.21 316.21 4.0 False None None False None False 1264.84 0 3562971 129110 None code242 Supply of Collars for RCC Hume Pipe. ESCOM SR 2023-24 volume-6 CDS-21 No 84.46 84.46 4.0 False None None False None False 337.84 0 3562972 129110 None code243 Supply of GI Pipe 100 mm Dia for drain crossing cable raising etc. Extracted from Vol-5 BWSSB SR Item No. 177 . ESCOM SR 2023-24 volume-6 CDS-21 Mtr 1272.05 1272.05 50.0 False None None False None False 63602.5 0 3562973 129110 None code244 Supply of Route and Joint Indicating Stones. ESCOM SR 2023-24 volume-6 CDS-21 No 136.99 136.99 20.0 False None None False None False 2739.8 0 3562974 129110 None code245 Cable trench excavation 1000x0.6x1equal to600 Ordinary soil Extracted from Vol-1 PWD SR Sl No. 1.17.1 . ESCOM SR 2023-24 volume-6 CDS-21 Cum 269.86 269.86 40.0 False None None False None False 10794.4 0 3562975 129110 None code246 Laying of cable in trench. ESCOM SR 2023-24 volume-6 CDS-21 Km 66077.59 66077.59 0.1 False None None False None False 6607.759 0 3562976 129110 None code247 Refilling and consolidation. Extracted from Vol-1 PWD SR Sl No. 1.10 . ESCOM SR 2023-24 volume-6 CDS-21 Cum 164.8 164.8 40.0 False None None False None False 6592.0 0 3562977 129110 None code248 Making of straight through joint. ESCOM SR 2023-24 volume-6 CDS-21 No 2933.44 2933.44 2.0 False None None False None False 5866.88 0 3562978 129110 None code249 Making of cable termination. ESCOM SR 2023-24 volume-6 CDS-21 No 2737.74 2737.74 12.0 False None None False None False 32852.88 0 3562979 129110 None code250 Covering the cable with tile. ESCOM SR 2023-24 volume-6 CDS-21 Km 4498.01 4498.01 0.1 False None None False None False 449.801 0 3562980 129110 None code251 Spreading Sand and forming with Sand round the cable. ESCOM SR 2023-24 volume-6 CDS-21 Km 15254.3 15254.3 0.1 False None None False None False 1525.43 0 3562981 129110 None code252 Laying of RCC Hume pipe. ESCOM SR 2023-24 volume-6 CDS-21 Mtr 71.07 71.07 4.0 False None None False None False 284.28 0 3562982 129110 None code253 Laying of GI Pipe. ESCOM SR 2023-24 volume-6 CDS-21 Mtr 95.79 95.79 50.0 False None None False None False 4789.5 0 3562983 129110 None code254 Laying of Route and Joint indicating stone. ESCOM SR 2023-24 volume-6 CDS-21 No 119.48 119.48 20.0 False None None False None False 2389.6 0 3562984 129110 None code255 PART-C Providing Compact RMU 11 kV Class SF6perVCB Type 1 Incomer Plus 1 Breaker Plus 1 Outgoing Supply of RMU 3 Way 2OD Plus 1VL One Incomer Plus One Breakers Plus One outgoing 350 MVA 630 Amps. ESCOM SR 2023-24 volume-6 CDS-33 Set 566036.5 566036.5 1.0 False None None False None False 566036.5 0 3562985 129110 None code256 Bed Concreting with CC 1 2 4 M-15 Using 20mm Nominal size graded crushed coarse aggregates Extracted from Item No. 2.1.6 of KPWD SR 2023-24 Volume - 1 . ESCOM SR 2023-24 volume-6 CDS-33 Cum 6430.29 6430.29 0.08 False None None False None False 514.4232 0 3562986 129110 None code257 Foundation with CC 1 2 4 M-15 Using 20mm Nominal size graded crushed coarse aggregates Extracted from Item No. 2.1.6 of KPWD SR 2023-24 Volume - 1 . ESCOM SR 2023-24 volume-6 CDS-33 Cum 6430.29 6430.29 0.36 False None None False None False 2314.9044 0 3562987 129110 None code258 Providing Reinforecement TMT Fe 550per550 D Extracted from SL No. 69 of KPWD SR 2023-24 Volume - 1 . ESCOM SR 2023-24 volume-6 CDS-33 Kg 75.19 75.19 80.0 False None None False None False 6015.2 0 3562988 129110 None code259 Providing Plinth with CC 1 2 4 on the Stone Masonary M-15 Using 20mm Nominal size graded crushed coarse aggregates Extracted from Item No. 2.1.6 of KPWD SR 2023-24 Volume - 1 . ESCOM SR 2023-24 volume-6 CDS-33 Cum 6430.29 6430.29 0.06 False None None False None False 385.8174 0 3562989 129110 None code260 Construction of Stone Masonary Extracted from Sl No. 5.4 of KPWD SR 2023-24 Volume - 3 . ESCOM SR 2023-24 volume-6 CDS-33 Cum 6580.67 6580.67 0.43 False None None False None False 2829.6881 0 3562990 129110 None code261 Supplying of Frame of MS Channel 100x50 mm and MS angle 40x40x5 mm welding etc. complete. Extracted from SL No. 69 of KPWD SR 2023-24 Volume - 1 . ESCOM SR 2023-24 volume-6 CDS-33 Kg 70.04 70.04 37.5 False None None False None False 2626.5 0 3562991 129110 None code262 Lettering the RMU with enamel paint and also writing single line diagram of each panel caution Board Danger Board etc. including cost of Paint Brush etc. . ESCOM SR 2023-24 volume-6 CDS-33 No 989.83 989.83 1.0 False None None False None False 989.83 0 3562992 129110 None code263 Earth Excavation for RMU Foundation depositing of earth on bank up to a lead of 50 Mtr and with a lift up to 1.5 Mtr. ESCOM SR 2023-24 volume-6 CDS-33 Cum 269.86 269.86 4.35 False None None False None False 1173.891 0 3562993 129110 None code264 Labour charges for Fixing foundation frame of MS channel 100x50 mm and MS angle 40x40x5 mm welding fixing in concrete aligning the RMU on foundation bed assembly of units connecting Bus Bars from panel to panel etc. complete.. ESCOM SR 2023-24 volume-6 CDS-33 No 4919.28 4919.28 3.0 False None None False None False 14757.84 0 3562994 129110 None code265 PART-D Running Single Circuit 11 kV 3 Phase Power Line On 9 Mtr Supports With An Average Span Of 40 Mtr Using RABBIT ACSR Conductor 5KM+2.2KMequal to7.2KM Supply of RCC Pole - 9 Mtr Long 145 Kg WL. ESCOM SR 2023-24 volume-6 CDS-1 No 7288.28 7288.28 181.0 False None None False None False 1319178.68 0 3562995 129110 None code266 Fixing of RCC Pole - 9 Mtr Long 145 Kg WL. ESCOM SR 2023-24 volume-6 CDS-1 No 1794.26 1794.26 181.0 False None None False None False 324761.06 0 3562996 129110 None code267 Supply of 11 kV Horizontal Cross Arm with clamps HTST supports bolts nuts and washers for RCC Pole - 9 Mtr Long 145 Kg WL. ESCOM SR 2023-24 volume-6 CDS-1 Set 665.38 665.38 181.0 False None None False None False 120433.78 0 3562997 129110 None code268 Fixing of 11 kV Horizontal Cross Arm with clamps HTST supports bolts nuts and washers for RCC Pole - 9 Mtr Long 145 Kg WL. ESCOM SR 2023-24 volume-6 CDS-1 Set 280.16 280.16 181.0 False None None False None False 50708.96 0 3562998 129110 None code269 Supply of DP Structure with RCC Pole - 9 Mtr Long 145 Kg WL. ESCOM SR 2023-24 volume-6 CDS-1 Set 21555.84 21555.84 10.0 False None None False None False 215558.4 0 3562999 129110 None code270 Fixing of DP Structure with RCC Pole - 9 Mtr Long 145 Kg WL. ESCOM SR 2023-24 volume-6 CDS-1 Set 5553.76 5553.76 10.0 False None None False None False 55537.6 0 3563000 129110 None code271 Supply and Fixing of 11 kV 5 KN Polymeric Pin Insulator 24 mm Dia FRP Rod . ESCOM SR 2023-24 volume-6 CDS-1 No 211.15 211.15 543.0 False None None False None False 114654.45 0 3563001 129110 None code272 Supply and Fixing of 