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noticeInvitingTenderDTO	createdTs 1708062395609 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 615965.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 26-02-2024 17:00:00 tenderQueryClose 22-02-2024 17:00:00 technicalBidOpen 27-02-2024 17:00:01 publishedDate 16-02-2024 13:59:04 publishedByPost PWD_EE_DIV_MYS publishedByUser KPE11845 - G RAJU bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 19-02-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson G RAJU splitEmdRequiredYn True emdBankGuarantee 515965.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08212420810 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1708062395640 version 5 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT8854 title Improvements to 0.80 km road from Ganapathi temple to vaidhyanathershwara temple at Talakadu village in T Narasipura taluk . description Improvements to 0.80 km road from Ganapathi temple to vaidhyanathershwara temple at Talakadu village in T Narasipura taluk . category WORKS categoryText Works ecv 41064150.76 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 1674 locationName PWD Division Office Mysuru provisionalAmount 49800000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/TNP/TALAKADU/VR/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1708062396000 1 None None Roads Construction of CC drain 14571412.71 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2642085 82272 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m(Item No: 1.14.1 Page No: 8 Vol 1 PWD UNI SR 2023-24) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 102.0 102.0 2715.2 False None None False None False 276950.4 0 2642086 82272 None 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( I No. 2.1.3 P No 15 of PWD S.R 2023-24 Vol 1 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 5989.0 5989.0 274.4 False None None False None False 1643381.6 0 2642087 82272 None 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates( I No. 2.4.3 P No 16 of PWD S.R 2023-24 Vol 1 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 6323.0 6323.0 734.75 False None None False None False 4645824.25 0 2642088 82272 None 2.5.1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates( I No. 2.5.1 P No 16 of PWD S.R 2023-24 Vol 1 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 6630.0 6630.0 504.0 False None None False None False 3341520.0 0 2642089 82272 None 2.11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.( I No. 2.11 h P No 18 of PWD S.R 2023-24 Vol 1 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work MT 79011.0 79011.0 57.86 False None None False None False 4571576.46 0 2642090 82272 None 1.10 Refilling available earth around trenches/pipelines, 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.( I No. 1.10 P No 7 of PWD UNI S.R 2023-24 Vol 1 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 160.0 160.0 576.0 False None None False None False 92160.0 0 1708062396000 1 None None Roads Road 23187694.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2642091 82273 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m(Item No: 1.14.1 Page No: 8 Vol 1 PWD UNI SR 2023-24) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 102.0 102.0 3498.0 False None None False None False 356796.0 0 2642092 82273 None 3.7 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ( Item No: 3.7 Page No: 17 Vol 3 PWD SR for Roads) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 105.0 105.0 180.0 False None None False None False 18900.0 0 2642093 82273 None 4.20(i) Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -iv Material( Item No: 4.20(i) Page No: 23 Vol 3 PWD SR for Roads ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 2432.0 2432.0 1581.75 False None None False None False 3846816.0 0 2642094 82273 None 6.1 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 kg/ 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.( I No. 6.1 P No 49 of PWD S.R 2023-24 Vol 31) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 4920.0 4920.0 1054.5 False None None False None False 5188140.0 0 2642095 82273 None 6.5 Pavement Quality M30 Grade Concrete (RMC) with OPC &GGPS laid using paver : Construction of un-reinforced,Dowel jointed M30 Grade pavement quality concrete pavement over a prepared sub base with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 31.5mm 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( I No. 6.5 P No 50 of PWD S.R 2023-24 Vol 3 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 7839.0 7839.0 1757.5 False None None False None False 13777042.5 0 1708062396000 1 None None Roads Water supply 1200453.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2642096 82274 None 1.19.1 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/soft 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 454.0 454.0 122.4 False None None False None False 55569.6 0 2642097 82274 None 16.3.2 Laying,Lowering and jointing of S&S RCC SPUN / VIBRATED CAST PIPES REINFORCED) pipes NP-3 Class ,rolling and lowering into trenches, laying true to line and level 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 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). RCC NP3 Class pipe of 300 mm dia. (Item No. VOL-5-16.3.2 Page No.188) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Rmtr 1332.0 1332.0 240.0 False None None False None False 319680.0 0 2642098 82274 None 10.20.5 Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. (RWS SR Item no. 10.20.5 d Page No.87) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Rmtr 463.0 463.0 1740.0 False None None False None False 805620.0 0 2642099 82274 None 1.10 Refilling available earth around trenches/pipelines, 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.