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noticeInvitingTenderDTO	createdTs 1723555580611 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 412000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 13-09-2024 17:00:00 tenderQueryClose 13-09-2024 16:30:00 technicalBidOpen 17-09-2024 11:00:00 publishedDate 13-08-2024 20:24:47 publishedByPost DMA_EE2_CC_DVG publishedByUser KPE12153 - JAGADEESH S R bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 30-08-2024 17:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson NAVEEN KUMAR V splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08192234444 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1723555580659 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/BD/WORK_INDENT25977 title Construction and demolition of waste processing plant at Hebbala Village Davanagere District description Construction and demolition of waste processing plant at Hebbala Village Davanagere District category WORKS categoryText Works ecv 34300000.00 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2160 locationName DMA City Corporation Davanagere provisionalAmount 34300000.0 groupOverheadTotal 7348602.19 fileNumber AEE/SBM/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1723555581000 1 None None Buildings paver block shed 1816649.68 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3772129 142108 None PV01 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, aution lights, removal of stumps and other deleterious matter ncluding dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. I.No 1.12/V1/Pg no-8 Cum 99.75 99.75 60.0 False None None False None False 5985.0 0 3772130 142108 None PV02 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 ordinary/soft rock without blasting upto 1.5 m depth I.No 1.15/V1/Pg no 8 Cum 446.25 446.25 64.56 False None None False None False 28809.9 0 3772131 142108 None PV03 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates I.No 2.1/V1/ Pg no-15 Cum 5947.2 5947.2 40.36 False None None False None False 240028.992 0 3772132 142108 None PV04 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR FOOTING Cum 7518.42 7518.42 8.1 False None None False None False 60899.202 0 3772133 142108 None PV05 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR PEDESTAL Cum 11834.55 11834.55 2.27 False None None False None False 26864.4285 0 3772134 142108 None PV06 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR PLINTH BEAM Cum 10442.25 10442.25 7.21 False None None False None False 75288.6225 0 3772135 142108 None PV07 Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately )I.NO 2.11/V1/ Pg no-18 Tonne 93929.85 93929.85 1.48 False None None False None False 139016.178 0 3772136 142108 None PV08 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. I.NO 1.9/ V1/ Pg no-7 Cum 279.3 279.3 52.86 False None None False None False 14763.798 0 3772137 142108 None PV09 Wet Mix Macadam (Plant mix method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.I.NO 4.17/406/V3/Pg no-26 Cum 2686.95 2686.95 37.26 False None None False None False 100115.757 0 3772138 142108 None PV10 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work I.NO 16.28/1501/V3/Pg no-148 Cum 6692.7 6692.7 37.26 False None None False None False 249370.002 0 3772139 142108 None PV11 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-in-Charge. I.NO 11.2/V2/ Pg no-75 Kg 118.65 118.65 5338.0 False None None False None False 633353.7 0 3772140 142108 None PV12 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. I.NO 7.38/V2/ Pg no-26 Sqm 596.4 596.4 240.0 False None None False None False 143136.0 0 3772141 142108 None PV13 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :I.NO 7.39/V2/Pg no-27 m 433.65 433.65 20.0 False None None False None False 8673.0 0 3772142 142108 None PV14 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : I.NO 8.2.1/V2/ Pg no-41 m 1127.7 1127.7 40.0 False None None False None False 45108.0 0 3772143 142108 None PV15 Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade :Two coats on new work afterthoroughly brooming the surface to remove all dirt, dust, mortar dropsand foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and as perdirections of Engineer-in-charge.e.I.NO 8.40/V2/pg-48 Sqm 120.75 120.75 250.0 False None None False None False 30187.5 0 3772144 142108 None PV16 Providing PVC ringtite pipes conforming to IS 4985:2000 with latestamendments and conveying to worksite, rolling and lowering intotrenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinationsand cuts of pipes wherever necessary including jointing of PVC pipesand specials (excluding cost of specials) with jointing of approvedtype, with all labour with all lead & lift including encasing the pipealround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete PVC pipes 110mm dia., 6 kg/sqcm & class 3 I.NO 10.1.7/V5/pg-113 Sqm 431.55 431.55 24.0 False None None False None False 10357.2 0 3772145 142108 None PV17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. I.NO 6.33/V2/Pg no 17 Sqm 1292.55 1292.55 2.25 False None None False None False 2908.2375 0 3772146 142108 None PV18 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. I.NO 8.2.1/V2/ Pg no-41 Sqm 309.75 309.75 5.76 False None None False None False 1784.16 0 1723555581000 1 None None Buildings vehicle parking shed 1784657.06 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3772147 142109 None VP1 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, aution lights, removal of stumps and other deleterious matter ncluding dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. I.No 1.12/V1/Pg no-8 Cum 99.75 99.75 54.0 False None None False None False 5386.5 0 3772148 142109 None VP2 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 ordinary/soft rock without blasting upto 1.5 m depth I.No 1.15.2/V1/Pg no 8 Cum 446.25 446.25 54.07 False None None False None False 24128.7375 0 3772149 142109 None VP3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates I.No 2.1/V1/ Pg no-15 Cum 5947.2 5947.2 41.74 False None None False None False 248236.128 0 3772150 142109 None VP4 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR FOOTING Cum 7518.42 7518.42 6.75 False None None False None False 50749.335 0 3772151 142109 None VP5 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR PEDESTAL Cum 11834.55 11834.55 1.89 False None None False None False 22367.2995 0 3772152 142109 None VP6 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR PLINTH BEAM Cum 10442.25 10442.25 6.91 False None None False None False 72155.9475 0 3772153 142109 None VP7 Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately )I.NO 2.11/V1/ Pg no-18 Tonne 93929.85 93929.85 1.323 False None None False None False 124269.19155 0 3772154 142109 None VP8 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. I.NO 1.9/ V1/ Pg no-7 Cum 279.3 279.3 44.59 False None None False None False 12453.987 0 3772155 142109 None VP9 Wet Mix Macadam (Plant mix method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.I.NO 4.17/406/V3/Pg no-26 Cum 2686.95 2686.95 41.8 False None None False None False 112314.51 0 3772156 142109 None VP10 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work I.NO 16.28/1501/V3/Pg no-148 Cum 6692.7 6692.7 41.8 False None None False None False 279754.86 0 3772157 142109 None VP11 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-in-Charge. I.NO 11.2/V2/ Pg no-75 Kg 118.65 118.65 5145.29 False None None False None False 610488.6585 0 3772158 142109 None VP12 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. I.NO 7.38/V2/ Pg no-26 Sqm 596.4 596.4 216.0 False None None False None False 128822.4 0 3772159 142109 None VP13 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :I.NO 7.39/V2/Pg no-27 m 433.65 433.65 18.0 False None None False None False 7805.7 0 3772160 142109 None VP14 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : I.NO 8.2.1/V2/ Pg no-41 m 1127.7 1127.7 36.0 False None None False None False 40597.2 0 3772161 142109 None VP15 Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade :Two coats on new work afterthoroughly brooming the surface to remove all dirt, dust, mortar dropsand foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and as perdirections of Engineer-in-charge.e.I.NO 8.40/V2/pg-48 Sqm 120.75 120.75 225.0 False None None False None False 27168.75 0 3772162 142109 None VP16 Providing PVC ringtite pipes conforming to IS 4985:2000 with latestamendments and conveying to worksite, rolling and lowering intotrenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinationsand cuts of pipes wherever necessary including jointing of PVC pipesand specials (excluding cost of specials) with jointing of approvedtype, with all labour with all lead & lift including encasing the pipealround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete PVC pipes 110mm dia., 6 kg/sqcm & class 3 I.NO 10.1.7/V5/pg-113 Sqm 431.55 431.55 24.0 False None None False None False 10357.2 0 3772163 142109 None VP17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. I.NO 6.33/V2/Pg no 17 Sqm 1292.55 1292.55 4.5 False None None False None False 5816.475 0 3772164 142109 None VP18 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. I.NO 8.2.1/V2/ Pg no-41 Sqm 309.75 309.75 5.76 False None None False None False 1784.16 0 1723555581000 1 None None Buildings Toilet Block 350668.78 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3772165 142110 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.1.14.1/V1/ Pg no-8 Cum 107.1 107.1 10.12 False None None False None False 1083.852 0 3772166 142110 None 2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates.2.1.2/V1/ Pg no-15 Cum 5947.2 5947.2 1.96 False None None False None False 11656.512 0 3772167 142110 None 5.2 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)5.2/V2/ Pg no 9 Cum 6948.9 6948.9 9.85 False None None False None False 68446.665 0 3772168 142110 None 8.19.1 Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.8.19.1/V2/ Pg no 44 Cum 267.75 267.75 5.58 False None None False None False 1494.045 0 3772169 142110 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates.2.1.3/V1/ Pg no-15 Cum 6288.45 6288.45 0.57 False None None False None False 3584.4165 0 3772170 142110 None 2.5.1 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.2.5.1/V1/Pg no-18 Cum 11138.4 11138.4 0.13 False None None False None False 1447.992 0 3772171 142110 None 2.5.1 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.2.5.1/V1/Pg no-18 Cum 10442.25 10442.25 1.62 False None None False None False 16916.445 0 3772172 142110 None 2.11a Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)2.11a/V1/ Pg no-18 Tonne 93929.85 93929.85 0.24 False None None False None False 22543.164 0 3772173 142110 None 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.6.32/V2/Pg no 17 Sqm 1375.5 1375.5 19.8 False None None False None False 27234.9 0 3772174 142110 None 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 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.8.1.1/V2/ Pg no 41 Sqm 267.75 267.75 7.22 False None None False None False 1933.155 0 3772175 142110 None 8.2.1 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.8.2.1/V2/ Pg no-41 Sqm 309.75 309.75 37.57 False None None False None False 11637.3075 0 3772176 142110 None 8.6.2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone 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.8.6.2/V2/ Pg no 42 Sqm 450.45 450.45 33.84 False None None False None False 15243.228 0 3772177 142110 None 8.51 Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plasteredwall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.8.51/V2/ Pg no 50 Sqm 105.0 105.0 13.2 False None None False None False 1386.0 0 3772178 142110 None 9.7.1 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile 9.7.1/V2/ Pg no 59 Sqm 1323.0 1323.0 6.96 False None None False None False 9208.08 0 3772179 142110 None 9.7.2 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile. 9.7.2/V2/ Pg no 59 Sqm 1308.3 1308.3 31.59 False None None False None False 41329.197 0 3772180 142110 None 8.25 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. 8.25/V2/ Pg no 45 Sqm 143.85 143.85 13.2 False None None False None False 1898.82 0 3772181 142110 None 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign 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. 8.33.1/V2/ Pg no 46 Sqm 91.35 91.35 33.84 False None None False None False 3091.284 0 3772182 142110 None 12.55.1 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges.12.55.1/V2/ Pg no 106 Sqm 2484.3 2484.3 3.15 False None None False None False 7825.545 0 3772183 142110 None 12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge.12.54/V2/Pg no 105 m 333.9 333.9 9.8 False None None False None False 3272.22 0 3772184 142110 None 12.11 Providing Honne 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.12.11/V2/ Pg no 99 Cum 144977.7 144977.7 0.044 False None None False None False 6379.0188 0 3772185 142110 None 12.48 Providing and fixing in position fully glazed for windows shutters with Honne wood stiles and rails of 25mm. thick, 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures)12.48/V2/ Pg no 104 Sqm 5072.55 5072.55 0.54 False None None False None False 2739.177 0 3772186 142110 None 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign 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.8.33.1/V2/ Pg no 46 Sqm 165.9 165.9 1.22 False None None False None False 202.398 0 3772187 142110 None 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.14.1.1/V2/Pg no 123 Each 5128.2 5128.2 2.0 False None None False None False 10256.4 0 3772188 142110 None 14.