11 kV 45 KN Polymeric Insulator. ESCOM SR 2023-24 volume-6 CDS-1 No 191.58 191.58 60.0 False None None False None False 11494.8 0 3563002 129110 None code273 Supply of Guy Set Complete with No. 15 Strain Insulator. ESCOM SR 2023-24 volume-6 CDS-1 Set 1205.1 1205.1 60.0 False None None False None False 72306.0 0 3563003 129110 None code274 Fixing of Guy Set Complete with No. 15 Strain Insulator. ESCOM SR 2023-24 volume-6 CDS-1 Set 610.79 610.79 60.0 False None None False None False 36647.4 0 3563004 129110 None code275 Supply of Rabbit ACSR Conductor. ESCOM SR 2023-24 volume-6 CDS-1 Km 47621.02 47621.02 21.924 False None None False None False 1044043.24248 0 3563005 129110 None code276 Laying of Rabbit ACSR Conductor. ESCOM SR 2023-24 volume-6 CDS-1 Km 4491.83 4491.83 21.924 False None None False None False 98478.88092 0 3563006 129110 None code277 Supply and Fixing of PG Clamps for Rabbit Conductor. ESCOM SR 2023-24 volume-6 CDS-1 No 105.06 105.06 42.0 False None None False None False 4412.52 0 3563007 129110 None code278 Supply of Spiral Earth Electrode. ESCOM SR 2023-24 volume-6 CDS-1 No 246.17 246.17 168.0 False None None False None False 41356.56 0 3563008 129110 None code279 Fixing of Spiral Earth Electrode. ESCOM SR 2023-24 volume-6 CDS-1 No 95.79 95.79 168.0 False None None False None False 16092.72 0 3563009 129110 None code280 Supply of EG Stirrups with GI wire lacing. ESCOM SR 2023-24 volume-6 CDS-1 set per 2nos No 284.28 284.28 168.0 False None None False None False 47759.04 0 3563010 129110 None code281 Fixing of EG Stirrups with GI wire lacing. ESCOM SR 2023-24 volume-6 CDS-1 set per 2nos No 164.8 164.8 168.0 False None None False None False 27686.4 0 3563011 129110 None code282 Supply Laying of Guy concreting with Boulders Mud and Sand. ESCOM SR 2023-24 volume-6 CDS-1 No 257.5 257.5 60.0 False None None False None False 15450.0 0 3563012 129110 None code283 Supply of CautionperDanger Board. ESCOM SR 2023-24 volume-6 CDS-1 No 154.5 154.5 56.0 False None None False None False 8652.0 0 3563013 129110 None code284 Fixing of CautionperDanger Board. ESCOM SR 2023-24 volume-6 CDS-1 No 82.4 82.4 56.0 False None None False None False 4614.4 0 3563014 129110 None code285 Supply of Anti Climbing Device 12 Mtr GI Barbed Wire . ESCOM SR 2023-24 volume-6 CDS-1 Each 91.67 91.67 42.0 False None None False None False 3850.14 0 3563015 129110 None code286 Fixing of Anti Climbing Device 12 Mtr GI Barbed Wire . ESCOM SR 2023-24 volume-6 CDS-1 Each 43.26 43.26 42.0 False None None False None False 1816.92 0 3563016 129110 None code287 Supply of Guarding Material Rs. 93perMtr . ESCOM SR 2023-24 volume-6 CDS-5 . Span 4789.5 4789.5 20.0 False None None False None False 95790.0 0 3563017 129110 None code288 Fixing of Guarding Material Rs. 93perMtr . ESCOM SR 2023-24 volume-6 CDS-5 . Span 1858.12 1858.12 20.0 False None None False None False 37162.4 0 3563018 129110 None code289 Supply of 4 Pin Cross Arm with clamps bolts nuts and washers for guarding. ESCOM SR 2023-24 volume-6 CDS-5 . Set 432.6 432.6 20.0 False None None False None False 8652.0 0 3563019 129110 None code290 Fixing of 4 Pin Cross Arm with clamps bolts nuts and washers for guarding. ESCOM SR 2023-24 volume-6 CDS-5 . Set 164.8 164.8 20.0 False None None False None False 3296.0 0 3563020 129110 None code291 Supply of RCC Pole - 8 Mtr Long 115 Kg WL. ESCOM SR 2023-24 volume-6 CDS-3 No 5282.87 5282.87 40.0 False None None False None False 211314.8 0 3563021 129110 None code292 Fixing of RCC Pole - 8 Mtr Long 115 Kg WL. ESCOM SR 2023-24 volume-6 CDS-3 No 1467.75 1467.75 40.0 False None None False None False 58710.0 0 3563022 129110 None code293 Supply of LT 2 Pin Cross Arm with clamps bolts nuts for RCC Pole - 9 Mtr Long 145 Kg WL. ESCOM SR 2023-24 volume-6 CDS-3 No 273.98 273.98 40.0 False None None False None False 10959.2 0 3563023 129110 None code294 Fixing ofLT 2 Pin Cross Arm with clamps bolts nuts for RCC Pole - 9 Mtr Long 145 Kg WL. ESCOM SR 2023-24 volume-6 CDS-3 No 164.8 164.8 40.0 False None None False None False 6592.0 0 3563024 129110 None code295 Concreting Material for 9mtrs RCC Poles structure.base concreting cc 1 4 8 500x650x150mm. ESCOM SR 2023-24 volume-6 CDS-28 No 321.36 321.36 221.0 False None None False None False 71020.56 0 3563025 129110 None code296 pole concreting cc 1 2 4 650x500x1700mm. ESCOM SR 2023-24 volume-6 CDS-28 No 4629.85 4629.85 221.0 False None None False None False 1023196.85 0 3563026 129110 None code297 providing coping for poles with cc 1 2 4 and as per norms. ESCOM SR 2023-24 volume-6 CDS-28 No 321.36 321.36 221.0 False None None False None False 71020.56 0 3563027 129110 None code298 Supply and Fixing of GI Wire 8 SWG. ESCOM SR 2023-24 volume-6 CDS-24 Kg 77.29 77.29 265.2 False None None False None False 20497.308 0 3563028 129110 None code299 PART-E 250KVA SUBSTION YARD DETAILS Supply of 11 kV 3 Core XPLE HTUG Cable with pressure extruded inner sheeth ROUND WIRE ARMOURED as per IS-7098 Part-2 Armouring wires dia and Resistivity as per IS-3975. 95 Sqmm 54 GI Wires - 2.5 mm Dia . ESCOM SR 2023-24 PART-2 PAGE-15 ITEAM NO-36.01 Km 916355.98 916355.98 0.5 False None None False None False 458177.99 0 3563029 129110 None code300 Supply of Heat Shrinkable Indoor Type Cable Termination Kit for XLPE Cable.3Cx95sqmm indoor. ESCOM SR 2023-24 PART-2 PAGE-20 ITEAM NO-45.01 Kit 3856.32 3856.32 20.0 False None None False None False 77126.4 0 3563030 129110 None code301 Supply of Heat Shrinkable Outdoor Type Cable Termination Kit for XLPE Cable 3Cx95sqmm outdoor. ESCOM SR 2023-24 PART-2 PAGE-20 ITEAM NO-45.07 Kit 4189.01 4189.01 20.0 False None None False None False 83780.2 0 3563031 129110 None code302 Supply of Cable covering tiles 250x125x40mm.. ESCOM SR 2023-24 PART-2 PAGE-32 ITEAM NO-68.06 No 10.56 10.56 500.0 False None None False None False 5280.0 0 3563032 129110 None code303 Supply of River sand.BESCOM SR PART-3 PAGE-23 ITEAM NO-66.11 CSR 23-24 VOL I PA-40 SL.NO 64 Cum 1812.8 1812.8 30.0 False None None False None False 54384.0 0 3563033 129110 None code304 Supply of RCC humepipes 2000mm long 150mm dia. ESCOM SR 2023-24 PART-2 PAGE-32 ITEAM NO-68.01 No 316.21 316.21 20.0 False None None False None False 6324.2 0 3563034 129110 None code305 Supply of Collars for RCC hume pipes. ESCOM SR 2023-24 PART-2 PAGE-32 ITEAM NO-68.03 No 84.46 84.46 20.0 False None None False None False 1689.2 0 3563035 129110 None code306 Supply of GI pipe 150mm dia.BESCOM SR PART-3 PAGE-16 ITEAM NO-48.09 100MM DIA VOL V SlNo 177 P-A30 Mtr 1051.63 1051.63 20.0 False None None False None False 21032.6 0 3563036 129110 None code307 Supply of Route and Joint indicating stones with MS Anchor rod. ESCOM SR 2023-24 PART-2 PAGE-32 ITEAM NO-68.08 No 136.99 136.99 50.0 False None