( I No. 1.10 P No 7 of PWD UNI S.R 2023-24 Vol 1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 160.0 160.0 122.4 False None None False None False 19584.0 0 1708062396000 1 None None Roads Electrical Estimate 1857641.54 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2642100 82275 None code01 RCC Pole - 9 Mtr Long, 145 Kg WL (V-6 ESCOM P.No 3/ 1/1.01) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 7288.28 7288.28 62.0 False None None False None False 451873.36 0 2642101 82275 None code02 Labour For RCC Pole(V-6 ESCOM P.No 44/ 30/2.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 1146.39 1146.39 62.0 False None None False None False 71076.18 0 2642102 82275 None code03 RCC Pole - 8 Mtr Long, 115 Kg WL (Dwg No. BESCOM/GM/QS&S/05 Dtd 24.11.2018) as per IS-785 (V-6 ESCOM P.No 3/1/ 1.03) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 5282.87 5282.87 10.0 False None None False None False 52828.7 0 2642103 82275 None code04 Labour For 8 mtr RCC Pole(V-6 ESCOM P.No 44/ 29/2.01) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 949.66 949.66 10.0 False None None False None False 9496.6 0 2642104 82275 None code05 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977 (V-6 ESCOM P.No 9/144/21.05) For 100/300 kVA 4/5 Star Rated Transformer on PSCC Pole - 9 Mtr Long, 300 Kg WL - MS ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 23202.81 23202.81 2.0 False None None False None False 46405.62 0 2642105 82275 None code06 Labour For DP TC Set (V-6 ESCOM P.No 44/39/3.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 6141.89 6141.89 2.0 False None None False None False 12283.78 0 2642106 82275 None code07 Pre - Stressed Tubular Spun Pole 11 Mtr Long - 500 Kg WL (V-6 ESCOM P.No 3/7/1.07) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 18233.06 18233.06 5.0 False None None False None False 91165.3 0 2642107 82275 None code08 Labour for Spun Pole (V-6 ESCOM P.No 44/ 33/2.05) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 2620.32 2620.32 5.0 False None None False None False 13101.6 0 2642108 82275 None code09 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm 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 charcoal 150 mm 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 specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia( Elec SR Vol-6 P.No.59/12.56) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 3615.3 3615.3 3.0 False None None False None False 10845.9 0 2642109 82275 None code10 GI/Copper strips for grounding connections, using necessary fixing materials as required.25 x 6 mm GI strip( Elec SR Vol-6 P.No.59/12.58.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 131.84 131.84 30.0 False None None False None False 3955.2 0 2642110 82275 None code011 GOS Set 200 Amps Single break (V-6 ESCOM P.No 11/166/24.01) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Set 9733.5 9733.5 4.0 False None None False None False 38934.0 0 2642111 82275 None code012 Labour for GOS Set(V-6 ESCOM P.No 48/97/13.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 1137.12 1137.12 4.0 False None None False None False 4548.48 0 2642112 82275 None code013 H-Frame for mounting GOS (CDS-15) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 4461.96 4461.96 4.0 False None None False None False 17847.84 0 2642113 82275 None code014 Labour for H-Frame (CDS-15) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 332.69 332.69 4.0 False None None False None False 1330.76 0 2642114 82275 None code015 Spiral Earth Electrode (V-6 ESCOM P.No 26/2.16) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 246.17 246.17 18.0 False None None False None False 4431.06 0 2642115 82275 None code016 Labour for Spiral Earth (V-6 ESCOM P.No 44/36/2.08) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 95.79 95.79 18.0 False None None False None False 1724.22 0 2642116 82275 None code017 11 kV, Special 3 Pin Cross Arm - GI (V-6 ESCOM P.No 3/14/2.04) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 1185.53 1185.53 8.0 False None None False None False 9484.24 0 2642117 82275 None code018 11 kV, Horizontal Cross Arm (V-6 ESCOM P.No 3/12.2.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 501.61 501.61 180.0 False None None False None False 90289.8 0 2642118 82275 None code019 Labour for Horizontal Cross Arm (V-6 ESCOM P.No 45/52/5.04) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 164.8 164.8 180.0 False None None False None False 29664.0 0 2642119 82275 None code020 LT 4 Pin Cross Arm GI (V-6 ESCOM P.No 4 I.No 16/2.06) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 390.37 390.37 144.0 False None None False None False 56213.28 0 2642120 82275 None code021 Labour for 4 Pin Cross Arm (V-6 ESCOM P.No 45 I.No 50/5.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 164.8 164.8 144.0 False None None False None False 23731.2 0 2642121 82275 None code022 11 kV, 5 KN Composite/Polymeric Pin Insulator (24 mm Dia FRP Rod) (V-6 ESCOM P.No 5/52.6.06) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 211.15 211.15 160.0 False None None False None False 33784.0 0 2642122 82275 None code023 1.1 kV Polymeric Pin Insulator (V-6 ESCOM P.No 5/51/6.05) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 89.61 89.61 110.0 False None None False None False 9857.1 0 2642123 82275 None code024 No. 8 Strain Insulator (V-6 ESCOM P.No 5/53/6.07) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 27.81 27.81 45.0 False None None False None False 1251.45 0 2642124 82275 None code025 Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM (V-6 ESCOM P.No 5, I.No59/7.