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern.14.4/V2/Pg no 131 Each 4676.7 4676.7 4.0 False None None False None False 18706.8 0 3772189 142110 None 14.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.14.7.1/V2/Pg no 132 Each 3236.1 3236.1 1.0 False None None False None False 3236.1 0 3772190 142110 None 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti tions by cutting a chase of appropriate width with chase cutter and embed ding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth.10.8/V2/Pg no 70 Sqm 2928.45 2928.45 0.6 False None None False None False 1757.07 0 3772191 142110 None 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes. Vol II I.No. 13.31.3 P.No. 122 m 333.9 333.9 30.0 False None None False None False 10017.0 0 3772192 142110 None 10.1.6 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 90mm dia., 6 kg/sqcm & class 3 Vol V I.No. 10.1.6 P.No. 113 m 308.7 308.7 24.0 False None None False None False 7408.8 0 3772193 142110 None 10.1.9 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 160mm dia., 6 kg/sqcm & class 3. Vol V I.No. 10.1.9 P.No. 113 m 648.9 648.9 20.0 False None None False None False 12978.0 0 3772194 142110 None 14.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. Vol II I.No. 14.29 P.No. 136 Each 49.35 49.35 4.0 False None None False None False 197.4 0 3772195 142110 None 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.Vol II I.No. 14.31 P.No. 136 Each 1281.0 1281.0 2.0 False None None False None False 2562.0 0 3772196 142110 None 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.Vol II I.No. 13.34 P.No. 123 l 9.45 9.45 500.0 False None None False None False 4725.0 0 3772197 142110 None 14.55 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class ECONOMY Vol II I.No. 14.55 P.No. 139 No 1172.85 1172.85 5.0 False None None False None False 5864.25 0 3772198 142110 None 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete.Vol II I.No. 13.59 P.No. 127 No 231.0 231.0 3.0 False None None False None False 693.0 0 3772199 142110 None 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.1.9/ V1/ Pg no-7 Cum 279.3 279.3 3.36 False None None False None False 938.448 0 3772200 142110 None 13.32.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia Pipes.Vol II I.No. 13.32.1 P.No. 122 m 324.45 324.45 30.0 False None None False None False 9733.5 0 3772201 142110 None 14.40.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g.Vol II I.No. 14.40.2 P.No. 137 Each 520.8 520.8 2.0 False None None False None False 1041.6 0 1723555581000 1 None None Buildings Office Building 874418.03 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3772202 142111 None OB1 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 I.NO 1.14.1/V1/ Pg no-8 Cum 107.1 107.1 16.4 False None None False None False 1756.44 0 3772203 142111 None OB2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates I.No 2.1/V1/ Pg no-15 Cum 5947.2 5947.2 4.66 False None None False None False 27713.952 0 3772204 142111 None OB3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates I.No 2.1.3/V1/ Pg no-15 Cum 6288.45 6288.45 1.12 False None None False None False 7043.064 0 3772205 142111 None OB4 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates FOR FOOTING I.NO 2.4/V1/ Pg no 17 Cum 7170.28 7170.28 2.59 False None None False None False 18571.0252 0 3772206 142111 None OB5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates FOR COLUMN UPTO GROUND LEVEL I.NO 2.4/V1/ Pg no 17 Cum 11286.56 11286.56 0.49 False None None False None False 5530.4144 0 3772207 142111 None OB6 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates FOR PLINTH BEAM I.NO 2.4/V1/ Pg no 17 Cum 9958.73 9958.73 2.51 False None None False None False 24996.4123 0 3772208 142111 None OB7 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR COLUMN (ABOVE GROUND LEVEL) Cum 11834.55 11834.55 1.65 False None None False None False 19527.0075 0 3772209 142111 None OB8 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR LINTEL & ROOF BEAM Cum 11138.4 11138.4 1.94 False None None False None False 21608.496 0 3772210 142111 None OB9 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR ROOF SLAB Cum 10442.25 10442.25 7.43 False None None False None False 77585.9175 0 3772211 142111 None OB10 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR CHEJJA Cum 10094.18 10094.18 0.6 False None None False None False 6056.508 0 3772212 142111 None OB11 Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately )I.NO 2.11/V1/ Pg no-18 Tonne 93929.85 93929.85 1.99 False None None False None False 186920.4015 0 3772213 142111 None OB12 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. I.NO 6.32/V2/Pg no 17 Sqm 1375.5 1375.5 63.65 False None None False None False 87550.575 0 3772214 142111 None OB13 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 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. . I.NO 8.1.1/V2/ Pg no 41 Sqm 267.75 267.75 34.8 False None None False None False 9317.7 0 3772215 142111 None OB14 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.I.NO 8.2.1/V2/ Pg no-4 Sqm 309.75 309.75 206.9 False None None False None False 64087.275 0 3772216 142111 None OB15 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.I.NO 9.12/V2/Pg no 60 Sqm 1202.25 1202.25 39.81 False None None False None False 47861.5725 0 3772217 142111 None OB16 Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plasteredwall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.I.NO 8.2.1/V2/ Pg no-41 Sqm 105.0 105.0 241.7 False None None False None False 25378.5 0 3772218 142111 None OB17 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-chargeI.NO 8.25/V2/ Pg no 45 Sqm 143.85 143.85 241.7 False None None False None False 34768.545 0 3772219 142111 None OB18 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign 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 I.NO 8.33.1/V2/ Pg no 46 Sqm 165.9 165.9 107.48 False None None False None False 17830.932 0 3772220 142111 None OB19 Providing and fixing in position fully panelled Honne 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 I.NO 12.17/V2/ Pg no 100 Sqm 7439.25 7439.25 4.2 False None None False None False 31244.85 0 3772221 142111 None OB20 Providing and fixing in position Honne wood half panelled shutters at bottom and half glazed at top for window shutters with stiles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) I.NO 12.36/V2/ Pg no 103 Sqm 7264.95 7264.95 5.76 False None None False None False 41846.112 0 3772222 142111 None OB21 Providing Honne 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. I.NO 12.11/V2/ Pg no 99 Cum 144977.7 144977.7 0.31 False None None False None False 44943.087 0 3772223 142111 None OB22 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. I.NO 8.34.1/V2/ Pg no 47 Sqm 55.65 55.65 22.44 False None None False None False 1248.786 0 3772224 142111 None OB23 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge I.NO 8.33.2/V2/ Pg no 46 Sqm 144.9 144.9 22.44 False None None False None False 3251.556 0 3772225 142111 None OB24 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. I.NO 8.34.3/ V2/ Pg no 47 Sqm 52.5 52.5 5.76 False None None False None False 302.4 0 3772226 142111 None OB25 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. I.NO 8.33.3/V2/ Pg no 47 Sqm 145.95 145.95 5.76 False None None False None False 840.672 0 3772227 142111 None OB26 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 steel windows by welding I.NO 11.34A/V2/ Pg no 85 Kgs 176.4 176.4 120.96 False None None False None False 21337.344 0 3772228 142111 None OB27 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 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 & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.I.NO 15.1/V2/ Pg no 133 Sqm 857.85 857.85 49.5 False None None False None False 42463.575 0 3772229 142111 None OB28 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. I.NO 1.9/ V1/ Pg no-7 Cum 279.3 279.3 10.15 False None None False None False 2834.895 0 1723555581000 1 None None Buildings Septic Tank 173327.21 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3772230 142112 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 Cum 107.1 107.1 15.3 False None None False None False 1638.63 0 3772231 142112 None 2.1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Cum 5947.2 5947.2 0.65 False None None False None False 3865.68 0 3772232 142112 None 2.5.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates FOR WALL Cum 10777.73 10777.73 4.64 False None None False None False 50008.6672 0 3772233 142112 None 2.5.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates FOR ROOF SLAB Cum 7903.67 7903.67 0.83 False None None False None False 6560.0461 0 3772234 142112 None 2.5.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates FOR FLOORING Cum 7185.15 7185.15 0.83 False None None False None False 5963.6745 0 3772235 142112 None 8.2.1 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. Sqm 309.75 309.75 27.3 False None None False None False 8456.175 0 3772236 142112 None 15.6 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge Sqm 532.35 532.35 15.38 False None None False None False 8187.543 0 3772237 142112 None 2.11 Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Tonne 93929.85 93929.85 0.86 False None None False None False 80779.671 0 3772238 142112 None 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 279.3 279.3 2.25 False None None False None False 628.425 0 3772239 142112 None 10.1 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. m 431.55 431.55 12.0 False None None False None False 5178.6 0 3772240 142112 None 18.3 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge No 2060.1 2060.1 1.0 False None None False None False 2060.1 0 1723555581000 1 None None Buildings Soak pit 39719.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3772241 142113 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 Cum 107.1 107.1 10.0 False None None False None False 1071.0 0 3772242 142113 None 2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) 1:3:6 (M10) 40mm down graded aggregates Cum 6288.45 6288.45 0.09 False None None False None False 565.9605 0 3772243 142113 None 2.5.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 design mix 20mm nominal size graded aggregates Cum 10777.73 10777.73 0.22 False None None False None False 2371.1006 0 3772244 142113 None 2.11a Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Tonne 93930.0 93930.0 0.02 False None None False None False 1878.6 0 3772245 142113 None 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8376.9 8376.9 2.58 False None None False None False 21612.402 0 3772246 142113 None approved rate Providing and laying 100mm size graded coarse aggregates /pebble stones (For filter bed)as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc., (For drainage layers) Cum 2473.0 2473.0 1.75 False None None False None False 4327.75 0 3772247 142113 None 17.3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. Cum 1251.6 1251.6 2.71 False None None False None False 3391.836 0 3772248 142113 None approved rate Providing and laying 20mm size graded coarse aggregates /pebble stones (For filter bed)as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc., (For drainage layers) Cum 2695.0 2695.0 0.76 False None None False None False 2048.2 0 3772249 142113 None approved rate Providing and laying 40mm size graded coarse aggregates /pebble stones for side as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc., (For drainage layers) Cum 2528.0 2528.0 0.97 False None None False None False 2452.16 0 1723555581000 1 None None Buildings Internal road 9846065.25 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3772250 142114 None 2.6 Clearing & grubbing road land including vegetation, bushes,shrubs, saplings by using weed cutter / minor equipment. Note : The top soil removed during clearing and grubbing of site, if suitable for reuse shall be transported, conserved and stacked and shall be incidental to work. 100 Sqm 357.0 357.0 36.0 False None None False None False 12852.0 0 3772251 142114 None 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 1080.0 False None None False None False 559062.0 0 3772252 142114 None 4.2 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 Cum 2346.75 2346.75 270.0 False None None False None False 633622.5 0 3772253 142114 None 1.8 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 7480.0 False None None False None False 3722796.0 0 3772254 142114 None 4.17 Wet Mix Macadam (Plant mix method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density Cum 2686.95 2686.95 405.0 False None None False None False 1088214.75 0 3772255 142114 None 16.28 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work Cum 7091.7 7091.7 540.0 False None None False None False 3829518.0 0 1723555581000 1 None None Buildings Compound wall 5729230.49 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3772256 142115 None 1.15.1 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 ordinary/soft rock without blasting upto 1.5 m depth Cum 381.15 381.15 411.99 False None None False None False 157029.9885 0 3772257 142115 None 2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 49.78 False None None False None False 296051.616 0 3772258 142115 None 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The Granite/trap/basalt crushed graded