None False None False 6849.5 0 3563037 129110 None code308 Cable trench excavation 10x0.6x1equal to6 Ordinary soil Extracted from Vol-1 PWD SR Sl No. 1.17.1 . ESCOM SR 2023-24 VOLUME-6 CDS-19 Cum 269.86 269.86 60.0 False None None False None False 16191.6 0 3563038 129110 None code309 Laying of cable in Existing TrenchperGI pipeperStone WareperRCC Hume pipe using WoodenperAluminum Rollers as directed by the departmental staff.3x95 to 150 Sqmm ESCOM SR 2023-24 PART-2 PAGE-52 ITEAM NO-21.02 Km 63161.66 63161.66 0.5 False None None False None False 31580.83 0 3563039 129110 None code310 Retailing the cable trenches with selected availble earth from trench excavation including watering Consolidation in layers of 15Cm thickness including depositing of the surplus earth with a lead of 200Mtrs.BESCOM SR PART-4 PAGE-8 ITEAM NO-29.07 Cum 59.74 59.74 7.0 False None None False None False 418.18 0 3563040 129110 None code311 Making and Fixing pot head for HT Cable only.Heat shrinkable Type Terminations.3x95 to 3x150 Sqmm.. ESCOM SR 2023-24 PART-2 PAGE-52 ITEAM NO-22.04 No 2737.74 2737.74 40.0 False None None False None False 109509.6 0 3563041 129110 None code312 Covering the cables with tiles. ESCOM SR 2023-24 PART-2 PAGE-56 ITEAM NO-27.01 Km 4498.01 4498.01 0.3 False None None False None False 1349.403 0 3563042 129110 None code313 Spreading and forming with sand alround the cable to a depth of 75mm and width of 500mm . ESCOM SR 2023-24 PART-2 PAGE-56 ITEAM NO-28.09 Km 15254.3 15254.3 0.3 False None None False None False 4576.29 0 3563043 129110 None code314 Laying and Jointing the pipes 100-150 mm Dia including lowering in Position Fixing Collars etc. Joining with mud mortor complete.RCC Pipe.. ESCOM SR 2023-24 PART-2 PAGE-56 ITEAM NO-28.06 Mtr 71.07 71.07 20.1 False None None False None False 1428.507 0 3563044 129110 None code315 Laying the GI Pipe 80 mm to 150 mm dia at Drainage Water Supply Crossing including fixing collars elbows bends Tees and other fitting with Cuts and Threads wherever necessary complete.. ESCOM SR 2023-24 PART-2 PAGE-56 ITEAM NO-28.08 Mtr 95.79 95.79 60.0 False None None False None False 5747.4 0 3563045 129110 None code316 Fixing of Route Joint Indicating Slab.. ESCOM SR 2023-24 PART-2 PAGE-56 ITEAM NO-27.02 No 119.48 119.48 90.0 False None None False None False 10753.2 0 3563046 129110 None code317 Supply of Load Break switches with Panel ESCOM SR 2023-24 PART-2 PAGE-17 ITEAM NO-41.01 No 75436.17 75436.17 10.0 False None None False None False 754361.7 0 3563047 129110 None code318 Erection Alignment and fixing of Load break switch on the platform.BESCOM SR 2020-21 PART-4 PAGE-4 ITEAM NO-41.02 No 2140.34 2140.34 10.0 False None None False None False 21403.4 0 3563048 129110 None code319 Construction of platform 1.5x1.5x1.2 mtr in size stone cement concrete for erection of Metering cubical Transformer and Load break switch Excavation of 1.5x1.5x1 mt pit for foundation providing and laying cement concrete 1 4 8 for foundation laid in 10cm thick layers well compacted curing etc. complete providing and construction of stone masonary 0.9m below ground level and 1.2m above ground level neatly hammer dressed in cement morter 1 6. Providing cement concrete Slab 1.5x1.5x0.10 Mtr with cement concrete 1 2 4 mix forming and cutting complete providing .ing to stone masonary in cement morter 1 3 after racking joint and nisely lining curing etc. plastering the concrete surfaces in cement morter 1 4 including smooth randering curing etc. curing at every stages completely AS CIVIL AS REFER SUB ESTIMATION No 22409.71 22409.71 30.0 False None None False None False 672291.3 0 3563049 129110 None code320 supply of Distribution Transformer - 3 Phase 11kVper433V - Stacked CRGO Core with Oil as per IS-1180 Part-1 2014.21. 250 kVA Aluminium Wdg Star 2 5 Star . ESCOM SR 2023-24 PART-2 PAGE-7 ITEAM NO-12.18 No 558976.88 558976.88 10.0 False None None False None False 5589768.8 0 3563050 129110 None code321 Erection of 200 - 250 kVA Transformer. ESCOM SR 2023-24 PART-2 PAGE-46 ITEAM NO-8.03 No 2346.34 2346.34 10.0 False None None False None False 23463.4 0 3563051 129110 None code322 Supply of LT Distribution Box for 250 kVA with MCCB ESCOM SR 2023-24 VOLUME-6 CDS-31 No 23498.42 23498.42 10.0 False None None False None False 234984.2 0 3563052 129110 None code323 Fixing of LT Distribution Box for 250 kVA with MCCB ESCOM SR 2023-24 VOLUME-6 CDS-31 No 395.52 395.52 10.0 False None None False None False 3955.2 0 3563053 129110 None code324 Supplying fixing wiring earth electrode for grounding conduits I.C.cutouts and other equipment s on the mete rboard using 40mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit.The pit should be filled with equal proportion of salt and char coal150mm 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 lSI specification7.3.3.of IS732 using 12 mm dia bolts nuts washers and check nuts etc. the pipe shall have 16 through holes of 12 mm dia. KPWD ELE SR 2023-24 P.No.54 I.No.12.56 No 3615.3 3615.3 40.0 False None None False None False 144612.0 0 3563054 129110 None code325 Supplying fixing and wiring earth electrode for grounding of lifts transformers DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts.. KPWD ELE SR 2023-24 P.No.54 I.No.12.57 No 4383.68 4383.68 160.0 False None None False None False 701388.8 0 3563055 129110 None code326 Supplying and running of GIperCopper strips for grounding connections using necessary fixing materials as required. GI strip GI Strip. 25x3mm KPWD ELE SR 2023-24 P.No.54 I.No.12.58.1 Mtr 84.46 84.46 400.0 False None None False None False 33784.0 0 3563056 129110 None code327 Supplying and running of GIperCopper strips for grounding connections using necessary fixing materials as required. GI strip GI Strip. 50 x 6 mm GI strip KPWD ELE SR 2023-24 P.No.54 I.No.12.58.5 Mtr 224.54 224.54 1200.0 False None None False None False 269448.0 0 3563057 129110 None code328 Supplying and running of GIperCopper strips for grounding connections using necessary fixing materials as required. GI strip Copper strip. 25x3mm. KPWD ELE SR 2023-24 P.No.55 I.No.12.58.7 Mtr 587.1 587.1 320.0 False None None False None False 187872.0 0 3563058 129110 None code329 Supplying and running of GIperCopper strips for grounding connections using necessary fixing materials as required. 