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 47621.02 47621.02 7.54 False None None False None False 359062.4908 0 2642125 82275 None code026 Labour ACSR (V-6 ESCOM P.No 46, I.No 67/7.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 5389.99 5389.99 7.54 False None None False None False 40640.5246 0 2642126 82275 None code027 Guy Set Complete with No. 15 Strain Insulator ((CDS-1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Set 1205.1 1205.1 9.0 False None None False None False 10845.9 0 2642127 82275 None code028 Labour for Guy Set (CDS-1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Set 610.79 610.79 9.0 False None None False None False 5497.11 0 2642128 82275 None code029 PG Clamp Rabbit to Rabbit (V-6 ESCOM P.No 6/65/9.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 105.06 105.06 28.0 False None None False None False 2941.68 0 2642129 82275 None code030 Transparent Alkathine tube 19 mm dia, 2 mm thick in coils of 30 Mtr (V-6 ESCOM P.No 23/394/52.01) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 532.51 532.51 2.0 False None None False None False 1065.02 0 2642130 82275 None code031 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications (V-1 P. No 15/2.2.1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 6475.61 6475.61 15.0 False None None False None False 97134.15 0 2642131 82275 None code032 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - GI (V-6 ESCOM P.No 12/179/26.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Set 9128.89 9128.89 3.0 False None None False None False 27386.67 0 2642132 82275 None code033 Releasing of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth (V-6 ESCOM P.No 44/ 30/2.02)(1113*0.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 1031.75 1031.75 49.0 False None None False None False 50555.75 0 2642133 82275 None code034 Releasing of RCC/PSCC Pole of 7.5 to 8 Mtr long in a pit of 1.5 Mtr depth V-6 ESCOM P.No 44/ 29/2.01) (922*0.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 854.69 854.69 13.0 False None None False None False 11110.97 0 2642134 82275 None code035 Releasing of 11 Mtr long Concrete Spun Pole in a pit of 2.5 Mtr depth (Mechnised Labour) (2544*0.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 2358.28 2358.28 6.0 False None None False None False 14149.68 0 2642135 82275 None code036 Releasing of V-Shape/Horizontal cross arm for DC Line including Brace and Insulator fixing. (Without Single Top Support (V-6 ESCOM P.No 45/52/5.04) (160*0.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 148.32 148.32 98.0 False None None False None False 14535.36 0 2642136 82275 None code037 Releasing of 4 Pin cross arm with Insulator and Braces fixing (V-6 ESCOM P.No 45/50/5.02) (160*0.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 148.32 148.32 65.0 False None None False None False 9640.8 0 2642137 82275 None code038 Releasing and Re- erection of V-Shape/Horizontal cross arm for DC Line including Brace and Insulator fixing. (Without Single Top Support (V-6 ESCOM P.No 45/52/5.04) (160*1.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 313.12 313.12 12.0 False None None False None False 3757.44 0 2642138 82275 None code039 Releasing and Re- erection of 4 Pin cross arm with Insulator and Braces fixing (V-6 ESCOM P.No 45/50/5.02) (160*1.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 313.12 313.12 7.0 False None None False None False 2191.84 0 2642139 82275 None code040 Releasing of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing(V-6 ESCOM P.No 44/39/3.02) (5963*0.9) For 100 to 250 kVA ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Per Structure 5527.7 5527.7 2.0 False None None False None False 11055.4 0 2642140 82275 None code041 Releasing and Restringing of Conductor (including pin binding, providing jumps, dead ending, etc.,) Rabbit (Escom Pg 46, I.No 67/7.02)(5233*1.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 10240.98 10240.98 7.73 False None None False None False 79162.7754 0 2642141 82275 None code042 Releasing and Restringing of Conductor (including pin binding, providing jumps, dead ending, etc.,) Weasel (Escom Pg 46, I.No 66/7.01)(3975*1.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 7779.07 7779.07 3.0 False None None False None False 23337.21 0 2642142 82275 None code043 Releasing & Refixing of Over Head Service Mains (Single Phase/3 Phase) Per connection/Installation (While executing reconductoring works only) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 62.83 62.83 38.0 False None None False None False 2387.54 0 2642143 82275 None code044 Releasing of 100 kVA Transformer on Transformer Structure (Escom Pg 46, /72/8.01) (1193*0.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 1473.93 1473.93 2.0 False None None False None False 2947.86 0 2642144 82275 None code045 Releasing of 200 - 250 kVA Transformer (Escom Pg 46, /74/8.03) (2278*0.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 2111.7 2111.7 1.0 False None None False None False 2111.7 0 1708062396000 1 None None Roads Sub Estimate for Providing LED Lights from Police Station to Vyadyanatheswara Temple at Old Talakadu Villge in T.Narasipuar Taluk Mysuru Dist 246948.41 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2642145 82276 None code01 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 @ Lumen Maintenance of 70percent, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiencygreater than 1301m/w, nominal CRI greater than75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. (46/11.8.4) LED Streetlight 90 W ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 9125.8 9125.8 22.0 False None None False None False 200767.6 0 2642146 82276 None code02 Supplying and fixing telescopic M.S. bracket fabricated by using 0.5m length 4" dia telescopic M. S. pipe, with 2" dia1.5m long M.S.Bracket and are welded with suitable angle, using 6mm thick M. S. sheet, grip bolts & nuts, as required, suitable for 9 to 12 ms. M. S. tubular pole, with necessary two coats of painting, with all other accessories.