coarse egates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle tors, providing weep holes wherever esary, including all lead & lifts, cost of all materials of quality, confirming to the quirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical Secifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 175.47 False None None False None False 1179895.374 0 3772259 142115 None NSR-1 Centring and shuttering for Foundation, Sub structure of Cross drainages 5% of Conctrete rate (COMMON SR 2023-24 P.NO 111) Cum 336.21 336.21 124.79 False None None False None False 41955.6459 0 3772260 142115 None NSR-2 Centring and shuttering for RCC Columns / Shaft (Slip Centering) 70% of Conctrete rate (COMMON SR 2023-24 P.NO 111) Cum 4706.94 4706.94 50.68 False None None False None False 238547.7192 0 3772261 142115 None 2.11A Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Tonne 93929.85 93929.85 12.31 False None None False None False 1156276.4535 0 3772262 142115 None 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 1375.5 1375.5 911.6 False None None False None False 1253905.8 0 3772263 142115 None 8.2.1 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. Sqm 309.75 309.75 2628.08 False None None False None False 814047.78 0 3772264 142115 None 8.72.1 Finishing walls with water proofing cement paint of required shade :Old work (one coats applied @ 2.20 kg/10 m²) over priming coat of primer applied @ 0.80 litrs/10 m² complete including cost of Priming coat including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 91.35 91.35 2628.08 False None None False None False 240075.108 0 3772265 142115 None 11.57 Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. Sqm 18.9 18.9 2510.0 False None None False None False 47439.0 0 3772266 142115 None 11.57 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. Kgs 118.65 118.65 1349.04 False None None False None False 160063.596 0 3772267 142115 None 11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. Kgs 142.8 142.8 1008.0 False None None False None False 143942.4 0 1723555581000 1 None None Buildings CC Drain 3836469.69 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3772268 142116 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 Cum 107.1 107.1 792.0 False None None False None False 84823.2 0 3772269 142116 None 2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 99.0 False None None False None False 622556.55 0 3772270 142116 None 2.5.1 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9398.03 9398.03 243.0 False None None False None False 2283721.29 0 3772271 142116 None 2.11 Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Tonne 93929.85 93929.85 9.0 False None None False None False 845368.65 0 1723555581000 1 None None Buildings Electrical 1538192.61 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3772272 142117 None ele01 Line Supports (Pole) RCC Pole 9 Mtr Long, 150 Kg WL Sq Section (Dwg No. BESCOM/GM/QS and S/51 Dtd 24.11.2018) as per IS785(Sl.No. 1, I.No. 1.02 , P.No. 3of 81, Vol6, ESCOM's SR 202324) Nos 8731.8 8731.8 10.0 False None None False None False 87318.0 0 3772273 142117 None ele02 Supply and fixing of 8mtr long PSC pole (Sl.No5, I.No. 1.05 , P.No. 3of 81, Vol6, ESCOM's SR 202324) Nos 3883.95 3883.95 4.0 False None None False None False 15535.8 0 3772274 142117 None ele03 Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing (Labour Charges in Common SR 202324 (11 kV System) Sl.No. 1, I.No. 1.1.1 , P.No. 43 , Vol6, ESCOM's SR 202324) Nos 629.0 629.0 16.0 False None None False None False 10064.0 0 3772275 142117 None ele04 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth (Labour Charges in Common SR 202324 (11 kV System) Sl.No. 1, I.No. 2.02 , P.No. 44 , Vol6, ESCOM's SR 202324) Nos 1168.65 1168.65 16.0 False None None False None False 18698.4 0 3772276 142117 None ele05 Concreting materials for 9 Mtr RCC Square Pole Pole concreting 1.2.4, 650x650x1700 mm (PWD Ele SR 202324 Item No 9b) Nos 4719.75 4719.75 16.0 False None None False None False 75516.0 0 3772277 142117 None ele06 Spiral Earth Electrode (Sl.No.26, I.No. 2.16 , P.No. 4of 81, Vol6, ESCOM's SR 202324) Nos 355.95 355.95 16.0 False None None False None False 5695.2 0 3772278 142117 None ele07 Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.,)(Labour Charges in Common SR 202324 (11 kV System) Sl.No. 36, I.No.2.08 , P.No. 44 , Vol6, ESCOM's SR 202324) Nos 93.0 93.0 16.0 False None None False None False 1488.0 0 3772279 142117 None ele08 Cross Arms (MS and GI) as per IS1977 11 2.01 11 kV, Horizontal Cross Arm Mild Steel (MS) (Dwg No. BESCOM/GM/QSandS/04 Dtd 24.11.2018) (Sl.No2, I.No. 2.01 , P.No. 3of 81, Vol6, ESCOM's SR 202324) Nos 390.6 390.6 10.0 False None None False None False 3906.0 0 3772280 142117 None ele09 Fixing of VShape/Horizontal cross arm including Single Top Support Brace and Insulator fixing (Labour Charges in Common SR 202324 (11 kV System) Sl.No. 51, I.No.5.03 , P.No. 45 , Vol6, ESCOM's SR 202324) Nos 269.85 269.85 10.0 False None None False None False 2698.5 0 3772281 142117 None ele10 11 kV, HT ST Supprt 50x8mm Flate (MS) (Dwg No. BESCOM/GM/QSS/04 Dtd 24.11.2018) (Sl.No21, I.No. 2.11 , P.No. 4of 81, Vol6, ESCOM's SR 202324) Nos 95.55 95.55 10.0 False None None False None False 955.5 0 3772282 142117 None ele11 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) Sl no 52 item no 6.06 CSR 202324 Nos 215.25 215.25 30.0 False None None False None False 6457.5 0 3772283 142117 None ele12 DISC Insulator 45 kN Porcelain (Sl.No55, I.No.6.09 , P.No. 5of 81, Vol6, ESCOM's SR 202324) Nos 535.5 535.5 12.0 False None None False None False 6426.0 0 3772284 142117 None ele13 ACSR Conductor as per IS398 (Part 2/1996) Rabbit ACSR (6/3.35 mm Al plus 1/3.35 mm St), Std Wt: 214 Kg/KM (Sl.No59, I.No. 7.02 , P.No. 3of 81, Vol6, ESCOM's SR 202324) Km 48545.7 48545.7 1.0 False None None False None False 48545.7 0 3772285 142117 None ele14 Stringing of conductor Rabbit ACSR, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps (Labour Charges in Common SR 202324 (11 kV System) Sl.No. 64, I.No.6.02 , P.No. 46 , Vol6, ESCOM's SR 202324) Km 4364.0 4364.0 1.0 False None None False None False 4364.0 0 3772286 142117 None ele15 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS1977 For 25/63/100 kVA 4/5 Star Rated Transformer on PSCC Pole 9 Mtr Long, 300 Kg WL GI item no 21.02 sl no 141 Nos 32823.0 32823.0 1.0 False None None False None False 32823.0 0 3772287 142117 None ele16 LT Protection Kit(Dwg No. BESCOM/GM/QSS/10 Dtd 24.11.2018) (Sl.No133, I.No. 17.01 , P.No. 3of 81, Vol6, ESCOM's SR 202324) Nos 2379.0 2379.0 1.0 False None None False None False 2379.0 0 3772288 142117 None ele17 H Frame Set for fixing 11 kV, 200 Amps Single Break GOS (For DP structure for providing New GOS for sectionalisation) MS (Sl.No2, I.No. 2.01 , P.No. 3of 81, Vol6, ESCOM's SR 202324) Nos 4548.6 4548.6 2.0 False None None False None False 9097.2 0 3772289 142117 None ele18 11 kV, 200 Amps Single Break GOS, Vertically Operated (Sl.No168, I.No. 24.03 , P.No.11, Vol6, ESCOM's SR 202324) Set 14413.35 14413.35 2.0 False None None False None False 28826.7 0 3772290 142117 None ele19 Fixing of GOS including wiring (11 kV Single Break 200 Amps) (Labour Charges in Common SR 202324 (11 kV System) Sl.No. 97, I.No.13.02 , P.No.48 , Vol6, ESCOM's SR 202324) Set 1104.0 1104.0 2.0 False None None False None False 2208.0 0 3772291 142117 None ele20 9 kV, 5 kA Lightning Arrester Metal Oxide Ceramic type with GROUND DISCONNECTOR (Dwg No. BESCOM/GM/QSS/26 Dtd 24.10.2007) (Sl.No137, I.No. 19.01 , P.No.9, Vol6, ESCOM's SR 202324) No 966.0 966.0 3.0 False None None False None False 2898.0 0 3772292 142117 None ele21 Fixing of 3 Nos Lightning Arrestor including wiring (Labour Charges in Common SR 202324 (11 kV System) Sl.No.101, I.No.13.06 , P.No.48 , Vol6, ESCOM's SR 202324) Set 119.0 119.0 1.0 False None None False None False 119.0 0 3772293 142117 None ele22 11 kV, HG Fuse Unit with Solid Core Insulator (Dwg No. BESCOM/GM/QSS/21 Dtd 24.11.2018) 3 nos (Sl.No139, I.No. 20.01 , P.No.9, Vol6, ESCOM's SR 202324) Set 1122.45 1122.45 1.0 False None None False None False 1122.45 0 3772294 142117 None ele23 Fixing DOLO Cutout/Horn Gap Fuse including fixing of cross arm and wiring (Labour Charges in Common SR 202324 (11 kV System) Sl.No.96, I.No.13.01 , P.No.48 , Vol6, ESCOM's SR 202324) Set 237.0 237.0 1.0 False None None False None False 237.0 0 3772295 142117 None ele24 Distribution Transformer 3Distribution Transformer 3 Phase,11kV/433V Stacked CRGO Core with Oil as per IS1180 (Part1): 2014. 63 kVA, Aluminum Wdg, Star 2 (5 Star)Aluminium Wdg, Star 2 (5 Star) Bushing type As per ESCOM SR 202324 page no 7 of 81, SL NO 88 item no 12.04 No 191672.25 191672.25 1.0 False None None False None False 191672.25 0 3772296 142117 None ele25 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools other appurtenaces required to complete the work. ( Sl.No.1.4, I.No.1.4.1 , P.No. 5 , Vol1, PWD SR 202324) Cum 242.0 242.0 150.0 False None None False None False 36300.0 0 3772297 142117 None ele31 Supplying 250 A 4 x 50 x 10 mm A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/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 a) 250 A 4 x 30 x 10 mm Aluminium Strips ( PWDElectrical SR 202324 Page no 20of 105, Item no 5.40.2) m 3606.75 3606.75 5.5 False None None False None False 19837.125 0 3772298 142117 None ele32 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 delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board. ( PWDElectrical SR 202324 Page no 18 of 105, Item no 5.21) Each 9717.75 9717.75 1.0 False None None False None False 9717.75 0 3772299 142117 None ele33 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. ( PWDElectrical SR 202324 Page no 19 of 105, Item no 5.38) Each 540.75 540.75 3.0 False None None False None False 1622.25 0 3772300 142117 None ele34 Supplying, fixing and wiring 3 Phase Digital Ammeter / Voltmeter ( PWDElectrical SR 202324 Page no 19 of 105, Item no 5.29) Each 1496.25 1496.25 2.0 False None None False None False 2992.5 0 3772301 142117 None ele35 Supply and fixing of angle iron frame work fabricated out of ms angle iron,.. With bolts , washer, etc, and painted with 2 coat of red oxide and then two coats of approved paint. 75 x 75 x 6 mm (P. No. 20, Sl. No. 5.41.3, Vol6, PartIII of PWD Ele SR 202324) m 582.75 582.75 15.0 False None None False None False 8741.25 0 3772302 142117 None ele36 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. Page 19 Item No: 5.33 Vol6 of SR 202324 Each 9780.75 9780.75 1.0 False None None False None False 9780.75 0 3772303 142117 None ele37 Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer. Class 0.5 accuracy with Tape Wound. Page 19 Item No: 5.34 Vol6 of Ele SR 202324 Each 590.1 590.1 3.0 False None None False None False 1770.3 0 3772304 142117 None ele38 Supplying ,fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 volts grade, for power factor improvement of rotating machineries like induction motor.. Cost per KVAR.Page 19 Item No: 5.37 Vol6 of SR 202324 Kvar 504.0 504.0 15.0 False None None False None False 7560.0 0 3772305 142117 None ele39 Supplying of 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS1554 (Part 1) or IS7098 Part1, Armouring strip thickness and resistivity as per IS3975 a) 3.5core x 240 sqmm (Page 13 of 81 Item No: 32.18Vol6 Of Ele Escom SR 202324) Km 905799.3 905799.3 0.1 False None None False None False 90579.93 0 3772306 142117 None ele40 Supplying of 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS1554 (Part 1) or IS7098 Part1, Armouring strip thickness and resistivity as per IS3975 c) 4core x 50 sqmm(Page 13 Item No: 32.12 Vol6 Of SR 202324) Km 217553.7 217553.7 0.2 False None None False None False 43510.74 0 3772307 142117 None ele41 Supplying of 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS1554 (Part 1) or IS7098 Part1, Armouring strip thickness and resistivity as per IS3975 c) 4core x 16 sqmm(Page 13 Item No: 32.05 Vol6 Of SR 202324) Km 148934.1 148934.1 0.6 False None None False None False 89360.46 0 3772308 142117 None ele42 Labour Charges for laying of 1.1Kv class UG cable when supplied departmentally/agency in existing trench GI pipe/stoneware pipe/on wall /on pole as required In existing trench/duct a) 2.5sqmm to 25sqmm (Page 41 Item No: 21.05 Of Ele SR 202324) Km 20886.0 20886.0 0.6 False None None False None False 12531.6 0 3772309 142117 None ele43 Labour Charges for laying of 1.1Kv class UG cable when supplied departmentally/agency in existing trench GI pipe/stoneware pipe/on wall /on pole as required In existing trench/duct b) 35sqmm to 95sqmm (Page 41 Item No: 21.06 Of Ele SR 202324) Km 31139.0 31139.0 0.15 False None None False None False 4670.85 0 3772310 142117 None ele44 Labour Charges for laying of 1.1Kv class UG cable when supplied departmentally/agency in existing trench GI pipe/stoneware pipe/on wall /on pole as required In existing trench/duct c) 120sqmm to 240sqmm (Page 41 Item No: 21.07 Of Ele SR 20232024 Km 32278.0 32278.0 0.1 False None None False None False 3227.8 0 3772311 142117 None ele45 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes Heavy Duty Copper Terminal Long Barrel a) 240 Sqmm Copper Terminal, Apprx Wt: 218 Gm (Sl.No. 462, item no 59.10, P.No. 26,Vol 6 Escom SR 202324) No 372.75 372.75 24.0 False None None False None False 8946.0 0 3772312 142117 None ele46 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes Heavy Duty Copper Terminal Long Barrel b) Brass Cable Gland for 10 to 16 mm cable 25 Sqmm(P. No. 28 of 81 Escom SR, Sl. No.507, I. No. 63.01, Vol6, PartIII of ESCOM's SR 202324) No 82.95 82.95 30.0 False None None False None False 2488.5 0 3772313 142117 None ele47 Supplying and fixing regular MCB distribution boards on wall/woodboard/flush mounting using required clamps ,bolts,nuts,etc with provision for fixing suitable type capacity MCB's single phase/3phase /double door with powder coated painting. Made out of 14 SWG MS Enclousure. 