600x600x3mm Copper plate. KPWD ELE SR 2023-24 P.No.55 I.No.12.58.11 No 7643.63 7643.63 20.0 False None None False None False 152872.6 0 3563059 129110 None code330 Providing chain link fencing 50mm size of 8 guage properly stretched between rectangular poles and fixed with suitable bolts and nuts the free ends shall be welded to the pole and block pipe at top and bottom as required including cost of all materials labour lead and lifts cutting bending wherever necessary wastage and lapping etc. complete as per the direction of the engineer incharge for work including two coats of approved quality paint over one coat of primer paint.BESCOM SR PART-3 PAGE-12 ITEAM NO-38 Sqm 844.6 844.6 750.0 False None None False None False 633450.0 0 3563060 129110 None code331 PART-F ELECTRICAL OUTDOOR PANELS Supplying and fixing Moulded Case Circuit Breaker MCCB over the existing woodperpanel board using necessary screws bolts nuts necessary phase separators handle and wiring complete. Protection of Overload and Short circuit with thermal MagneticperMicro processor release and Earth Fault as per IS-13947 125 A 25 kA ELE SR 2023-24 P.No.16 I.No.5.15.10 No 10651.23 10651.23 20.0 False None None False None False 213024.6 0 3563061 129110 None code332 Supplying and fixing Moulded Case Circuit Breaker MCCB over the existing woodperpanel board using necessary screws bolts nuts necessary phase separators handle and wiring complete. Protection of Overload and Short circuit with thermal MagneticperMicro processor release and Earth Fault as per IS-13947. Icu equal to Ics 250Amps 35kA. ELE SR 2023-24 P.No.16 I.No.5.15.15 No 24251.35 24251.35 30.0 False None None False None False 727540.5 0 3563062 129110 None code333 Supplying and fixing Moulded Case Circuit Breaker MCCB over the existing woodperpanel board using necessary screws bolts nuts necessary phase separators handle and wiring complete. Protection of Overload and Short circuit with thermal MagneticperMicro processor release and Earth Fault as per IS-13947. Icu equal to Ics 400-500 A 50 kA ELE SR 2023-24 P.No.16 I.No.5.15.18 No 42741.91 42741.91 10.0 False None None False None False 427419.1 0 3563063 129110 None code334 Supplying and fixing Moulded Case Circuit Breaker MCCB over the existing woodperpanel board using necessary screws bolts nuts necessary phase separators handle and wiring complete. Protection of Overload and Short circuit with thermal MagneticperMicro processor release and Earth Fault as per IS-13947. Icu equal to Ics Supplying and fixing of Shunt trip suitable for MCCB.CBCT P.No.16 I.No.5.16 No 1754.09 1754.09 10.0 False None None False None False 17540.9 0 3563064 129110 None code335 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C Type curve indicator ONperOFF energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 Amps SP. ELE SR 2023-24 P.No.16 I.No.5.18.1 No 427.45 427.45 240.0 False None None False None False 102588.0 0 3563065 129110 None code336 Supplying fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based digital readout of percentage leakage current programmable delayperautoper manual reset facility suitable to mount on DIN railper flush mounting on panel board. ELE SR 2023-24 P.No.17 I.No.5.21 No 9532.65 9532.65 10.0 False None None False None False 95326.5 0 3563066 129110 None code337 Supplying of multi function digital meter with three line back light LCD type display for voltage Current frequency Power power factor KVA KWH KVAR suitable for 3 phase 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy ELE SR 2023-24 P.No.18 I.No.5.33 No 9594.45 9594.45 10.0 False None None False None False 95944.5 0 3563067 129110 None code338 Supplying fixing and wiring 50per5 to 400per5Amps 5VA burden Current Transformer. Class 0.5 accuracy with Tape Wound. ELE SR 2023-24 P.No.18 I.No.5.34 No 578.86 578.86 30.0 False None None False None False 17365.8 0 3563068 129110 None code339 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C. 50 Hz 12per24v D.C. ELE SR 2023-24 P.No.18 I.No.5.38 No 530.45 530.45 240.0 False None None False None False 127308.0 0 3563069 129110 None code340 Supplying amps rated 3phase with neutral bus bar using required capacity electrolytic aluminum strips covered with heat shrinkable coloured PVC sleeve mounted on phenolic per FRP per DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts nuts and washers etc. complete. 400 A 4x50x10 mm Aluminium Strips ELE SR 2023-24 P.No.19 I.No.5.40.3 Mtr 4578.35 4578.35 80.0 False None None False None False 366268.0 0 3563070 129110 None code341 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron and M.S. flat with bolts washers etc. and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm ELE SR 2023-24 P.No.19 I.No.5.41.1 Mtr 314.15 314.15 60.0 False None None False None False 18849.0 0 3563071 129110 None code342 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron and M.S. flat with bolts washers etc. and painted with 2 coats of red oxide and then two coats of approved paint. 50x50x6mm ELE SR 2023-24 P.No.19 I.No.5.41.2 Mtr 406.85 406.85 60.0 False None None False None False 24411.0 0 3563072 129110 None code343 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts washers etc. and painted with 2 coats of red oxide and then two coats of approved paint. 50X100X50X6mm C channel ELE SR 2023-24 P.No.19 I.No.5.41.4 Mtr 778.68 778.68 60.0 False None None False None False 46720.8 0 3563073 129110 None code344 Fabricating supplying and mounting MS box made out SWG suitable for floor per wall mounting fully weather proof with provision for better heat dissipation provided with hinged front cover equipped with tamper proof locking arrangements with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc. complete. 14SWG ELE SR 2023-24 P.No.19 I.No.5.42.1 Sq CM 0.52 0.52 2250000.0 False None None False None False 1170000.0 0 3563074 129110 None code345 Supplying and fixing Moulded Case Circuit Breaker MCCB over the existing woodperpanel board using necessary screws bolts nuts necessary phase separators handle and wiring complete. Protection of Overload and Short circuit with thermal MagneticperMicro processor release and Earth Fault as per IS-13947. Icu equal to Ics 100 A 25 kA ELE SR 2023-24 P.No.16 I.No.5.15.9 No 8741.61 8741.61 26.0 False None None False None False 227281.86 0 3563075 129110 None code346 Supplying and fixing Moulded Case Circuit Breaker MCCB over the existing woodperpanel board using necessary screws bolts nuts necessary phase separators handle and wiring complete. Protection of Overload and Short circuit with thermal MagneticperMicro processor release and Earth Fault as per IS-13947. Icu equal to Ics 250Amps 35kA. ELE SR 2023-24 P.No.16 I.No.5.15.15 No 24251.35 24251.35 13.0 False None None False None False 315267.55 0 3563076 129110 None code347 Supplying and fixing Moulded Case Circuit Breaker MCCB over the existing woodperpanel board using necessary screws bolts nuts necessary phase separators handle and wiring complete. Protection of Overload and Short circuit with thermal MagneticperMicro processor release and Earth Fault as per IS-13947. Icu equal to Ics Supplying and fixing of Shunt trip