(56/13.4.1)Single bracket 1.5 m. Length ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 1504.83 1504.83 22.0 False None None False None False 33106.26 0 2642147 82276 None code03 Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with suitable approved colour powder coated paint. (Vol-6 Ele SR P.No. 20/5.42.2) 16SWG ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sq CM 0.44 0.44 4000.0 False None None False None False 1760.0 0 2642148 82276 None code04 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter..(Vol-6 P.No 19 SL No 5.35) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 5876.15 5876.15 1.0 False None None False None False 5876.15 0 2642149 82276 None code05 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.(Vol-6 Ele SR P.No. 60/12.57) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 4383.68 4383.68 1.0 False None None False None False 4383.68 0 2642150 82276 None code06 GI/Copper strips for grounding connections, using necessary fixing materials as required. (Vol-6 Ele SR P.No. 60/25 x 6 mm GI strip) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 131.84 131.84 8.0 False None None False None False 1054.72 0 1708064233000 0 None None Roads Improvements to 0.80 km road from Ganapathi temple to vaidhyanathershwara temple at Talakadu village in T Narasipura taluk 41064150.76 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2643002 82312 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m(Item No: 1.14.1 Page No: 8 Vol 1 PWD UNI SR 2023-24) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 102.0 102.0 2715.2 False None None False None False 276950.4 0 2643008 82312 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m(Item No: 1.14.1 Page No: 8 Vol 1 PWD UNI SR 2023-24) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 102.0 102.0 3498.0 False None None False None False 356796.0 0 2643013 82312 None 1.19.1 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/soft 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) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 454.0 454.0 122.4 False None None False None False 55569.6 0 2643062 82312 None code01 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 @ Lumen Maintenance of 70percent, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiencygreater than 1301m/w, nominal CRI greater than75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. (46/11.8.4) LED Streetlight 90 W ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 9125.8 9125.8 22.0 False None None False None False 200767.6 0 2643017 82312 None code01 RCC Pole - 9 Mtr Long, 145 Kg WL (V-6 ESCOM P.No 3/ 1/1.01) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 7288.28 7288.28 62.0 False None None False None False 451873.36 0 2643063 82312 None code02 Supplying and fixing telescopic M.S. bracket fabricated by using 0.5m length 4" dia telescopic M. S. pipe, with 2" dia1.5m long M.S.Bracket and are welded with suitable angle, using 6mm thick M. S. sheet, grip bolts & nuts, as required, suitable for 9 to 12 ms. M. S. tubular pole, with necessary two coats of painting, with all other accessories.(56/13.4.1)Single bracket 1.5 m. Length ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 1504.83 1504.83 22.0 False None None False None False 33106.26 0 2643014 82312 None 16.3.2 Laying,Lowering and jointing of S&S RCC SPUN / VIBRATED CAST PIPES REINFORCED) pipes NP-3 Class ,rolling and lowering into trenches, laying true to line and level 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 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). RCC NP3 Class pipe of 300 mm dia. (Item No. VOL-5-16.3.2 Page No.188) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Rmtr 1332.0 1332.0 240.0 False None None False None False 319680.0 0 2643003 82312 None 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( I No. 2.1.3 P No 15 of PWD S.R 2023-24 Vol 1 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 5989.0 5989.0 274.4 False None None False None False 1643381.6 0 2643018 82312 None code02 Labour For RCC Pole(V-6 ESCOM P.No 44/ 30/2.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 1146.39 1146.39 62.0 False None None False None False 71076.18 0 2643009 82312 None 3.7 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ( Item No: 3.7 Page No: 17 Vol 3 PWD SR for Roads) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 105.0 105.0 180.0 False None None False None False 18900.0 0 2643019 82312 None code03 RCC Pole - 8 Mtr Long, 115 Kg WL (Dwg No. BESCOM/GM/QS&S/05 Dtd 24.11.2018) as per IS-785 (V-6 ESCOM P.No 3/1/ 1.03) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 5282.87 5282.87 10.0 False None None False None False 52828.7 0 2643064 82312 None code03 Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with suitable approved colour powder coated paint. (Vol-6 Ele SR P.No. 20/5.42.2) 16SWG ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sq CM 0.44 0.44 4000.0 False None None False None False 1760.0 0 2643004 82312 None 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates( I No. 2.4.3 P No 16 of PWD S.R 2023-24 Vol 1 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 6323.0 6323.0 734.75 False None None False None False 4645824.25 0 2643015 82312 None 10.20.5 Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. (RWS SR Item no. 10.20.5 d Page No.87) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Rmtr 463.0 463.0 1740.0 False None None False None False 805620.0 0 2643010 82312 None 4.20(i) Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -iv Material( Item No: 4.20(i) Page No: 23 Vol 3 PWD SR for Roads ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 2432.0 2432.0 1581.75 False None None False None False 3846816.0 0 2643011 82312 None 6.1 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 kg/ 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.