8 way SP N (Page 18 Item No: 5.19.8 Vol6 Of Ele SR 202324 Each 1946.7 1946.7 4.0 False None None False None False 7786.8 0 3772314 142117 None ele48 Supplying and fixing miniature circuit breakers on existingMCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross3 withShort circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. a ) 6 to 32Amps DP Page 17 Item No: 5.18.4 Vol6 Of SR 202324 Each 775.95 775.95 8.0 False None None False None False 6207.6 0 3772315 142117 None ele49 Supplying and fixing miniature circuit breakers on existingMCB distribution boards using necessary fixing materials and C Type curve, indicator ON/OFF, energy cross3 withShort circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. b) 632Amps TPN Page 17 Item No: 5.18.7 Vol6 Of Ele SR 202324 Each 1802.85 1802.85 3.0 False None None False None False 5408.55 0 3772316 142117 None ele50 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 6942010 a)1.5sqmm Page 5 Item No: 2.3.2 Vol6 Of SR 202324 Mtr 27.48 27.48 360.0 False None None False None False 9892.8 0 3772317 142117 None ele51 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 6942010 b) 2.5 sqmm Page 5 Item No: 2.3.3 Vol6 Of SR 202324 Mtr 44.1 44.1 1000.0 False None None False None False 44100.0 0 3772318 142117 None ele52 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 6942010 c) 4.0sqmm Page 5 Item No 2.3.4 Vol6 Of SR 202324 Mtr 66.15 66.15 800.0 False None None False None False 52920.0 0 3772319 142117 None ele53 Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws a) 19/20mm dia,2mm thick Page 2 Item No: 1.2.1 Vol6 Of SR 202324 Mtr 69.3 69.3 150.0 False None None False None False 10395.0 0 3772320 142117 None ele54 Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws b)25mm dia,2mm thick Page 2 Item No: 1.2.2 Vol6 Of SR 202324 Mtr 81.9 81.9 80.0 False None None False None False 6552.0 0 3772321 142117 None ele55 Supplying heavy gauge PVC conduit pipe…. Dia 2mm, 2.5mm thick with suitable size bends, metal junction boxes, adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18SWG GI fish wire run throut the conduit wherever necessary. a) 19/20mm dia,2mm thick (Page 2 Item No: 1.3.1 Vol6 Of SR 202324) Mtr 71.4 71.4 80.0 False None None False None False 5712.0 0 3772322 142117 None ele56 Supplying heavy gauge PVC conduit pipe…. Dia 2mm, 2.5mm thick with suitable size bends, metal junction boxes, adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18SWG GI fish wire run throut the conduit wherever necessary. b) 25mm dia,2mm thick (Page 2 Item No: 1.3.2 Vol6 Of SR 202324) Mtr 82.95 82.95 30.0 False None None False None False 2488.5 0 3772323 142117 None ele57 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase Neutral) and 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. a)Short point upto 3Mts from tapping pt to out let via Switch boxPage 5 Item No: 2.1.1 Vol6 Of SR 202324 Point 299.25 299.25 15.0 False None None False None False 4488.75 0 3772324 142117 None ele58 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase Neutral) 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. b)Medium point above 3M upto 6M from tapping pt to out let via Switch boxPage 5 Item No: 2.1.2 Vol6 Of SR 202324 Point 413.7 413.7 9.0 False None None False None False 3723.3 0 3772325 142117 None ele59 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase Neutral) 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. c)Long point above 6M upto 10M from tapping pt to out let via Switch box Page 5 Item No: 2.1.3 Vol6 Of SR 202324 Point 598.5 598.5 8.0 False None None False None False 4788.0 0 3772326 142117 None ele60 LT Feeder Piller Box (MS and Thermoset Plastic) : 8 Way with Poreclain Rewireable Cutout and and 1 No of 630 Amps Load Break Switch with Copper Busbar as per IS13947 Part1and2 (Refer Dwg No. BESCOM/GM/QSandS/41 Dtd 24.11.2018) Page 190 Item No: 30.01 Vol6 Of SR 202324 Nos 54724.95 54724.95 2.0 False None None False None False 109449.9 0 3772327 142117 None ele61 Errection of LT Feeder piller box (MS and Thermoset Plastic Enclosure) including necessary civil works like soil excavation concreting etc. complete (Labour Charges in Common SR 202324 (11 kV System) Sl.No. 80, I.No.9.03 , P.No.47 , Vol6, ESCOM's SR 202324) No 1756.65 1756.65 2.0 False None None False None False 3513.3 0 3772328 142117 None ele62 Supplying and flush mounting powder coated / Galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in brick/stone/C.C wall a)6 way Page 8 Item No: 3.4.4 Vol6 Of SR 202324 Each 231.0 231.0 4.0 False None None False None False 924.0 0 3772329 142117 None ele63 Supplying and flush mounting powder coated / Galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in brick/stone/C.C wall b) 1012 way Page 8 Item No: 3.4.6 Vol6 Of SR 202324 Each 334.95 334.95 2.0 False None None False None False 669.9 0 3772330 142117 None ele64 Supplying and fixing Metal fan box with round hook Page 4 Item No: 1.13 Vol6 Of SR 202324 No 122.85 122.85 6.0 False None None False None False 737.1 0 3772331 142117 None ele65 Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. a)6Amps one way Switch (Page 9 Item No: 3.6.1 Vol6 Of SR 202324) Each 107.1 107.1 60.0 False None None False None False 6426.0 0 3772332 142117 None ele66 Supplying and fixing of modular switch and connected accessories on existing modular switch plate as per IS 3854 and IS 1293. b)6Amps Two way Switch (Page 9 Item No: 3.6.2 Vol6 Of SR 202324) Each 174.3 174.3 4.0 False None None False None False 697.2 0 3772333 142117 None ele67 Supplying and fixing of modular switch and connected accessories on existing modular switch plate as per IS 3854 and IS 1293. c)6Amps 3way socket (Page 9 Item No: 3.6.3 Vol6 Of SR 202324) Each 179.55 179.55 24.0 False None None False None False 4309.2 0 3772334 142117 None ele68 Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. d)6/16A universal socket (Page 9 Item No: 3.6.10 Vol6 Of SR 202324) Each 247.8 247.8 6.0 False None None False None False 1486.8 0 3772335 142117 None ele69 Supplying and fixing of modular switch and connected accessories on existing modular switch plate as per IS 3854 and IS 1293. e)16Amps one way switch (Page 9 Item No: 3.6.7 Vol6 Of SR 202324) Each 189.0 189.0 6.0 False None None False None False 1134.0 0 3772336 142117 None ele70 Supplying and fixing of modular switch and connected accessories on existing modular switch plate as per IS 3854 and IS 1293. f)Stepped fan regulator (Page 9 Item No: 3.6.4 Vol6 Of SR 202324) Each 374.85 374.85 6.0 False None None False None False 2249.1 0 3772337 142117 None ele71 Supplying and fixing superior quality modular switch mounting polycorbonate plate with necessary supporting back plate with required nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box.a)6 Module (Page 8 Item No: 3.5.4 Vol6 SR 202324) Each 245.7 245.7 4.0 False None None False None False 982.8 0 3772338 142117 None ele72 Supplying and fixing superior quality modular switch mounting polycorbonate plate with necessary supporting back plate with required nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. b) 10 12 Module (Page 8 Item No: 3.5.6 Vol6 SR 202324) Each 361.2 361.2 2.0 False None None False None False 722.4 0 3772339 142117 None ele73 Supplying of .....feet PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours 70 percentage lumen maintenance with CRI greater than 80. Power Input: 220240Vat50/60Hz Power factor greater than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fighting 4feet 28 watts (Page No.43 Sl No.11.3.2 Vol6 SR 202324) No 724.5 724.5 15.0 False None None False None False 10867.5 0 3772340 142117 None ele74 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 polycarbonate/clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70 percentage, CCT greater than 5500K, IP 66 optical and electrical compartment impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains, Surge Protection Min 5KV along with Over voltage/ Overload, short circuit/ misswiring 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 50/60Hz application. Compliance to IS 10322/ 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 1301m/w, nominal CRI greater than75. Luminaire manufacturer should have in house facility accredited by NABL / CPRI and any Government certified agency and Design and Development facility certified by ISO 90012008 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. LED Streetlight 200 watts(Page 46 Item No: 11.9.2 Vol6 SR 202324) Each 9960.3 9960.3 10.0 False None None False None False 99603.0 0 3772341 142117 None ele75 Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires (Page 56 , Item No: 13.05 Vol6 SR 202324 Nos 170.1 170.1 10.0 False None None False None False 1701.0 0 3772342 142117 None ele76 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 15" Sweep(450 mm) (Page 30 Item No: 6.2.2 Vol6 SR 202324 Each 4668.3 4668.3 6.0 False None None False None False 28009.8 0 3772343 142117 None ele77 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076 inch twin twisted PVC insulated wires, required Nos of round blocks and clamps. (Page 56 Item No: 13.7.1 Vol6 SR 202324 Nos 128.1 128.1 15.0 False None None False None False 1921.5 0 3772344 142117 None ele78 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. (Page 57 Item No: 13.10 Vol6 SR 202324 Nos 179.55 179.55 6.0 False None None False None False 1077.3 0 3772345 142117 None ele79 Supplying fixing and wiring earth electrode for grounding of lift, transformers, DG sets etc. using 40mm dia 2.9mm thick 2.5 m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the electrode.The funnel should be enclosed in a CC chamber of400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all around with alternate layers of salt and charcoal form the bottom of the pipe to the bottom of the CC chamber.The connection from the electrode is to be established through GI strip using GI bolts and nutsPage 54 Item No:12.57 Vol6 Of SR 202324 Nos 4468.8 4468.8 8.0 False None None False None False 35750.4 0 3772346 142117 None ele80 Supplying and running of GI / Copper strips for grounding connections using necessary fixing materials as required b) 600X600X3mm Copper Plate Page 55 Item No: 12.58.11 Vol6 SR 202324 Each 7792.05 7792.05 2.0 False None None False None False 15584.1 0 3772347 142117 None ele81 LT 3 Phase, 4 Wire, CT Operated DLMS Complaint ETV Meter5A, class 0.5s Accuracy (Used for 25 HP/18KW Above Installations, DTC Metering) item no 53.05 item no 399 Vol6 SR 202324 Nos 3565.8 3565.8 1.0 False None None False None False 3565.8 0 3772348 142117 None ele82 PVC Wire 95 SqmmAl Wt: 25 Kg, Total Wt: 36 Kg/100 Mtr Coil sl no 380 item no 49.06 Vol 6 CSR 202324 Coil 11685.45 11685.45 1.0 False None None False None False 11685.45 0 3772349 142117 None ele83 Copper lugs 95sqmm sl no 461 item no 59.05 Vol 6 CSR 202324 Nos 135.45 135.45 4.0 False None None False None False 541.8 0 3772350 142117 None ele84 PG clamps 95 Sqmm(Dwg No. BESCOM/GM/QSS/43 Dtd 24.11.2018) item no 10.01 sl no 61 Vol 6 CSR 202324 Nos 306.39 306.39 4.0 False None None False None False 1225.56 0 3772351 142117 None ele85 GI Fish Plate sl no 45 item no 5.15 Vol 6 CSR 202324 Nos 93.45 93.45 6.0 False None None False None False 560.7 0 3772352 142117 None ele26 LT PANEL 1 Nos 63 kva Transformer Supply, Installation, Testing and Commissioning of METER PANEL 16 GAUGE CRCA SHEET panels including the cost of pedestals required to fix the panels shall be generally as per the SLD and specification). : Fabrication suppling and mountuing MS box, made out 14 SWG suitable floor /wall mounting , fully weather proof with privision for better heat disspation , provided with hinged front cover, equipped with temper proof locking arrangements , with suitable size clamps with necessary cable entey pipe with gland and box should be finsihed with 7 tanks treatment with powder coated paint and finllay finished with approved colour etc,. complete. 14 SWG(P. No. 20, Sl. No. 5.42.1, Vol6, Part3 of PWD Ele SR 2023-24 Sq CM 0.53 0.53 110000.0 False None None False None False 58300.0 0 3772353 142117 None ele27 Supplying of on load change over switches 4 poles, AC23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution) (Page 15 of 105 Item No: 5,12.1. Vol6 of Ele SR 202324 )63 Amps Each 7225.05 7225.05 1.0 False None None False None False 7225.05 0 3772354 142117 None ele28 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts,necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 609472 . (Icu100 lcs). In 4P MCCB, all Poles should have protection for ShortCicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and NonPriority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open).Multipole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. a) FOUR Pole 100 A 25 kA ( PWDElectrical SR 202324 Page no 16 of 105, Item no 5.15.9) Each 8911.35 8911.35 1.0 False None None False None False 8911.35 0 3772355 142117 None ele29 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts,necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 609472 . (Icu100 lcs). In 4P MCCB, all Poles should have protection for ShortCicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and NonPriority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open).Multipole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. b)160Amps 4Pole 25kA Page 17 Item No: 5.15.11 Vol6 of SR 202324 Each 14119.35 14119.35 2.0 False None None False None False 28238.7 0 3772356 142117 None ele30 Supplying fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. a) 5063 A TPN ( PWDElectrical SR 202324 Page no 17of 105, Item no 5.18.9) Each 3242.4 3242.4 4.0 False None None False None False 12969.6 0 1723555581000 1 None None Buildings Weigh Bridge 962000.