suitable for MCCB.CBCT P.No.16 I.No.5.16 No 1754.09 1754.09 13.0 False None None False None False 22803.17 0 3563077 129110 None code348 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C Type curve indicator ONperOFF energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 Amps SP. ELE SR 2023-24 P.No.16 I.No.5.18.1 No 427.45 427.45 195.0 False None None False None False 83352.75 0 3563078 129110 None code349 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C Type curve indicator ONperOFF energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 50-63 A TPN. ELE SR 2023-24 P.No.16 I.No.5.18.9 No 3180.64 3180.64 104.0 False None None False None False 330786.56 0 3563079 129110 None code350 Supplying fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based digital readout of percentage leakage current programmable delayperautoper manual reset facility suitable to mount on DIN railper flush mounting on panel board. ELE SR 2023-24 P.No.17 I.No.5.21 No 9532.65 9532.65 13.0 False None None False None False 123924.45 0 3563080 129110 None code351 Supplying of multi function digital meter with three line back light LCD type display for voltage Current frequency Power power factor KVA KWH KVAR suitable for 3 phase 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy ELE SR 2023-24 P.No.18 I.No.5.33 No 9594.45 9594.45 13.0 False None None False None False 124727.85 0 3563081 129110 None code352 Supplying fixing and wiring 50per5 to 400per5Amps 5VA burden Current Transformer. Class 0.5 accuracy with Tape Wound. ELE SR 2023-24 P.No.18 I.No.5.34 No 578.86 578.86 39.0 False None None False None False 22575.54 0 3563082 129110 None code353 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C. 50 Hz 12per24v D.C. ELE SR 2023-24 P.No.18 I.No.5.38 No 530.45 530.45 156.0 False None None False None False 82750.2 0 3563083 129110 None code354 Supplying amps rated 3phase with neutral bus bar using required capacity electrolytic aluminum strips covered with heat shrinkable coloured PVC sleeve mounted on phenolic per FRP per DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts nuts and washers etc. complete. 250 A 4 x 30 x 10 mm Aluminium Strips ELE SR 2023-24 P.No.19 I.No.5.40.2 Mtr 3538.05 3538.05 78.0 False None None False None False 275967.9 0 3563084 129110 None code355 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron and M.S. flat … with bolts washers etc. and painted with 2 coats of red oxide and then two coats of approved paint. 40*40*6mm ELE SR 2023-24 P.No.19 I.No.5.41.1 Mtr 314.15 314.15 52.0 False None None False None False 16335.8 0 3563085 129110 None code356 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron and M.S. flat … with bolts washers etc. and painted with 2 coats of red oxide and then two coats of approved paint. 50x50x6mm ELE SR 2023-24 P.No.19 I.No.5.41.2 Mtr 406.85 406.85 52.0 False None None False None False 21156.2 0 3563086 129110 None code357 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron and M.S. flat … with bolts washers etc. and painted with 2 coats of red oxide and then two coats of approved paint. 50X100X50X6mm C channel ELE SR 2023-24 P.No.19 I.No.5.41.4 Mtr 778.68 778.68 52.0 False None None False None False 40491.36 0 3563087 129110 None code358 Fabricating supplying and mounting MS box made out … SWG suitable for floor per wall mounting fully weather proof with provision for better heat dissipation provided with hinged front cover equipped with tamper proof locking arrangements with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc. complete. 14SWG ELE SR 2023-24 P.No.19 I.No.5.42.1 Sq CM 0.52 0.52 845000.0 False None None False None False 439400.0 0 3563088 129110 None code359 PART-G LT UG CABLE 1.1 kV XLPE or Heat resistant PVC insulated PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 Part 1 or IS-7098 Part-1 Armouring strip thickness and resistivity as per IS-3975. 240 Sqmm 3.5 Core 30 GI Strips - 4 x 0.8 mm ESCOMs SR 2023-24 PART-2 P.NO-13 It no-.32.18 Km 888545.98 888545.98 3.2 False None None False None False 2843347.136 0 3563089 129110 None code360 Laying of cable in Existing TrenchperGI pipeperStone WareperRCC Hume pipe using WoodenperAluminum Rollers as directed by the departmental staff.120 to 240 Sqmm ESCOM SR 2023-24 PART-2 P.NO-52 It no-.21.07 Km 33246.34 33246.34 3.2 False None None False None False 106388.288 0 3563090 129110 None code361 1.1 kV XLPE or Heat resistant PVC insulated PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 Part 1 or IS-7098 Part-1 Armouring strip thickness and resistivity as per IS-3975. 35 Sqmm 4 Core 15 GI Strips - 4 x 0.8 mm ESCOMs SR 2023-24 PART-2 P.NO-13 It no-.32.10 Km 181352.1 181352.1 0.1 False None None False None False 18135.21 0 3563091 129110 None code362 Laying of cable in Existing TrenchperGI pipeperStone WareperRCC Hume pipe using WoodenperAluminum Rollers as directed by the departmental staff.35 to 95 Sqmm ESCOM SR 2023-24 PART-2 P.NO-52 It no-.21.06 Km 32073.17 32073.17 0.1 False None None False None False 3207.317 0 3563092 129110 None code363 Brass Cable Gland 25mm. ESCOM SR 2023-24 PART-2 P.NO-28 It no-.63.01 No 81.37 81.37 210.0 False None None False None False 17087.7 0 3563093 129110 None code364 Brass Cable Gland 32 mm. ESCOM SR 2023-24 PART-2 P.NO-28 It no-.63.02 No 97.85 97.85 20.0 False None None False None False 1957.0 0 3563094 129110 None code365 Brass Cable Gland 40 mm. ESCOM SR 2023-24 PART-2 P.NO-28 It no-.63.03 No 152.44 152.44 20.0 False None None False None False 3048.8 0 3563095 129110 None code366 Brass Cable Gland 45 mm. ESCOM SR 2023-24 PART-2 P.NO-28 It no-.63.03 No 202.91 202.91 80.0 False None None False None False 16232.8 0 3563096 129110 None code367 Supply and making of Aluminium End Terminal Lug 240 Sqmm. ESCOM SR 2023-24 It no-.60.12 No 62.83 62.83 400.0 False None None False None False 25132.0 0 3563097 129110 None code368 PART-H STREET LIGHTING WORKS Supply of 1.1 kV LT Aerial Bunched Cable XLPE insulation confirming to IS-14255 1995 2x16 Plus 1x25 Sqmm Insulated Messenger cum Neutral.ESCOM SR 2023-24 PART-2 P.NO-18 It no-42.08 Km 87775.57 87775.57 2.2 False None None False None False 193106.254 0 3563098 129110 None code369 Stringing of 1.1 kV grade Aerial Bunched 3 Core cable of XLPE insulation of size 3x95 Phase Conductor plus 1x70 Insulated Messenger Neutral plus 1x16 Street Light Control . ESCOM SR 2023-24 PART-2 It no-24.03 Km 34102.27 34102.27 2.2 False None None False None False 75024.994 0 3563099 129110 None code370 Supply of Piercing connector suitable for 16 Sqmm - 95 Sqmm AB Cable - Street Light Connections. PART-5 CDS-37 It no-6 . ESCOM SR 2023-24 PART-2 P.NO-18 It no-43.12 No 191.58 191.58 65.0 False None None False None False 12452.7 0 3563100 129110 