( I No. 6.1 P No 49 of PWD S.R 2023-24 Vol 31) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 4920.0 4920.0 1054.5 False None None False None False 5188140.0 0 2643005 82312 None 2.5.1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates( I No. 2.5.1 P No 16 of PWD S.R 2023-24 Vol 1 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 6630.0 6630.0 504.0 False None None False None False 3341520.0 0 2643016 82312 None 1.10 Refilling available earth around trenches/pipelines, 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.( I No. 1.10 P No 7 of PWD UNI S.R 2023-24 Vol 1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 160.0 160.0 122.4 False None None False None False 19584.0 0 2643020 82312 None code04 Labour For 8 mtr RCC Pole(V-6 ESCOM P.No 44/ 29/2.01) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 949.66 949.66 10.0 False None None False None False 9496.6 0 2643065 82312 None code04 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter..(Vol-6 P.No 19 SL No 5.35) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 5876.15 5876.15 1.0 False None None False None False 5876.15 0 2643012 82312 None 6.5 Pavement Quality M30 Grade Concrete (RMC) with OPC &GGPS laid using paver : Construction of un-reinforced,Dowel jointed M30 Grade pavement quality concrete pavement over a prepared sub base with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 31.5mm 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( I No. 6.5 P No 50 of PWD S.R 2023-24 Vol 3 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 7839.0 7839.0 1757.5 False None None False None False 13777042.5 0 2643006 82312 None 2.11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.( I No. 2.11 h P No 18 of PWD S.R 2023-24 Vol 1 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work MT 79011.0 79011.0 57.86 False None None False None False 4571576.46 0 2643066 82312 None code05 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.(Vol-6 Ele SR P.No. 60/12.57) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 4383.68 4383.68 1.0 False None None False None False 4383.68 0 2643021 82312 None code05 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977 (V-6 ESCOM P.No 9/144/21.05) For 100/300 kVA 4/5 Star Rated Transformer on PSCC Pole - 9 Mtr Long, 300 Kg WL - MS ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 23202.81 23202.81 2.0 False None None False None False 46405.62 0 2643067 82312 None code06 GI/Copper strips for grounding connections, using necessary fixing materials as required. (Vol-6 Ele SR P.No. 60/25 x 6 mm GI strip) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 131.84 131.84 8.0 False None None False None False 1054.72 0 2643022 82312 None code06 Labour For DP TC Set (V-6 ESCOM P.No 44/39/3.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 6141.89 6141.89 2.0 False None None False None False 12283.78 0 2643007 82312 None 1.10 Refilling available earth around trenches/pipelines, 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.( I No. 1.10 P No 7 of PWD UNI S.R 2023-24 Vol 1 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 160.0 160.0 576.0 False None None False None False 92160.0 0 2643023 82312 None code07 Pre - Stressed Tubular Spun Pole 11 Mtr Long - 500 Kg WL (V-6 ESCOM P.No 3/7/1.07) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 18233.06 18233.06 5.0 False None None False None False 91165.3 0 2643024 82312 None code08 Labour for Spun Pole (V-6 ESCOM P.No 44/ 33/2.05) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 2620.32 2620.32 5.0 False None None False None False 13101.6 0 2643025 82312 None code09 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm 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 charcoal 150 mm 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 specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia( Elec SR Vol-6 P.No.59/12.56) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 3615.3 3615.3 3.0 False None None False None False 10845.9 0 2643026 82312 None code10 GI/Copper strips for grounding connections, using necessary fixing materials as required.25 x 6 mm GI strip( Elec SR Vol-6 P.No.59/12.58.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 131.84 131.84 30.0 False None None False None False 3955.2 0 2643027 82312 None code011 GOS Set 200 Amps Single break (V-6 ESCOM P.No 11/166/24.01) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Set 9733.5 9733.5 4.0 False None None False None False 38934.0 0 2643028 82312 None code012 Labour for GOS Set(V-6 ESCOM P.No 48/97/13.