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3772357 142118 None Approved Rate weigh Bridge Type: Self mounted electronic weigh bridge, Platform material: Mild steel meeting requirements under IS 2062, Anti skid type (chequered), Thickness of platform plate not less than 10mm (7.5m long and 3m width) with proper MS Beams, Weighing capacity: 40ton or Higher, Load cell: 4 load cells with Nickel plated alloy steel body, IP 68 protected, 1/2 hour or higher back up UPS, laser printer type, Display modes:Indicate weight, indicate callibration-Auto zero tracking and callibration to be checked automatically every 5 minutes, Indicator units:Kg, Digital double ended shear beam load cells-10000kg 904No) with mounting kits, ABS Junction Box:01 set with IP65 protection class for connection, cables: Home run cable 12m & inter connections cable between load cell and junction box & weighing electronics 02m, least count:2kg, Acceptable error: +-1kg, 3phase (440 V 50Hz) electric supply, superior quality paint 2 coats machine metal part, with installation and demonstration, Lightening arrester & voltage protector, supply includes computer system,laser printer, UPS & other necessary accessories. No 962000.0 962000.0 1.0 False None None False None False 962000.0 0 1723559766000 0 None None Buildings Construction and demolition of waste processing plant at Hebbala Village Davanagere District 26951397.81 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3772883 142151 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.1.14.1/V1/ Pg no-8 Cum 107.1 107.1 10.12 False None None False None False 1083.852 0 3772948 142151 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 Cum 107.1 107.1 15.3 False None None False None False 1638.63 0 3772959 142151 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 Cum 107.1 107.1 10.0 False None None False None False 1071.0 0 3772986 142151 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 Cum 107.1 107.1 792.0 False None None False None False 84823.2 0 3772974 142151 None 1.15.1 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 ordinary/soft rock without blasting upto 1.5 m depth Cum 381.15 381.15 411.99 False None None False None False 157029.9885 0 3772968 142151 None 2.6 Clearing & grubbing road land including vegetation, bushes,shrubs, saplings by using weed cutter / minor equipment. Note : The top soil removed during clearing and grubbing of site, if suitable for reuse shall be transported, conserved and stacked and shall be incidental to work. 100 Sqm 357.0 357.0 36.0 False None None False None False 12852.0 0 3773075 142151 None Approved Rate weigh Bridge Type: Self mounted electronic weigh bridge, Platform material: Mild steel meeting requirements under IS 2062, Anti skid type (chequered), Thickness of platform plate not less than 10mm (7.5m long and 3m width) with proper MS Beams, Weighing capacity: 40ton or Higher, Load cell: 4 load cells with Nickel plated alloy steel body, IP 68 protected, 1/2 hour or higher back up UPS, laser printer type, Display modes:Indicate weight, indicate callibration-Auto zero tracking and callibration to be checked automatically every 5 minutes, Indicator units:Kg, Digital double ended shear beam load cells-10000kg 904No) with mounting kits, ABS Junction Box:01 set with IP65 protection class for connection, cables: Home run cable 12m & inter connections cable between load cell and junction box & weighing electronics 02m, least count:2kg, Acceptable error: +-1kg, 3phase (440 V 50Hz) electric supply, superior quality paint 2 coats machine metal part, with installation and demonstration, Lightening arrester & voltage protector, supply includes computer system,laser printer, UPS & other necessary accessories. No 962000.0 962000.0 1.0 False None None False None False 962000.0 0 3772990 142151 None ele01 Line Supports (Pole) RCC Pole 9 Mtr Long, 150 Kg WL Sq Section (Dwg No. BESCOM/GM/QS and S/51 Dtd 24.11.2018) as per IS785(Sl.No. 1, I.No. 1.02 , P.No. 3of 81, Vol6, ESCOM's SR 202324) Nos 8731.8 8731.8 10.0 False None None False None False 87318.0 0 3772920 142151 None OB1 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 I.NO 1.14.1/V1/ Pg no-8 Cum 107.1 107.1 16.4 False None None False None False 1756.44 0 3772847 142151 None PV01 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, aution lights, removal of stumps and other deleterious matter ncluding dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. I.No 1.12/V1/Pg no-8 Cum 99.75 99.75 60.0 False None None False None False 5985.0 0 3772865 142151 None VP1 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, aution lights, removal of stumps and other deleterious matter ncluding dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. I.No 1.12/V1/Pg no-8 Cum 99.75 99.75 54.0 False None None False None False 5386.5 0 3772949 142151 None 2.1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Cum 5947.2 5947.2 0.65 False None None False None False 3865.68 0 3772884 142151 None 2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates.2.1.2/V1/ Pg no-15 Cum 5947.2 5947.2 1.96 False None None False None False 11656.512 0 3772960 142151 None 2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) 1:3:6 (M10) 40mm down graded aggregates Cum 6288.45 6288.45 0.09 False None None False None False 565.9605 0 3772975 142151 None 2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 49.78 False None None False None False 296051.616 0 3772987 142151 None 2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 99.0 False None None False None False 622556.55 0 3772969 142151 None 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 1080.0 False None None False None False 559062.0 0 3772991 142151 None ele02 Supply and fixing of 8mtr long PSC pole (Sl.No5, I.No. 1.05 , P.No. 3of 81, Vol6, ESCOM's SR 202324) Nos 3883.95 3883.95 4.0 False None None False None False 15535.8 0 3772921 142151 None OB2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates I.No 2.1/V1/ Pg no-15 Cum 5947.2 5947.2 4.66 False None None False None False 27713.952 0 3772848 142151 None PV02 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 ordinary/soft rock without blasting upto 1.5 m depth I.No 1.15/V1/Pg no 8 Cum 446.25 446.25 64.56 False None None False None False 28809.9 0 3772866 142151 None VP2 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 ordinary/soft rock without blasting upto 1.5 m depth I.No 1.15.2/V1/Pg no 8 Cum 446.25 446.25 54.07 False None None False None False 24128.7375 0 3772976 142151 None 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The Granite/trap/basalt crushed graded coarse egates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle tors, providing weep holes wherever esary, including all lead & lifts, cost of all materials of quality, confirming to the quirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical Secifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 175.47 False None None False None False 1179895.374 0 3772988 142151 None 2.5.1 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9398.03 9398.03 243.0 False None None False None False 2283721.29 0 3772950 142151 None 2.5.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates FOR WALL Cum 10777.73 10777.73 4.64 False None None False None False 50008.6672 0 3772961 142151 None 2.5.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 design mix 20mm nominal size graded aggregates Cum 10777.73 10777.73 0.22 False None None False None False 2371.1006 0 3772970 142151 None 4.2 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 Cum 2346.75 2346.75 270.0 False None None False None False 633622.5 0 3772885 142151 None 5.2 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)5.2/V2/ Pg no 9 Cum 6948.9 6948.9 9.85 False None None False None False 68446.665 0 3772992 142151 None ele03 Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing (Labour Charges in Common SR 202324 (11 kV System) Sl.No. 1, I.No. 1.1.1 , P.No. 43 , Vol6, ESCOM's SR 202324) Nos 629.0 629.0 16.0 False None None False None False 10064.0 0 3772922 142151 None OB3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates I.No 2.1.3/V1/ Pg no-15 Cum 6288.45 6288.45 1.12 False None None False None False 7043.064 0 3772849 142151 None PV03 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates I.No 2.1/V1/ Pg no-15 Cum 5947.2 5947.2 40.36 False None None False None False 240028.992 0 3772867 142151 None VP3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates I.No 2.1/V1/ Pg no-15 Cum 5947.2 5947.2 41.74 False None None False None False 248236.128 0 3772971 142151 None 1.8 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 7480.0 False None None False None False 3722796.0 0 3772989 142151 None 2.11 Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Tonne 93929.85 93929.85 9.0 False None None False None False 845368.65 0 3772962 142151 None 2.11a Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Tonne 93930.0 93930.0 0.02 False None None False None False 1878.6 0 3772951 142151 None 2.5.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates FOR ROOF SLAB Cum 7903.67 7903.67 0.83 False None None False None False 6560.0461 0 3772886 142151 None 8.19.1 Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.8.19.1/V2/ Pg no 44 Cum 267.75 267.75 5.58 False None None False None False 1494.045 0 3772993 142151 None ele04 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth (Labour Charges in Common SR 202324 (11 kV System) Sl.No. 1, I.No. 2.02 , P.No. 44 , Vol6, ESCOM's SR 202324) Nos 1168.65 1168.65 16.0 False None None False None False 18698.4 0 3772977 142151 None NSR-1 Centring and shuttering for Foundation, Sub structure of Cross drainages 5% of Conctrete rate (COMMON SR 2023-24 P.NO 111) Cum 336.21 336.21 124.79 False None None False None False 41955.6459 0 3772923 142151 None OB4 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates FOR FOOTING I.NO 2.4/V1/ Pg no 17 Cum 7170.28 7170.28 2.59 False None None False None False 18571.0252 0 3772850 142151 None PV04 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR FOOTING Cum 7518.42 7518.42 8.1 False None None False None False 60899.202 0 3772868 142151 None VP4 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR FOOTING Cum 7518.42 7518.42 6.75 False None None False None False 50749.335 0 3772887 142151 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates.2.1.3/V1/ Pg no-15 Cum 6288.45 6288.45 0.57 False None None False None False 3584.4165 0 3772952 142151 None 2.5.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates FOR FLOORING Cum 7185.15 7185.15 0.83 False None None False None False 5963.6745 0 3772972 142151 None 4.17 Wet Mix Macadam (Plant mix method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density Cum 2686.95 2686.95 405.0 False None None False None False 1088214.75 0 3772963 142151 None 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 8376.9 8376.9 2.58 False None None False None False 21612.402 0 3772994 142151 None ele05 Concreting materials for 9 Mtr RCC Square Pole Pole concreting 1.2.4, 650x650x1700 mm (PWD Ele SR 202324 Item No 9b) Nos 4719.75 4719.75 16.0 False None None False None False 75516.0 0 3772978 142151 None NSR-2 Centring and shuttering for RCC Columns / Shaft (Slip Centering) 70% of Conctrete rate (COMMON SR 2023-24 P.NO 111) Cum 4706.94 4706.94 50.68 False None None False None False 238547.7192 0 3772924 142151 None OB5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates FOR COLUMN UPTO GROUND LEVEL I.NO 2.4/V1/ Pg no 17 Cum 11286.56 11286.56 0.49 False None None False None False 5530.4144 0 3772851 142151 None PV05 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR PEDESTAL Cum 11834.55 11834.55 2.27 False None None False None False 26864.4285 0 3772869 142151 None VP5 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR PEDESTAL Cum 11834.55 11834.55 1.89 False None None False None False 22367.2995 0 3772973 142151 None 16.28 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work Cum 7091.7 7091.7 540.0 False None None False None False 3829518.0 0 3772979 142151 None 2.11A Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Tonne 93929.85 93929.85 12.31 False None None False None False 1156276.4535 0 3772888 142151 None 2.5.1 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.2.5.1/V1/Pg no-18 Cum 11138.4 11138.4 0.13 False None None False None False 1447.992 0 3772953 142151 None 8.2.1 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. Sqm 309.75 309.75 27.3 False None None False None False 8456.175 0 3772964 142151 None approved rate Providing and laying 100mm size graded coarse aggregates /pebble stones (For filter bed)as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc., (For drainage layers) Cum 2473.0 2473.0 1.75 False None None False None False 4327.75 0 3772995 142151 None ele06 Spiral