None code371 Installation of Insulation piercing connector for Main to Street Light Main 16-95 Sqmm Tap 1.5-10 Sqmm EP95 ESCOM SR 2023-24 PART-2 It no-24.12 No 92.7 92.7 65.0 False None None False None False 6025.5 0 3563101 129110 None code372 Suspension Clamp Assembly 16 to 70 Sqmm Bare Messenger Exclusive of Pole Clamp and Eye Hook . ESCOM SR 2023-24 PART-2 P.NO-18 It no-43.19 Set 227.63 227.63 65.0 False None None False None False 14795.95 0 3563102 129110 None code373 Erection of Anchor Clamp -25 to 95 Sqmm bareperInsulated messenger. ESCOM SR 2023-24 PART-2 P.NO-54 It no-24.07 Set 148.32 148.32 65.0 False None None False None False 9640.8 0 3563103 129110 None code374 Supply of Pre - Insulated Lug - CPTAU for 16 Sqmm. ESCOM SR 2023-24 PART-2 P.NO-19 It no-43.26 No 146.26 146.26 130.0 False None None False None False 19013.8 0 3563104 129110 None code375 Installation of Pre-Insulated Lug - CPTAU for 16 Sqmm. ESCOM SR 2023-24 PART-2 P.NO-54 It no-24.21 No 164.8 164.8 130.0 False None None False None False 21424.0 0 3563105 129110 None code376 Straight Joint Suitable for 16 Sqmm LT ABC - MJPT Type. ESCOM SR 2023-24 PART-2 P.NO-19 It no-43.32 No 254.41 254.41 10.0 False None None False None False 2544.1 0 3563106 129110 None code377 Installation of Pre-insulated straight thru joints-MJPT for 16 Sqmm cable. ESCOM SR 2023-24 PART-2 P.NO-54 It no-24.16 No 263.68 263.68 10.0 False None None False None False 2636.8 0 3563107 129110 None code378 Supply of PVC Wire - 2.5 Sqmm Weight per 100 Mtr Coil 1.8 Kg ESCOM SR 2023-24 PART-2 P.NO-21 It no-48.01 Coil 1528.52 1528.52 5.0 False None None False None False 7642.6 0 3563108 129110 None code379 Laying of cable in Existing TrenchperGI pipeperStone WareperRCC Hume pipe using WoodenperAluminum Rollers as directed by the departmental staff.2.5 to 25 Sqmm ESCOM SR 2023-24 PART-2 P.NO-52 It no-.21.05 Km 21512.58 21512.58 0.5 False None None False None False 10756.29 0 3563109 129110 None code380 Supply of Dead End ClampperAnchor Clamp Assembly 16 to 70 Sqmm Bare Messenger Exclusive of Pole Clamp and Eye Hook . ESCOM SR 2023-24 PART-2 P.NO-19 It no-43.17 No 238.96 238.96 4.0 False None None False None False 955.84 0 3563110 129110 None code381 Open Conduit System Supplying heavy gauge PVC conduit pipe dia .mm thick confirming to IS 2509 with suitable size bends junction boxes adhesive paste etc. and fixing using inverted wood plugs in case of RCC ceiling and RCC wall per stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.40 mm dia 2.5 mm thick KPWD ELE SR 2023-24 PART-3 P.N0.2 I.No. 1.1.4 Mtr 153.47 153.47 50.0 False None None False None False 7673.5 0 3563111 129110 None code382 Supplying and fixing of 4 pole power contactor with NOperNC contacts on existing woodperpanel boaard using necessary bolts nuts washers and wiring etc. completee with ac-3 rating and as per IS-13947 40 Amps. KPWD ELE SR 2023-24 P.No.16 I.No.5.14.3 No 6302.57 6302.57 2.0 False None None False None False 12605.14 0 3563112 129110 None code383 Supply and Installation per Fixing per Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid shock proof IP65 Weather Proof rust proof dust proof water proof corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase per Three Phase Energy Meter in suitable base plate and having a provision for Fuse per MCB cutout with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility.600mm x600mmx170mm KPWD ELE SR 2023-24 P.No.21 I.No.5.44.4 No 14955.6 14955.6 2.0 False None None False None False 29911.2 0 3563113 129110 None code384 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts nuts and washers. KPWD ELE SR 2023-24 P.No.21 I.No.5.48 No 4988.29 4988.29 2.0 False None None False None False 9976.58 0 3563114 129110 None code385 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation.Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material delivering superior light output. Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70percentage maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K IP 66 optical and electrical compartment and impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains Surge Protection- Min 5KV along with Over voltageper Overload short circuitper miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50per60Hz application. Compliance to IS 10322perIEC 60598 LM 79 and LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiencygreater than130lmperw nominal CRI greater than75. Luminaire manufacturer should have in-house facility accredited by NABLperCPRI and any Government certified agency and Design and Development facility certified by ISO 9001 2008 . Housing with supplier word mark pername shall be Engraved per Embossing on the die cast housingper Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer and CreeperNichiaper LumiledsperOsram make LED Source. LED Streetlight 90 W KPWD ELE SR 2023-24 P.No.46 I.No 11.8.4 No 9125.8 9125.8 65.0 False None None False None False 593177.0 0 3563115 129110 None code386 Fixing halogenpermetal halide per SVL per IL per LED floodlight fitting over existing pole per wall ceiling including clamps bolts nuts and wiring using suitable capacity wires KPWD ELE SR 2023-24 P.NO.56 I No 13.5 No 166.86 166.86 73.0 False None None False None False 12180.78 0 3563116 129110 None code387 Supply of LT 2 Pin Cross Arm with clamps bolts nuts for RCC Pole - 9 Mtr Long 145 Kg WL. ESCOM SR 2023-24 volume-6 CDS-3 No 273.98 273.98 73.0 False None None False None False 20000.54 0 3563117 129110 None code388 Fixing ofLT 2 Pin Cross Arm with clamps bolts nuts for RCC Pole - 9 Mtr Long 145 Kg WL. ESCOM SR 2023-24 volume-6 CDS-3 No 164.8 164.8 73.0 False None None False None False 12030.4 0 3563118 129110 None code389 Supplying and Fixingmm dia clampsss A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MVperSVperMHperFTL street light fitting of all capacities on railperRCCperwallpertubular pole using suitable clamps bolts nuts and wiring using suitable capacity wires.Using 32mm dia G.I.Pipe KPWD ELE SR 2023-24 P.No.55 I.No.13.2.2 . No 1333.85 1333.85 73.0 False None None False None False 97371.05 0 3563119 129110 None code390 Fabrication Supplying Erection Testing and Commissioning of ms long Polygon high mast with SingleperMultiple telescopic sections having minimum overlap distance of 1.5 times of top section thickness as per BSEN 10025 grades 355 JOperASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 mpers as per IS 875 part 3 as per GA Drawing . Base plate as per IS 2062perASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461perASTM A123 with an average 70 microns as per IS 2629 and welded as per BS 5135 Single L-Seam joint The mast shall have 2 Way head frame with die cast LM-6 pulleys stainless steel axle Phosphorus Bronze bearing bush press- fitted with separate guides for 2 runs of 5 mm dia stainless steel wire rope of AISI 304grade 7per19-core Factor of Safety as per TR no-7 . 