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 1137.12 1137.12 4.0 False None None False None False 4548.48 0 2643029 82312 None code013 H-Frame for mounting GOS (CDS-15) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 4461.96 4461.96 4.0 False None None False None False 17847.84 0 2643030 82312 None code014 Labour for H-Frame (CDS-15) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 332.69 332.69 4.0 False None None False None False 1330.76 0 2643031 82312 None code015 Spiral Earth Electrode (V-6 ESCOM P.No 26/2.16) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 246.17 246.17 18.0 False None None False None False 4431.06 0 2643032 82312 None code016 Labour for Spiral Earth (V-6 ESCOM P.No 44/36/2.08) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 95.79 95.79 18.0 False None None False None False 1724.22 0 2643033 82312 None code017 11 kV, Special 3 Pin Cross Arm - GI (V-6 ESCOM P.No 3/14/2.04) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 1185.53 1185.53 8.0 False None None False None False 9484.24 0 2643034 82312 None code018 11 kV, Horizontal Cross Arm (V-6 ESCOM P.No 3/12.2.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 501.61 501.61 180.0 False None None False None False 90289.8 0 2643035 82312 None code019 Labour for Horizontal Cross Arm (V-6 ESCOM P.No 45/52/5.04) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 164.8 164.8 180.0 False None None False None False 29664.0 0 2643036 82312 None code020 LT 4 Pin Cross Arm GI (V-6 ESCOM P.No 4 I.No 16/2.06) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 390.37 390.37 144.0 False None None False None False 56213.28 0 2643037 82312 None code021 Labour for 4 Pin Cross Arm (V-6 ESCOM P.No 45 I.No 50/5.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 164.8 164.8 144.0 False None None False None False 23731.2 0 2643038 82312 None code022 11 kV, 5 KN Composite/Polymeric Pin Insulator (24 mm Dia FRP Rod) (V-6 ESCOM P.No 5/52.6.06) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 211.15 211.15 160.0 False None None False None False 33784.0 0 2643039 82312 None code023 1.1 kV Polymeric Pin Insulator (V-6 ESCOM P.No 5/51/6.05) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 89.61 89.61 110.0 False None None False None False 9857.1 0 2643040 82312 None code024 No. 8 Strain Insulator (V-6 ESCOM P.No 5/53/6.07) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 27.81 27.81 45.0 False None None False None False 1251.45 0 2643041 82312 None code025 Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM (V-6 ESCOM P.No 5, I.No59/7.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 47621.02 47621.02 7.54 False None None False None False 359062.4908 0 2643042 82312 None code026 Labour ACSR (V-6 ESCOM P.No 46, I.No 67/7.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 5389.99 5389.99 7.54 False None None False None False 40640.5246 0 2643043 82312 None code027 Guy Set Complete with No. 15 Strain Insulator ((CDS-1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Set 1205.1 1205.1 9.0 False None None False None False 10845.9 0 2643044 82312 None code028 Labour for Guy Set (CDS-1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Set 610.79 610.79 9.0 False None None False None False 5497.11 0 2643045 82312 None code029 PG Clamp Rabbit to Rabbit (V-6 ESCOM P.No 6/65/9.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 105.06 105.06 28.0 False None None False None False 2941.68 0 2643046 82312 None code030 Transparent Alkathine tube 19 mm dia, 2 mm thick in coils of 30 Mtr (V-6 ESCOM P.No 23/394/52.01) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 532.51 532.51 2.0 False None None False None False 1065.02 0 2643047 82312 None code031 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications (V-1 P. No 15/2.2.1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 6475.61 6475.61 15.0 False None None False None False 97134.15 0 2643048 82312 None code032 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - GI (V-6 ESCOM P.No 12/179/26.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Set 9128.89 9128.89 3.0 False None None False None False 27386.67 0 2643049 82312 None code033 Releasing of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth (V-6 ESCOM P.No 44/ 30/2.02)(1113*0.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 1031.75 1031.75 49.0 False None None False None False 50555.75 0 2643050 82312 None code034 Releasing of RCC/PSCC Pole of 7.5 to 8 Mtr long in a pit of 1.5 Mtr depth V-6 ESCOM P.No 44/ 29/2.01) (922*0.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 854.69 854.69 13.0 False None None False None False 11110.97 0 2643051 82312 None code035 Releasing of 11 Mtr long Concrete Spun Pole in a pit of 2.5 Mtr depth (Mechnised Labour) (2544*0.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 2358.28 2358.28 6.0 False None None False None False 14149.68 0 2643052 82312 None code036 Releasing of V-Shape/Horizontal cross arm for DC Line including Brace and Insulator fixing. (Without Single Top Support (V-6 ESCOM P.No 45/52/5.04) (160*0.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 148.32 148.32 98.0 False None None False None False 14535.36 0 2643053 82312 None code037 Releasing of 4 Pin cross arm with Insulator and Braces fixing (V-6 ESCOM P.No 45/50/5.02) (160*0.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 148.32 148.32 65.0 False None None False None False 9640.8 0 2643054 82312 None code038 Releasing and Re- erection of V-Shape/Horizontal cross arm for DC Line including Brace and Insulator fixing. (Without Single Top Support (V-6 ESCOM P.No 45/52/5.04) (160*1.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 313.12 313.12 12.0 False None None False None False 3757.44 0 2643055 82312 None code039 Releasing and Re- erection of 4 Pin cross arm with Insulator and Braces fixing (V-6 ESCOM P.No 45/50/5.02) (160*1.