Earth Electrode (Sl.No.26, I.No. 2.16 , P.No. 4of 81, Vol6, ESCOM's SR 202324) Nos 355.95 355.95 16.0 False None None False None False 5695.2 0 3772925 142151 None OB6 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates FOR PLINTH BEAM I.NO 2.4/V1/ Pg no 17 Cum 9958.73 9958.73 2.51 False None None False None False 24996.4123 0 3772852 142151 None PV06 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR PLINTH BEAM Cum 10442.25 10442.25 7.21 False None None False None False 75288.6225 0 3772870 142151 None VP6 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR PLINTH BEAM Cum 10442.25 10442.25 6.91 False None None False None False 72155.9475 0 3772954 142151 None 15.6 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge Sqm 532.35 532.35 15.38 False None None False None False 8187.543 0 3772965 142151 None 17.3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. Cum 1251.6 1251.6 2.71 False None None False None False 3391.836 0 3772889 142151 None 2.5.1 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.2.5.1/V1/Pg no-18 Cum 10442.25 10442.25 1.62 False None None False None False 16916.445 0 3772980 142151 None 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 1375.5 1375.5 911.6 False None None False None False 1253905.8 0 3772996 142151 None ele07 Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.,)(Labour Charges in Common SR 202324 (11 kV System) Sl.No. 36, I.No.2.08 , P.No. 44 , Vol6, ESCOM's SR 202324) Nos 93.0 93.0 16.0 False None None False None False 1488.0 0 3772926 142151 None OB7 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR COLUMN (ABOVE GROUND LEVEL) Cum 11834.55 11834.55 1.65 False None None False None False 19527.0075 0 3772853 142151 None PV07 Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately )I.NO 2.11/V1/ Pg no-18 Tonne 93929.85 93929.85 1.48 False None None False None False 139016.178 0 3772871 142151 None VP7 Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately )I.NO 2.11/V1/ Pg no-18 Tonne 93929.85 93929.85 1.323 False None None False None False 124269.19155 0 3772955 142151 None 2.11 Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Tonne 93929.85 93929.85 0.86 False None None False None False 80779.671 0 3772890 142151 None 2.11a Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)2.11a/V1/ Pg no-18 Tonne 93929.85 93929.85 0.24 False None None False None False 22543.164 0 3772981 142151 None 8.2.1 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. Sqm 309.75 309.75 2628.08 False None None False None False 814047.78 0 3772966 142151 None approved rate Providing and laying 20mm size graded coarse aggregates /pebble stones (For filter bed)as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc., (For drainage layers) Cum 2695.0 2695.0 0.76 False None None False None False 2048.2 0 3772997 142151 None ele08 Cross Arms (MS and GI) as per IS1977 11 2.01 11 kV, Horizontal Cross Arm Mild Steel (MS) (Dwg No. BESCOM/GM/QSandS/04 Dtd 24.11.2018) (Sl.No2, I.No. 2.01 , P.No. 3of 81, Vol6, ESCOM's SR 202324) Nos 390.6 390.6 10.0 False None None False None False 3906.0 0 3772927 142151 None OB8 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR LINTEL & ROOF BEAM Cum 11138.4 11138.4 1.94 False None None False None False 21608.496 0 3772854 142151 None PV08 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. I.NO 1.9/ V1/ Pg no-7 Cum 279.3 279.3 52.86 False None None False None False 14763.798 0 3772872 142151 None VP8 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. I.NO 1.9/ V1/ Pg no-7 Cum 279.3 279.3 44.59 False None None False None False 12453.987 0 3772956 142151 None 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 279.3 279.3 2.25 False None None False None False 628.425 0 3772891 142151 None 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.6.32/V2/Pg no 17 Sqm 1375.5 1375.5 19.8 False None None False None False 27234.9 0 3772982 142151 None 8.72.1 Finishing walls with water proofing cement paint of required shade :Old work (one coats applied @ 2.20 kg/10 m²) over priming coat of primer applied @ 0.80 litrs/10 m² complete including cost of Priming coat including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 91.35 91.35 2628.08 False None None False None False 240075.108 0 3772967 142151 None approved rate Providing and laying 40mm size graded coarse aggregates /pebble stones for side as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc., (For drainage layers) Cum 2528.0 2528.0 0.97 False None None False None False 2452.16 0 3772998 142151 None ele09 Fixing of VShape/Horizontal cross arm including Single Top Support Brace and Insulator fixing (Labour Charges in Common SR 202324 (11 kV System) Sl.No. 51, I.No.5.03 , P.No. 45 , Vol6, ESCOM's SR 202324) Nos 269.85 269.85 10.0 False None None False None False 2698.5 0 3772928 142151 None OB9 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR ROOF SLAB Cum 10442.25 10442.25 7.43 False None None False None False 77585.9175 0 3772855 142151 None PV09 Wet Mix Macadam (Plant mix method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.I.NO 4.17/406/V3/Pg no-26 Cum 2686.95 2686.95 37.26 False None None False None False 100115.757 0 3772873 142151 None VP9 Wet Mix Macadam (Plant mix method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.I.NO 4.17/406/V3/Pg no-26 Cum 2686.95 2686.95 41.8 False None None False None False 112314.51 0 3772957 142151 None 10.1 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. m 431.55 431.55 12.0 False None None False None False 5178.6 0 3772983 142151 None 11.57 Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. Sqm 18.9 18.9 2510.0 False None None False None False 47439.0 0 3772892 142151 None 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 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.8.1.1/V2/ Pg no 41 Sqm 267.75 267.75 7.22 False None None False None False 1933.155 0 3772999 142151 None ele10 11 kV, HT ST Supprt 50x8mm Flate (MS) (Dwg No. BESCOM/GM/QSS/04 Dtd 24.11.2018) (Sl.No21, I.No. 2.11 , P.No. 4of 81, Vol6, ESCOM's SR 202324) Nos 95.55 95.55 10.0 False None None False None False 955.5 0 3772929 142151 None OB10 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates I.NO 2.5/V1/Pg no-16 FOR CHEJJA Cum 10094.18 10094.18 0.6 False None None False None False 6056.508 0 3772856 142151 None PV10 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work I.NO 16.28/1501/V3/Pg no-148 Cum 6692.7 6692.7 37.26 False None None False None False 249370.002 0 3772874 142151 None VP10 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work I.NO 16.28/1501/V3/Pg no-148 Cum 6692.7 6692.7 41.8 False None None False None False 279754.86 0 3772984 142151 None 11.57 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. Kgs 118.65 118.65 1349.04 False None None False None False 160063.596 0 3772958 142151 None 18.3 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge No 2060.1 2060.1 1.0 False None None False None False 2060.1 0 3772893 142151 None 8.2.1 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.8.2.1/V2/ Pg no-41 Sqm 309.75 309.75 37.57 False None None False None False 11637.3075 0 3773000 142151 None ele11 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) Sl no 52 item no 6.06 CSR 202324 Nos 215.25 215.25 30.0 False None None False None False 6457.5 0 3772930 142151 None OB11 Providing Thermo-Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately )I.NO 2.11/V1/ Pg no-18 Tonne 93929.85 93929.85 1.99 False None None False None False 186920.4015 0 3772857 142151 None PV11 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-in-Charge. I.NO 11.2/V2/ Pg no-75 Kg 118.65 118.65 5338.0 False None None False None False 633353.7 0 3772875 142151 None VP11 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-in-Charge. I.NO 11.2/V2/ Pg no-75 Kg 118.65 118.65 5145.29 False None None False None False 610488.6585 0 3772985 142151 None 11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. Kgs 142.8 142.8 1008.0 False None None False None False 143942.4 0 3772894 142151 None 8.6.2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone 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.8.6.2/V2/ Pg no 42 Sqm 450.45 450.45 33.84 False None None False None False 15243.228 0 3773001 142151 None ele12 DISC Insulator 45 kN Porcelain (Sl.No55, I.No.6.09 , P.No. 5of 81, Vol6, ESCOM's SR 202324) Nos 535.5 535.5 12.0 False None None False None False 6426.0 0 3772931 142151 None OB12 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. I.NO 6.32/V2/Pg no 17 Sqm 1375.5 1375.5 63.65 False None None False None False 87550.575 0 3772858 142151 None PV12 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. I.NO 7.38/V2/ Pg no-26 Sqm 596.4 596.4 240.0 False None None False None False 143136.0 0 3772876 142151 None VP12 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. I.NO 7.38/V2/ Pg no-26 Sqm 596.4 596.4 216.0 False None None False None False 128822.4 0 3772895 142151 None 8.51 Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plasteredwall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.8.51/V2/ Pg no 50 Sqm 105.0 105.0 13.2 False None None False None False 1386.0 0 3773002 142151 None ele13 ACSR Conductor as per IS398 (Part 2/1996) Rabbit ACSR (6/3.35 mm Al plus 1/3.35 mm St), Std Wt: 214 Kg/KM (Sl.No59, I.No. 7.02 , P.No. 3of 81, Vol6, ESCOM's SR 202324) Km 48545.7 48545.7 1.0 False None None False None False 48545.7 0 3772932 142151 None OB13 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 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. . I.NO 8.1.1/V2/ Pg no 41 Sqm 267.75 267.75 34.8 False None None False None False 9317.7 0 3772859 142151 None PV13 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :I.NO 7.39/V2/Pg no-27 m 433.65 433.65 20.0 False None None False None False 8673.0 0 3772877 142151 None VP13 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :I.NO 7.39/V2/Pg no-27 m 433.65 433.65 18.0 False None None False None False 7805.7 0 3772896 142151 None 9.7.1 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile 9.7.1/V2/ Pg no 59 Sqm 1323.0 1323.0 6.96 False None None False None False 9208.08 0 3773003 142151 None ele14 Stringing of conductor Rabbit ACSR, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps (Labour Charges in Common SR 202324 (11 kV System) Sl.No. 64, I.No.6.02 , P.No. 46 , Vol6, ESCOM's SR 202324) Km 4364.0 4364.0 1.0 False None None False None False 4364.0 0 3772933 142151 None OB14 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.I.NO 8.2.1/V2/ Pg no-4 Sqm 309.75 309.75 206.9 False None None False None False 64087.275 0 3772860 142151 None PV14 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : I.NO 8.2.1/V2/ Pg no-41 m 1127.7 1127.7 40.0 False None None False None False 45108.0 0 3772878 142151 None VP14 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : I.NO 8.2.1/V2/ Pg no-41 m 1127.7 1127.7 36.0 False None None False None False 40597.2 0 3772897 142151 None 9.7.2 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile. 9.7.2/V2/ Pg no 59 Sqm 1308.3 1308.3 31.59 False None None False None False 41329.197 0 3773004 142151 None ele15 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS1977 For 25/63/100 kVA 4/5 Star Rated Transformer on PSCC Pole 9 Mtr Long, 300 Kg WL GI item no 21.02 sl no 141 Nos 32823.0 32823.0 1.0 False None None False None False 32823.0 0 3772934 142151 None OB15 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.I.NO 9.12/V2/Pg no 60 Sqm 1202.25 1202.25 39.81 False None None False None False 47861.5725 0 3772861 142151 None PV15 Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade :Two coats on new work afterthoroughly brooming the surface to remove all dirt, dust, mortar dropsand foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and as perdirections of Engineer-in-charge.e.I.NO 8.40/V2/pg-48 Sqm 120.75 120.75 250.0 False None None False None False 30187.5 0 3772879 142151 None VP15 Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade :Two coats on new work afterthoroughly brooming the surface to remove all dirt, dust, mortar dropsand foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and as perdirections of Engineer-in-charge.e.I.NO 8.40/V2/pg-48 Sqm 120.75 120.75 225.0 False None None False None False 27168.75 0 3772898 142151 None 8.25 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. 8.25/V2/ Pg no 45 Sqm 143.85 143.85 13.2 False None None False None False 1898.82 0 3773005 142151 None ele16 LT Protection Kit(Dwg No. BESCOM/GM/QSS/10 Dtd 24.11.2018) (Sl.No133, I.No. 17.01 , P.No. 3of 81, Vol6, ESCOM's SR 202324) Nos 2379.0 2379.0 1.0 False None None False None False 2379.0 0 3772935 142151 None OB16 Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plasteredwall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.I.NO 8.2.1/V2/ Pg no-41 Sqm 105.0 105.0 241.7 False None None False None False 25378.5 0 3772862 142151 None PV16 Providing PVC ringtite pipes conforming to IS 4985:2000 with latestamendments and conveying to worksite, rolling and lowering intotrenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinationsand cuts of pipes wherever necessary including jointing of PVC pipesand specials (excluding cost of specials) with jointing of approvedtype, with all labour with all lead & lift including encasing the pipealround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete PVC pipes 110mm dia., 6 kg/sqcm & class 3 I.NO 10.1.7/V5/pg-113 Sqm 431.55 431.55 24.0 False None None False None False 10357.2 0 3772880 142151 None VP16 Providing PVC ringtite pipes conforming to IS 4985:2000 with latestamendments and conveying to worksite, rolling and lowering intotrenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinationsand cuts of pipes wherever necessary including jointing of PVC pipesand specials (excluding cost of specials) with jointing of approvedtype, with all labour with all lead & lift including encasing the pipealround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete PVC pipes 110mm dia., 6 kg/sqcm & class 3 I.NO 10.1.7/V5/pg-113 Sqm 431.55 431.55 24.0 False None None False None False 10357.2 0 3772899 142151 None 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign 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. 