2.5 mm2 EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having locking arrangement The mast shall have manualperpower tool Suitable reversible geared motor operating on 230per415V 50Hz shall be provide above 15 Mtr mast The mast shall have lantern of 2 segments suitable dia with max load carrying capacity as per IS 1239. The mast shall be erected on existing RCC footing. The mast shall be supplied with 3 mm thick template lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin l A fitting with wiring complete. excluding foundation as per technical data.12 mper12.5 m - Top 100 mm and Bottom 310 mm dia KPWD ELE SR 2023-24 P.No.12 I.No.4.5.1 . No 134930.0 134930.0 2.0 False None None False None False 269860.0 0 3563120 129110 None code391 Supplying and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts nuts etc. complete.Single Arm Bracket with 1500 mm Standard 40per50 mm dia KPWD ELE SR 2023-24 P.No.12 I.No.4.6.2 . No 2163.0 2163.0 2.0 False None None False None False 4326.0 0 3563121 129110 None code392 Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonateperclear glass material delivering superior light output Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70percentage CCT greater than 5500K IP 66 optical and electrical compartment and impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains Surge Protection- Min 5KV along with Over voltageper Overload short circuitper miss-wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50per60Hz application. Compliance to IS 10322per IEC 60598 LM 79 and LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with . W System Power consumption. LED Efficiencygreater than 1301mperw nominal CRI greater than75. Luminaire manufacturer should have in- house facility accredited by NABL per CPRI and any Government certified agency and Design and Development facility certified by ISO 9001 2008. Housing with supplier word mark per name shall be Engraved per Embossing on the die cast housing per Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer and CreeperNichiaper LumiledsperOsram make LED Source.LED Floodlight 150W KPWD ELE SR 2023-24 P.No.45 I.No.11.9.4 . No 12864.7 12864.7 8.0 False None None False None False 102917.6 0 3563122 129110 None code393 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 1100 Volts as per IS-694 1990.3C x 2.5 mm2 KPWD ELE SR 2023-24 P.No.5 I.No.2.5.8 . Mtr 116.39 116.39 120.0 False None None False None False 13966.8 0 3563123 129110 None code394 Wiring for lightingperpower circuit using one of FRLS PVC insulated 1100V grade multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS- 694 2010. 4 mm2 KPWD ELE SR 2023-24 P.No.4 I.No.2.3.4 . Mtr 64.89 64.89 120.0 False None None False None False 7786.8 0 3563124 129110 None code395 PART-I KPTCL SIDE WORKS AS PER KPTCL ESCOMS SR 2023-24 VOLUME-6 Supply of 11 kV MCVCB500 MVA25 kA1600 A incomer 1250 A feeder SCADA-DAS compatible.Feeder Panel.KPTCL SR 2023-24 PG NO.28 IT NO.4.7 No 1037998.5 1037998.5 1.0 False None None False None False 1037998.5 0 3563125 129110 None code396 Supply of Adapter Panel for MCVCB Adapter Panel 3000 A.KPTCL SR 2023-24 PG NO.29 IT NO.4.10. No 246477.0 246477.0 1.0 False None None False None False 246477.0 0 3563126 129110 None code397 Supply of Annunciator Panel for the following combinations for both MCVCB and PCVCB.Annunciator Panel for Single Feeder.KPTCL SR 2023-24 PG NO.30 IT NO.4.11. No 54631.5 54631.5 1.0 False None None False None False 54631.5 0 3563127 129110 None code398 COPPER CONTROL CABLE :Supply of 19C x 2.5 Sq mm.KPTCL SR 2023-24 PG NO.40 IT NO.13.16. Mtr 551.25 551.25 150.0 False None None False None False 82687.5 0 3563128 129110 None code399 COPPER CONTROL CABLE :Supply of 4C x 2.5 Sq mm.KPTCL SR 2023-24 PG NO.40 IT NO.13.6. Mtr 149.1 149.1 150.0 False None None False None False 22365.0 0 3563129 129110 None code400 COPPER CONTROL CABLE :Supply of 2C x 2.5 Sq mm.KPTCL SR 2023-24 PG NO.40 IT NO.13.1. Mtr 98.7 98.7 150.0 False None None False None False 14805.0 0 3563130 129110 None code401 COPPER CONTROL CABLE Supply of 4C x 6 Sq mm.KPTCL SR 2023-24 PG NO.40 IT NO.13.8. Mtr 259.35 259.35 150.0 False None None False None False 38902.5 0 3563131 129110 None code402 Supplying and installation of RUBBER MAT 1mtr x 1mtr -1Omm thick. complete including cost of materialslabourusage charges of machinery complete as per specifications.PWD ELE SR 23-24 PG NO-34 15.117 Each 2089.5 2089.5 2.0 False None None False None False 4179.0 0 3563132 129110 None code403 Supply of 8 Channel 220per110 V Opto Coupler.KPTCL SR 2023-24 PG NO.48 IT NO.24.5.1 No 1377.6 1377.6 1.0 False None None False None False 1377.6 0 3563133 129110 None code404 Supply of Multi Function Transducer MFT.KPTCL SR 2023-24 PG NO.48 IT NO.24.5.2 No 5118.75 5118.75 1.0 False None None False None False 5118.75 0 3563134 129110 None code405 Supplying and drawing PVC insulated flexible copper wire of approved make as per IS 694 2010.14per0.0052.PWD ELE SR 23-24 PG NO-5 It no-2.4.4. Mtr 23.1 23.1 104.0 False None None False None False 2402.4 0 3563135 129110 None code406 Copper Control per Communication Cable for SCADA.Supply of Signal cable Armoured Copper 10C x 0.5 Sq mm multistrand.KPTCL SR 2023-24 PG NO.48 IT NO.24.4.1 Mtr 150.15 150.15 100.0 False None None False None False 15015.0 0 3563136 129110 None code407 Copper Control per Communication Cable for SCADA.Supply of 10C x 1.5 Sq mm multi strand conforming to KPTCL specification.KPTCL SR 2023-24 PG NO.48 IT NO.24.4.2 Mtr 162.75 162.75 100.0 False None None False None False 16275.0 0 3563137 129110 None code408 11 kV Switchgear-Erectionalignment and fixing to the foundationindoorperoutdoor 11 kV switchgear panelperunit including movement from the point of unloading to the point of erection.11 kV Indoor per Outdoor Switchgear.KPTCL SR 2023-24 PG NO.121 IT NO.24ai Per Panel 2185.05 2185.05 1.0 False None None False None False 2185.05 0 3563138 129110 None code409 Laying of control cables from equipment to control panels Laying of 19C x 2.5 Sq mm.KPTCL SR 2023-24 PG NO.120 IT NO.22b. Mtr 15.75 15.75 150.0 False None None False None False 2362.5 0 3563139 129110 None code410 Laying of control cables from equipment to control panels Layingof 4C x 2.5 Sq mm.KPTCL SR 2023-24 PG NO.120 IT NO.22b. Mtr 15.75 15.75 150.0 False None None False None False 2362.5 0 3563140 129110 None code411 Laying of control cables from equipment to control panels Layingof 2C x 2.5 Sq mm.KPTCL SR 2023-24 PG NO.120 IT NO.22b. Mtr 15.75 15.75 150.0 False None None False None False 2362.5 0 3563141 129110 None