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 313.12 313.12 7.0 False None None False None False 2191.84 0 2643056 82312 None code040 Releasing of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing(V-6 ESCOM P.No 44/39/3.02) (5963*0.9) For 100 to 250 kVA ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Per Structure 5527.7 5527.7 2.0 False None None False None False 11055.4 0 2643057 82312 None code041 Releasing and Restringing of Conductor (including pin binding, providing jumps, dead ending, etc.,) Rabbit (Escom Pg 46, I.No 67/7.02)(5233*1.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 10240.98 10240.98 7.73 False None None False None False 79162.7754 0 2643058 82312 None code042 Releasing and Restringing of Conductor (including pin binding, providing jumps, dead ending, etc.,) Weasel (Escom Pg 46, I.No 66/7.01)(3975*1.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 7779.07 7779.07 3.0 False None None False None False 23337.21 0 2643059 82312 None code043 Releasing & Refixing of Over Head Service Mains (Single Phase/3 Phase) Per connection/Installation (While executing reconductoring works only) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 62.83 62.83 38.0 False None None False None False 2387.54 0 2643060 82312 None code044 Releasing of 100 kVA Transformer on Transformer Structure (Escom Pg 46, /72/8.01) (1193*0.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 1473.93 1473.93 2.0 False None None False None False 2947.86 0 2643061 82312 None code045 Releasing of 200 - 250 kVA Transformer (Escom Pg 46, /74/8.03) (2278*0.9) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 2111.7 2111.7 1.0 False None None False None False 2111.7 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1708062397000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1708062397000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1708062397000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1708062451000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of KPP Portal on or before the last date and time of bid submission None 1708062540000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of KPP Portal due to internet connectivity issues and technical glitches at bidders end None 1708062567000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection None 1708062594000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder None 1708062609000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of KPP Portal on or before the last date and time of bid submission None 1708062619000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1708062635000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs None 1708062646000 0 None None ELIGIBILITY The Tender processing fee shall not be refundable None 1708062663000 0 None None ELIGIBILITY Contractors should be registered as KPWD Class II and Above Civil Contractor None 1708062680000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1708062713000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund None 1708062727000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the documents before approval None 1708062739000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons None 1708062757000 0 None None ELIGIBILITY In the case of the death of the contractor after executing the agreement / commencement of the work, his legal heir, if is an eligible registered contractor and is willing can execute and compete the work at the accepted tender rates irrespective of the cost of the work None 1708062779000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit in the prescribed form in the favour of the Executive Engineer, PWD Division, Mysore Division, Mysore given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with the Conditions of Contract None 1708062791000 0 None None ELIGIBILITY Contractor should carryout additional test required to test the suitability of materials None 1708062809000 0 None None ELIGIBILITY All safety precautions, warning signs, night illumination, refectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent None 1708062824000 0 None None ELIGIBILITY Formation levels and other data furnished are bare minimum the contractor should make all efforts to validate and to get additional data if required at his own cost None 1708062840000 0 None None ELIGIBILITY Materials like steel, cement etc., required for the work shall be procured by the tenderer themselves and should got tested by the quality control authority before use on the work at their own cost None 1708062851000 0 None None ELIGIBILITY The contractors assessed available tender capacity will be calculated as per the clause 3.5 of STD tender document Attached None 1708062874000 0 None None ELIGIBILITY All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing for concrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specifcation and direction of Engineer - in -charge of this work None 1708062886000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties None 1708062907000 0 None None ELIGIBILITY Contractor should take all precautionary measures to avoid any damage to the utilities during excavation as well as utility shifting. To that extent the contractor should indemnify the client. None 1708062915000 0 None None ELIGIBILITY Contractor should follow strictly the prevailing rules of labour act None 1708062970000 0 None None ELIGIBILITY contractor should adhere to HSE (Health Safety Environment) policy applicable for similar projects. Contractor to that extent should submit HSE document defning all the procedure including the policies before execution of the project. None 1708062992000 0 None None ELIGIBILITY Contractor should take all precautions to ensure that no damage is caused to the existing structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectifed at his own risk and