8.33.1/V2/ Pg no 46 Sqm 91.35 91.35 33.84 False None None False None False 3091.284 0 3773006 142151 None ele17 H Frame Set for fixing 11 kV, 200 Amps Single Break GOS (For DP structure for providing New GOS for sectionalisation) MS (Sl.No2, I.No. 2.01 , P.No. 3of 81, Vol6, ESCOM's SR 202324) Nos 4548.6 4548.6 2.0 False None None False None False 9097.2 0 3772936 142151 None OB17 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-chargeI.NO 8.25/V2/ Pg no 45 Sqm 143.85 143.85 241.7 False None None False None False 34768.545 0 3772863 142151 None PV17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. I.NO 6.33/V2/Pg no 17 Sqm 1292.55 1292.55 2.25 False None None False None False 2908.2375 0 3772881 142151 None VP17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. I.NO 6.33/V2/Pg no 17 Sqm 1292.55 1292.55 4.5 False None None False None False 5816.475 0 3772900 142151 None 12.55.1 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges.12.55.1/V2/ Pg no 106 Sqm 2484.3 2484.3 3.15 False None None False None False 7825.545 0 3773007 142151 None ele18 11 kV, 200 Amps Single Break GOS, Vertically Operated (Sl.No168, I.No. 24.03 , P.No.11, Vol6, ESCOM's SR 202324) Set 14413.35 14413.35 2.0 False None None False None False 28826.7 0 3772937 142151 None OB18 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign 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 I.NO 8.33.1/V2/ Pg no 46 Sqm 165.9 165.9 107.48 False None None False None False 17830.932 0 3772864 142151 None PV18 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. I.NO 8.2.1/V2/ Pg no-41 Sqm 309.75 309.75 5.76 False None None False None False 1784.16 0 3772882 142151 None VP18 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. I.NO 8.2.1/V2/ Pg no-41 Sqm 309.75 309.75 5.76 False None None False None False 1784.16 0 3772901 142151 None 12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge.12.54/V2/Pg no 105 m 333.9 333.9 9.8 False None None False None False 3272.22 0 3773008 142151 None ele19 Fixing of GOS including wiring (11 kV Single Break 200 Amps) (Labour Charges in Common SR 202324 (11 kV System) Sl.No. 97, I.No.13.02 , P.No.48 , Vol6, ESCOM's SR 202324) Set 1104.0 1104.0 2.0 False None None False None False 2208.0 0 3772938 142151 None OB19 Providing and fixing in position fully panelled Honne 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 I.NO 12.17/V2/ Pg no 100 Sqm 7439.25 7439.25 4.2 False None None False None False 31244.85 0 3772902 142151 None 12.11 Providing Honne 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.12.11/V2/ Pg no 99 Cum 144977.7 144977.7 0.044 False None None False None False 6379.0188 0 3773009 142151 None ele20 9 kV, 5 kA Lightning Arrester Metal Oxide Ceramic type with GROUND DISCONNECTOR (Dwg No. BESCOM/GM/QSS/26 Dtd 24.10.2007) (Sl.No137, I.No. 19.01 , P.No.9, Vol6, ESCOM's SR 202324) No 966.0 966.0 3.0 False None None False None False 2898.0 0 3772939 142151 None OB20 Providing and fixing in position Honne wood half panelled shutters at bottom and half glazed at top for window shutters with stiles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) I.NO 12.36/V2/ Pg no 103 Sqm 7264.95 7264.95 5.76 False None None False None False 41846.112 0 3772903 142151 None 12.48 Providing and fixing in position fully glazed for windows shutters with Honne wood stiles and rails of 25mm. thick, 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures)12.48/V2/ Pg no 104 Sqm 5072.55 5072.55 0.54 False None None False None False 2739.177 0 3773010 142151 None ele21 Fixing of 3 Nos Lightning Arrestor including wiring (Labour Charges in Common SR 202324 (11 kV System) Sl.No.101, I.No.13.06 , P.No.48 , Vol6, ESCOM's SR 202324) Set 119.0 119.0 1.0 False None None False None False 119.0 0 3772940 142151 None OB21 Providing Honne 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. I.NO 12.11/V2/ Pg no 99 Cum 144977.7 144977.7 0.31 False None None False None False 44943.087 0 3772904 142151 None 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign 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.8.33.1/V2/ Pg no 46 Sqm 165.9 165.9 1.22 False None None False None False 202.398 0 3773011 142151 None ele22 11 kV, HG Fuse Unit with Solid Core Insulator (Dwg No. BESCOM/GM/QSS/21 Dtd 24.11.2018) 3 nos (Sl.No139, I.No. 20.01 , P.No.9, Vol6, ESCOM's SR 202324) Set 1122.45 1122.45 1.0 False None None False None False 1122.45 0 3772941 142151 None OB22 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. I.NO 8.34.1/V2/ Pg no 47 Sqm 55.65 55.65 22.44 False None None False None False 1248.786 0 3772905 142151 None 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.14.1.1/V2/Pg no 123 Each 5128.2 5128.2 2.0 False None None False None False 10256.4 0 3773012 142151 None ele23 Fixing DOLO Cutout/Horn Gap Fuse including fixing of cross arm and wiring (Labour Charges in Common SR 202324 (11 kV System) Sl.No.96, I.No.13.01 , P.No.48 , Vol6, ESCOM's SR 202324) Set 237.0 237.0 1.0 False None None False None False 237.0 0 3772942 142151 None OB23 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge I.NO 8.33.2/V2/ Pg no 46 Sqm 144.9 144.9 22.44 False None None False None False 3251.556 0 3772906 142151 None 14.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern.14.4/V2/Pg no 131 Each 4676.7 4676.7 4.0 False None None False None False 18706.8 0 3773013 142151 None ele24 Distribution Transformer 3Distribution Transformer 3 Phase,11kV/433V Stacked CRGO Core with Oil as per IS1180 (Part1): 2014. 63 kVA, Aluminum Wdg, Star 2 (5 Star)Aluminium Wdg, Star 2 (5 Star) Bushing type As per ESCOM SR 202324 page no 7 of 81, SL NO 88 item no 12.04 No 191672.25 191672.25 1.0 False None None False None False 191672.25 0 3772943 142151 None OB24 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. I.NO 8.34.3/ V2/ Pg no 47 Sqm 52.5 52.5 5.76 False None None False None False 302.4 0 3772907 142151 None 14.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.14.7.1/V2/Pg no 132 Each 3236.1 3236.1 1.0 False None None False None False 3236.1 0 3773014 142151 None ele25 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools other appurtenaces required to complete the work. ( Sl.No.1.4, I.No.1.4.1 , P.No. 5 , Vol1, PWD SR 202324) Cum 242.0 242.0 150.0 False None None False None False 36300.0 0 3772944 142151 None OB25 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. I.NO 8.33.3/V2/ Pg no 47 Sqm 145.95 145.95 5.76 False None None False None False 840.672 0 3772908 142151 None 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti tions by cutting a chase of appropriate width with chase cutter and embed ding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth.10.8/V2/Pg no 70 Sqm 2928.45 2928.45 0.6 False None None False None False 1757.07 0 3773015 142151 None ele31 Supplying 250 A 4 x 50 x 10 mm A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/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 a) 250 A 4 x 30 x 10 mm Aluminium Strips ( PWDElectrical SR 202324 Page no 20of 105, Item no 5.40.2) m 3606.75 3606.75 5.5 False None None False None False 19837.125 0 3772945 142151 None OB26 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 steel windows by welding I.NO 11.34A/V2/ Pg no 85 Kgs 176.4 176.4 120.96 False None None False None False 21337.344 0 3772909 142151 None 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes. Vol II I.No. 13.31.3 P.No. 122 m 333.9 333.9 30.0 False None None False None False 10017.0 0 3773016 142151 None ele32 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 delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board. ( PWDElectrical SR 202324 Page no 18 of 105, Item no 5.21) Each 9717.75 9717.75 1.0 False None None False None False 9717.75 0 3772946 142151 None OB27 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 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 & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.I.NO 15.1/V2/ Pg no 133 Sqm 857.85 857.85 49.5 False None None False None False 42463.575 0 3772910 142151 None 10.1.6 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 90mm dia., 6 kg/sqcm & class 3 Vol V I.No. 10.1.6 P.No. 113 m 308.7 308.7 24.0 False None None False None False 7408.8 0 3773017 142151 None ele33 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. ( PWDElectrical SR 202324 Page no 19 of 105, Item no 5.38) Each 540.75 540.75 3.0 False None None False None False 1622.25 0 3772947 142151 None OB28 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. I.NO 1.9/ V1/ Pg no-7 Cum 279.3 279.3 10.15 False None None False None False 2834.895 0 3772911 142151 None 10.1.9 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 160mm dia., 6 kg/sqcm & class 3. Vol V I.No. 10.1.9 P.No. 113 m 648.9 648.9 20.0 False None None False None False 12978.0 0 3773018 142151 None ele34 Supplying, fixing and wiring 3 Phase Digital Ammeter / Voltmeter ( PWDElectrical SR 202324 Page no 19 of 105, Item no 5.29) Each 1496.25 1496.25 2.0 False None None False None False 2992.5 0 3772912 142151 None 14.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. Vol II I.No. 14.29 P.No. 136 Each 49.35 49.35 4.0 False None None False None False 197.4 0 3773019 142151 None ele35 Supply and fixing of angle iron frame work fabricated out of ms angle iron,.. With bolts , washer, etc, and painted with 2 coat of red oxide and then two coats of approved paint. 75 x 75 x 6 mm (P. No. 20, Sl. No. 5.41.3, Vol6, PartIII of PWD Ele SR 202324) m 582.75 582.75 15.0 False None None False None False 8741.25 0 3772913 142151 None 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.Vol II I.No. 14.31 P.No. 136 Each 1281.0 1281.0 2.0 False None None False None False 2562.0 0 3773020 142151 None ele36 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. Page 19 Item No: 5.33 Vol6 of SR 202324 Each 9780.75 9780.75 1.0 False None None False None False 9780.75 0 3772914 142151 None 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.Vol II I.No. 13.34 P.No. 123 l 9.45 9.45 500.0 False None None False None False 4725.0 0 3773021 142151 None ele37 Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer. Class 0.5 accuracy with Tape Wound. Page 19 Item No: 5.34 Vol6 of Ele SR 202324 Each 590.1 590.1 3.0 False None None False None False 1770.3 0 3772915 142151 None 14.55 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class ECONOMY Vol II I.No. 14.55 P.No. 139 No 1172.85 1172.85 5.0 False None None False None False 5864.25 0 3773022 142151 None ele38 Supplying ,fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 volts grade, for power factor improvement of rotating machineries like induction motor.. Cost per KVAR.Page 19 Item No: 5.37 Vol6 of SR 202324 Kvar 504.0 504.0 15.0 False None None False None False 7560.0 0 3772916 142151 None 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete.Vol II I.No. 13.59 P.No. 127 No 231.0 231.0 3.0 False None None False None False 693.0 0 3773023 142151 None ele39 Supplying of 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS1554 (Part 1) or IS7098 Part1, Armouring strip thickness and resistivity as per IS3975 a) 3.5core x 240 sqmm (Page 13 of 81 Item No: 32.18Vol6 Of Ele Escom SR 202324) Km 905799.3 905799.3 0.1 False None None False None False 90579.93 0 3772917 142151 None 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.1.9/ V1/ Pg no-7 Cum 279.3 279.3 3.36 False None None False None False 938.448 0 3773024 142151 None ele40 Supplying of 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS1554 (Part 1) or IS7098 Part1, Armouring strip thickness and resistivity as per IS3975 c) 4core x 50 sqmm(Page 13 Item No: 32.12 Vol6 Of SR 202324) Km 217553.7 217553.7 0.2 False None None False None False 43510.74 0 3772918 142151 None 13.32.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia Pipes.Vol II I.No. 13.32.1 P.No. 122 m 324.45 324.45 30.0 False None None False None False 9733.5 0 3773025 142151 None ele41 Supplying of 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS1554 (Part 1) or IS7098 Part1, Armouring strip thickness and resistivity as per IS3975 c) 4core x 16 sqmm(Page 13 Item No: 32.05 Vol6 Of SR 202324) Km 148934.1 148934.1 0.6 False None None False None False 89360.46 0 3772919 142151 None 14.40.