code412 Laying of control cables from equipment to control panels Layingof 4C x 6 Sq mm.KPTCL SR 2023-24 PG NO.120 IT NO.22b. Mtr 15.75 15.75 150.0 False None None False None False 2362.5 0 3563142 129110 None code413 Making and Fixing pot head for HT Cable only.3x300 to 3x400 Sqmm.EC-SR 23-24L Set 2790.9 2790.9 1.0 False None None False None False 2790.9 0 3563143 129110 None code414 Grounding of equipment by providing cast iron pipe of 100 mm ID 13 mm thickness 2.75 metre long with 2 part clamp out of G.I.Flat 50 x 6 mm continuously welded alround the pipe using cast iron welding electrodes as per drawing including the cost of excavation All materials to be supplied by the contractor12 792 plus 3 491equal16283.KPTCL SR 2023-24 PG NO.115 IT NO 6C. Set 17097.15 17097.15 1.0 False None None False None False 17097.15 0 3563144 129110 None code415 Grounding of equipment with 50x6 mm G.I. Flat and connecting equipment to the earth mat per ground pit. Each point of earthing with all formation works like bending twisting drilling of holes and connecting by welding inclusive of all TandP and consumables to the earth mat per ground pitperpoint of earth connectionall the materials supplied by the contractor.KPTCL SR 2023-24 PG NO.123 IT NO 6f. Rmtr 351.75 351.75 60.0 False None None False None False 21105.0 0 3563145 129110 None code416 Laying and termination of DIperDOperCommunication Cables.KPTCL SR 2023-24 PG NO.128 IT NO 29Ha. Rmtr 26.25 26.25 250.0 False None None False None False 6562.5 0 3563146 129110 None code417 Fixing and wiring of Opto Coupler.KPTCL SR 2023-24 PG NO.128 IT NO 29Hb. No 1632.75 1632.75 1.0 False None None False None False 1632.75 0 3563147 129110 None code418 Fixing and wiring of MFT.KPTCL SR 2023-24 PG NO.128 IT NO 29Hc. No 1632.75 1632.75 1.0 False None None False None False 1632.75 0 3563148 129110 None code419 Configuration of RTU and Engineering along with validation of data at SLDC.KPTCL SR 2023-24 PG NO.128 IT NO 29Hd. No 2500.05 2500.05 1.0 False None None False None False 2500.05 0 3563149 129110 None code420 Wiring and Assisting in Testing and Commissioning.11 kV Indoor per Outdoor Switchgear.KPTCL SR 2023-24 PG NO.122 IT NO 24bi. No 988.05 988.05 3.0 False None None False None False 2964.15 0 3563150 129110 None code421 Supply of 11kV3x240 Sqmm XLPE UG Cable.ESCOM SR 2023-24 volume-6 CDS-21 Km 1705729.44 1705729.44 0.51 False None None False None False 869922.0144 0 3563151 129110 None code422 Testing and Commissioning Wiring Identification of wiresferrulingcrimping and termination of wires for annunciationetc.Testing of relaysCTsPTs and Breaker for operation.For single 11 kV panel outdoor typeperkiosk.KPTCL SR 2023-24 PG NO.122 IT NO 24ci. No 19922.7 19922.7 1.0 False None None False None False 19922.7 0 3563152 129110 None code423 Providing Electrical arrangements for Pump.house LS 71506.0 71506.0 1.0 False None None False None False 71506.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1721462525000 1 None None ELIGIBILITY All terms and conditions as per Standard tender notification(STD) and Tender notification dated 19-07-2024 None 1721462525000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1721462525000 0 None None ELIGIBILITY With all lead and lift as per specifications and as per direction of the Engineer-in-charge. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Mandatorily satisfactorily completed, as Prime Contractor, at least one Similar nature of work Formation of industrial layout , Construction of Cement Concrete roads, Construction of RCC drain and Box Culverts, Construction of Duct Chambers, Construction of chain link fencing, providing and laying of water supply lines ,over head tank, providing and laying Sewage/UGD line, providing power infrastructures to industrial layout, LED Street lights, etc., of Value not less than Rs. 688.94 Lakh. In support of this, the Tenderer shall furnish a Certificate duly certified by the Competent Authority not below the Rank of Executive Engineer along with the Technical Bid. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Mandatorily satisfactorily completed, as Prime Contractor, at least one Similar nature of work Formation of industrial layout , Construction of Cement Concrete roads, Construction of RCC drain and Box Culverts, Construction of Duct Chambers, Construction of chain link fencing, providing and laying of water supply lines ,over head tank, providing and laying Sewage/UGD line, providing power infrastructures to industrial layout, LED Street lights, etc., of Value not less than Rs. 688.94 Lakh. In support of this, the Tenderer shall furnish a Certificate duly certified by the Competent Authority not below the Rank of Executive Engineer along with the Technical Bid. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Achieved in at least two Financial Years a minimum Financial Turnover (in all classes of Civil Engineering Construction Works only) of Rs. 2755.76 Lakh. A Specific turnover certificate from chartered account duly certifying the turn over year wise should be furnished separately which is a must. no inference will be drawn from the Profit &loss or Balance sheets.the address and phone no. of CA shall be clearly mentioned, otherwise liable for rejection.Technical bids without specific turnover certificate and workdone certificate will be rejected outright. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None CREDIT FACILITES OF NOT LESS THAN 33percentage Rs. 454.70 Lakh OF THE AMOUNT PUT TO TENDER CREDIT LINES/ LETTERS OF CREDIT/ CERTIFICATES FROM BANKS Others LOC createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText Karnataka PWD, CPWD, NHAI REGISTRATION CERTIFICATE CLASS -1 CONTRACTOR True Technical Bid GSTIN REGISTRATION CERTIFICATE True Technical Bid PAN NUMBER OF BIDDER True Technical Bid WORK DONE CERTIFICATE True Technical Bid SPECIFIC TURNOVER CERTIFICATE FROM CHARTERED ACCOUNTANT FOR RELEVANT YEARS, INDICATING YEAR WISE TURNOVER 2019-20, 2020-2021, 2021-22 , 2022-23 & 2023-24 with UDIN True Technical Bid AUDITED PROFIT & LOSS ACCOUNT & BALANCE SHEET, INCOME TAX RETURN CERTIFICATES True Technical Bid LIST OF MACHINERIES True Technical Bid AFFIDAVIT ON STAMP PAPER WORTH Rs. 200/- True Technical Bid CREDIT FACILITES OF NOT LESS THAN 33percentage Rs. 454.70 Lakh OF THE AMOUNT PUT TO TENDER CREDIT LINES/ LETTERS OF CREDIT/ CERTIFICATES FROM BANKS True Technical Bid MOU WITH ASSOCIATED ELECTRICAL CLASS -1 CONTRACTOR True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1721463114000 version 0 createdDate None modifiedDate None blockNumber Office of the Superintending Engineer, KSSIDC Ltd., Industrial Estate, Rajajinagar street None city BENGALURU state KARNATAKA pin 560010
tenderRecallDTO	None