cost. None 1708063020000 0 None None ELIGIBILITY Rs 1,00,000 of the EMD should be paid through e-payment as specifed in e-procurement portal and the remaining balance amount of EMD Shall be produced in the form of Bank Guarantee by uploading the scan copy of the Bank Guarantee None 1708063034000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-4 None 1708063047000 0 None None ELIGIBILITY The employer reserves the rights to Cancel or Withdraw any or all the tenders without Giving any reasons & Any Time None 1708063056000 0 None None ELIGIBILITY Bankers E-mail ID & Contact Number must be Up loaded None 1708063074000 0 None None ELIGIBILITY The tenderer should maintain the executed works during the defectiveliability period for 2 year None 1708063104000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, Public Works Department, Mysore Division, Mysore during office hours on all working days None 1708063135000 0 None None ELIGIBILITY As per the clause 13 of KW-4 (Conditions of contract) after the award of the tender The contractor shall prior to commencing the works, effect and there after maintain insurances, in the joint names of the employer and the contractor, (cover from the frst working day after the start date to the end of defects liability period) in the amounts stated in the contract data None 1708063164000 0 None None ELIGIBILITY Regarding Appealing aggrieved contractors may appeal to the prescribed (Appellant) authority within 30 days as per KTTP and appeal should be through e-proc only as per Govt. order No: pwd/572/CRM-2020(E) Bangalore DT.09-10-2020. The same will not be considered if appeal through Letters None 1708063272000 0 None None ELIGIBILITY Estimate rates are excluding GST as per common SR 2023-24 and prevailing GST (18% of amount put to tender) amount is kept in form of Lumpsum in sanctioned estimate according to guidelines in common SR. therefore amount put to tender and ECV amount are excluding GST. KPP Portal format has no options to add GST separately at the stage of Draft Tender Schedule process for overall amount put to tender, tender has been invited through an option with INCLUSIVE.But the itemwise rates do not include GST. Hence GST will be paid separately for the quoted amount accordingly None 1708063302000 0 None None ELIGIBILITY Within 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Employer a Security deposit in any of the forms given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with Clause 25.5 of ITT and Clause 44 of the Conditions of Contract. None 1708063318000 0 None None ELIGIBILITY For the vehicles / machineries / equipments for which RTO registration is statutory, for such vehicles / machineries / equipments the contractor should upload the Registration Certificate documents issued by RTO. For machineries and other equipments for which RTO registration is not applicable, for such machineries and equipments, purchase invoice document should be uploaded. If there is sale deed for such machineries and equipments, original invoice along with registered sale deed attested by Govt. registered NOTARY should be uploaded. Otherwise tender is liable for rejection. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. 205.32 (50% of estimated cost of tender) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the following minimum quantities of work 1)Earthwork Excavation 5068.00 cum 2)Granular Sub base 1265.00 cum 3)CC/PCC/RCC 3472.00.00 cum 4)STEEL 46.00 tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded Tipper/HGV 2 own 2 Hire Excavator 1 own 1 Hire Static road roller 1 own Water tanker 2 own 1 Hire Concrete mixer with weigh batching 3 own 3 Hire Pin Vibrator (40mm needle)1 own 1Hire Screed vibrator 1own 1 Hire Soil vibratory compactor1own Motar Grader 1 Hire Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- others None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. 821.28 Lakhs) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets and /or availability of credit facilities of no less than Rs. 205.32 Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Audited CA Certifcate of Annual Turnover Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None List of existing commitments and ongoing works Others List of existing commitments and ongoing works createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works None None None None List of works for which tenders already submitted Others List of works for which tenders already submitted createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted None None None None Contractors should be registered as KPWD Class II and above Civil Contractor. Others KPWD registration copy createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV)
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate with UDIN from CA and Profit & loss statements with income tax True Technical Bid KPWD Registration Certifcate-CLASS-II & ABOVE True Technical Bid Income Tax Balance sheets and Annual Turnover Certifcate issued by the CA with Membership No. with UDIN - 2018-19 to 2022-23 True Technical Bid Banker Certifcate - Line of Credit in the prescribed format True Technical Bid Work Done Certifcate for Similar nature work, duly attested by the Ofcer Not below the rank of E.E True Technical Bid List of existing commitments and ongoing works True Technical Bid List of works for which tenders already submitted True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1708070771000 version 0 createdDate None modifiedDate None blockNumber O/o Executive Engineer, PWD Division, Vinoba Road, Mysuru street None city MYSURU state Karnataka pin 570005
tenderRecallDTO	None