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g.Vol II I.No. 14.40.2 P.No. 137 Each 520.8 520.8 2.0 False None None False None False 1041.6 0 3773026 142151 None ele42 Labour Charges for laying of 1.1Kv class UG cable when supplied departmentally/agency in existing trench GI pipe/stoneware pipe/on wall /on pole as required In existing trench/duct a) 2.5sqmm to 25sqmm (Page 41 Item No: 21.05 Of Ele SR 202324) Km 20886.0 20886.0 0.6 False None None False None False 12531.6 0 3773027 142151 None ele43 Labour Charges for laying of 1.1Kv class UG cable when supplied departmentally/agency in existing trench GI pipe/stoneware pipe/on wall /on pole as required In existing trench/duct b) 35sqmm to 95sqmm (Page 41 Item No: 21.06 Of Ele SR 202324) Km 31139.0 31139.0 0.15 False None None False None False 4670.85 0 3773028 142151 None ele44 Labour Charges for laying of 1.1Kv class UG cable when supplied departmentally/agency in existing trench GI pipe/stoneware pipe/on wall /on pole as required In existing trench/duct c) 120sqmm to 240sqmm (Page 41 Item No: 21.07 Of Ele SR 20232024 Km 32278.0 32278.0 0.1 False None None False None False 3227.8 0 3773029 142151 None ele45 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes Heavy Duty Copper Terminal Long Barrel a) 240 Sqmm Copper Terminal, Apprx Wt: 218 Gm (Sl.No. 462, item no 59.10, P.No. 26,Vol 6 Escom SR 202324) No 372.75 372.75 24.0 False None None False None False 8946.0 0 3773030 142151 None ele46 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes Heavy Duty Copper Terminal Long Barrel b) Brass Cable Gland for 10 to 16 mm cable 25 Sqmm(P. No. 28 of 81 Escom SR, Sl. No.507, I. No. 63.01, Vol6, PartIII of ESCOM's SR 202324) No 82.95 82.95 30.0 False None None False None False 2488.5 0 3773031 142151 None ele47 Supplying and fixing regular MCB distribution boards on wall/woodboard/flush mounting using required clamps ,bolts,nuts,etc with provision for fixing suitable type capacity MCB's single phase/3phase /double door with powder coated painting. Made out of 14 SWG MS Enclousure. 8 way SP N (Page 18 Item No: 5.19.8 Vol6 Of Ele SR 202324 Each 1946.7 1946.7 4.0 False None None False None False 7786.8 0 3773032 142151 None ele48 Supplying and fixing miniature circuit breakers on existingMCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross3 withShort circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. a ) 6 to 32Amps DP Page 17 Item No: 5.18.4 Vol6 Of SR 202324 Each 775.95 775.95 8.0 False None None False None False 6207.6 0 3773033 142151 None ele49 Supplying and fixing miniature circuit breakers on existingMCB distribution boards using necessary fixing materials and C Type curve, indicator ON/OFF, energy cross3 withShort circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. b) 632Amps TPN Page 17 Item No: 5.18.7 Vol6 Of Ele SR 202324 Each 1802.85 1802.85 3.0 False None None False None False 5408.55 0 3773034 142151 None ele50 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 6942010 a)1.5sqmm Page 5 Item No: 2.3.2 Vol6 Of SR 202324 Mtr 27.48 27.48 360.0 False None None False None False 9892.8 0 3773035 142151 None ele51 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 6942010 b) 2.5 sqmm Page 5 Item No: 2.3.3 Vol6 Of SR 202324 Mtr 44.1 44.1 1000.0 False None None False None False 44100.0 0 3773036 142151 None ele52 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 6942010 c) 4.0sqmm Page 5 Item No 2.3.4 Vol6 Of SR 202324 Mtr 66.15 66.15 800.0 False None None False None False 52920.0 0 3773037 142151 None ele53 Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws a) 19/20mm dia,2mm thick Page 2 Item No: 1.2.1 Vol6 Of SR 202324 Mtr 69.3 69.3 150.0 False None None False None False 10395.0 0 3773038 142151 None ele54 Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws b)25mm dia,2mm thick Page 2 Item No: 1.2.2 Vol6 Of SR 202324 Mtr 81.9 81.9 80.0 False None None False None False 6552.0 0 3773039 142151 None ele55 Supplying heavy gauge PVC conduit pipe…. Dia 2mm, 2.5mm thick with suitable size bends, metal junction boxes, adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18SWG GI fish wire run throut the conduit wherever necessary. a) 19/20mm dia,2mm thick (Page 2 Item No: 1.3.1 Vol6 Of SR 202324) Mtr 71.4 71.4 80.0 False None None False None False 5712.0 0 3773040 142151 None ele56 Supplying heavy gauge PVC conduit pipe…. Dia 2mm, 2.5mm thick with suitable size bends, metal junction boxes, adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18SWG GI fish wire run throut the conduit wherever necessary. b) 25mm dia,2mm thick (Page 2 Item No: 1.3.2 Vol6 Of SR 202324) Mtr 82.95 82.95 30.0 False None None False None False 2488.5 0 3773041 142151 None ele57 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase Neutral) and 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. a)Short point upto 3Mts from tapping pt to out let via Switch boxPage 5 Item No: 2.1.1 Vol6 Of SR 202324 Point 299.25 299.25 15.0 False None None False None False 4488.75 0 3773042 142151 None ele58 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase Neutral) 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. b)Medium point above 3M upto 6M from tapping pt to out let via Switch boxPage 5 Item No: 2.1.2 Vol6 Of SR 202324 Point 413.7 413.7 9.0 False None None False None False 3723.3 0 3773043 142151 None ele59 Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase Neutral) 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. c)Long point above 6M upto 10M from tapping pt to out let via Switch box Page 5 Item No: 2.1.3 Vol6 Of SR 202324 Point 598.5 598.5 8.0 False None None False None False 4788.0 0 3773044 142151 None ele60 LT Feeder Piller Box (MS and Thermoset Plastic) : 8 Way with Poreclain Rewireable Cutout and and 1 No of 630 Amps Load Break Switch with Copper Busbar as per IS13947 Part1and2 (Refer Dwg No. BESCOM/GM/QSandS/41 Dtd 24.11.2018) Page 190 Item No: 30.01 Vol6 Of SR 202324 Nos 54724.95 54724.95 2.0 False None None False None False 109449.9 0 3773045 142151 None ele61 Errection of LT Feeder piller box (MS and Thermoset Plastic Enclosure) including necessary civil works like soil excavation concreting etc. complete (Labour Charges in Common SR 202324 (11 kV System) Sl.No. 80, I.No.9.03 , P.No.47 , Vol6, ESCOM's SR 202324) No 1756.65 1756.65 2.0 False None None False None False 3513.3 0 3773046 142151 None ele62 Supplying and flush mounting powder coated / Galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in brick/stone/C.C wall a)6 way Page 8 Item No: 3.4.4 Vol6 Of SR 202324 Each 231.0 231.0 4.0 False None None False None False 924.0 0 3773047 142151 None ele63 Supplying and flush mounting powder coated / Galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in brick/stone/C.C wall b) 1012 way Page 8 Item No: 3.4.6 Vol6 Of SR 202324 Each 334.95 334.95 2.0 False None None False None False 669.9 0 3773048 142151 None ele64 Supplying and fixing Metal fan box with round hook Page 4 Item No: 1.13 Vol6 Of SR 202324 No 122.85 122.85 6.0 False None None False None False 737.1 0 3773049 142151 None ele65 Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. a)6Amps one way Switch (Page 9 Item No: 3.6.1 Vol6 Of SR 202324) Each 107.1 107.1 60.0 False None None False None False 6426.0 0 3773050 142151 None ele66 Supplying and fixing of modular switch and connected accessories on existing modular switch plate as per IS 3854 and IS 1293. b)6Amps Two way Switch (Page 9 Item No: 3.6.2 Vol6 Of SR 202324) Each 174.3 174.3 4.0 False None None False None False 697.2 0 3773051 142151 None ele67 Supplying and fixing of modular switch and connected accessories on existing modular switch plate as per IS 3854 and IS 1293. c)6Amps 3way socket (Page 9 Item No: 3.6.3 Vol6 Of SR 202324) Each 179.55 179.55 24.0 False None None False None False 4309.2 0 3773052 142151 None ele68 Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. d)6/16A universal socket (Page 9 Item No: 3.6.10 Vol6 Of SR 202324) Each 247.8 247.8 6.0 False None None False None False 1486.8 0 3773053 142151 None ele69 Supplying and fixing of modular switch and connected accessories on existing modular switch plate as per IS 3854 and IS 1293. e)16Amps one way switch (Page 9 Item No: 3.6.7 Vol6 Of SR 202324) Each 189.0 189.0 6.0 False None None False None False 1134.0 0 3773054 142151 None ele70 Supplying and fixing of modular switch and connected accessories on existing modular switch plate as per IS 3854 and IS 1293. f)Stepped fan regulator (Page 9 Item No: 3.6.4 Vol6 Of SR 202324) Each 374.85 374.85 6.0 False None None False None False 2249.1 0 3773055 142151 None ele71 Supplying and fixing superior quality modular switch mounting polycorbonate plate with necessary supporting back plate with required nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box.a)6 Module (Page 8 Item No: 3.5.4 Vol6 SR 202324) Each 245.7 245.7 4.0 False None None False None False 982.8 0 3773056 142151 None ele72 Supplying and fixing superior quality modular switch mounting polycorbonate plate with necessary supporting back plate with required nos. of machine screwes, bolts nuts etc., complete on the existing metal/PVC box. b) 10 12 Module (Page 8 Item No: 3.5.6 Vol6 SR 202324) Each 361.2 361.2 2.0 False None None False None False 722.4 0 3773057 142151 None ele73 Supplying of .....feet PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours 70 percentage lumen maintenance with CRI greater than 80. Power Input: 220240Vat50/60Hz Power factor greater than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fighting 4feet 28 watts (Page No.43 Sl No.11.3.2 Vol6 SR 202324) No 724.5 724.5 15.0 False None None False None False 10867.5 0 3773058 142151 None ele74 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 polycarbonate/clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70 percentage, CCT greater than 5500K, IP 66 optical and electrical compartment impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains, Surge Protection Min 5KV along with Over voltage/ Overload, short circuit/ misswiring 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 50/60Hz application. Compliance to IS 10322/ 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 1301m/w, nominal CRI greater than75. Luminaire manufacturer should have in house facility accredited by NABL / CPRI and any Government certified agency and Design and Development facility certified by ISO 90012008 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. LED Streetlight 200 watts(Page 46 Item No: 11.9.2 Vol6 SR 202324) Each 9960.3 9960.3 10.0 False None None False None False 99603.0 0 3773059 142151 None ele75 Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires (Page 56 , Item No: 13.05 Vol6 SR 202324 Nos 170.1 170.1 10.0 False None None False None False 1701.0 0 3773060 142151 None ele76 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 15" Sweep(450 mm) (Page 30 Item No: 6.2.2 Vol6 SR 202324 Each 4668.3 4668.3 6.0 False None None False None False 28009.8 0 3773061 142151 None ele77 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076 inch twin twisted PVC insulated wires, required Nos of round blocks and clamps. (Page 56 Item No: 13.7.1 Vol6 SR 202324 Nos 128.1 128.1 15.0 False None None False None False 1921.5 0 3773062 142151 None ele78 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. (Page 57 Item No: 13.10 Vol6 SR 202324 Nos 179.55 179.55 6.0 False None None False None False 1077.3 0 3773063 142151 None ele79 Supplying fixing and wiring earth electrode for grounding of lift, transformers, DG sets etc. using 40mm dia 2.9mm thick 2.5 m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the electrode.The funnel should be enclosed in a CC chamber of400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all around with alternate layers of salt and charcoal form the bottom of the pipe to the bottom of the CC chamber.The connection from the electrode is to be established through GI strip using GI bolts and nutsPage 54 Item No:12.57 Vol6 Of SR 202324 Nos 4468.8 4468.8 8.0 False None None False None False 35750.4 0 3773064 142151 None ele80 Supplying and running of GI / Copper strips for grounding connections using necessary fixing materials as required b) 600X600X3mm Copper Plate Page 55 Item No: 12.58.11 Vol6 SR 202324 Each 7792.05 7792.05 2.0 False None None False None False 15584.1 0 3773065 142151 None ele81 LT 3 Phase, 4 Wire, CT Operated DLMS Complaint ETV Meter5A, class 0.5s Accuracy (Used for 25 HP/18KW Above Installations, DTC Metering) item no 53.05 item no 399 Vol6 SR 202324 Nos 3565.8 3565.8 1.0 False None None False None False 3565.8 0 3773066 142151 None ele82 PVC Wire 95 SqmmAl Wt: 25 Kg, Total Wt: 36 Kg/100 Mtr Coil sl no 380 item no 49.06 Vol 6 CSR 202324 Coil 11685.45 11685.45 1.0 False None None False None False 11685.45 0 3773067 142151 None ele83 Copper lugs 95sqmm sl no 461 item no 59.05 Vol 6 CSR 202324 Nos 135.45 135.45 4.0 False None None False None False 541.8 0 3773068 142151 None ele84 PG clamps 95 Sqmm(Dwg No. BESCOM/GM/QSS/43 Dtd 24.11.2018) item no 10.01 sl no 61 Vol 6 CSR 202324 Nos 306.39 306.39 4.0 False None None False None False 1225.56 0 3773069 142151 None ele85 GI Fish Plate sl no 45 item no 5.15 Vol 6 CSR 202324 Nos 93.45 93.45 6.0 False None None False None False 560.7 0 3773070 142151 None ele26 LT PANEL 1 Nos 63 kva Transformer Supply, Installation, Testing and Commissioning of METER PANEL 16 GAUGE CRCA SHEET panels including the cost of pedestals required to fix the panels shall be generally as per the SLD and specification). : Fabrication suppling and mountuing MS box, made out 14 SWG suitable floor /wall mounting , fully weather proof with privision for better heat disspation , provided with hinged front cover, equipped with temper proof locking arrangements , with suitable size clamps with necessary cable entey pipe with gland and box should be finsihed with 7 tanks treatment with powder coated paint and finllay finished with approved colour etc,. complete. 14 SWG(P. No. 20, Sl. No. 5.42.1, Vol6, Part3 of PWD Ele SR 2023-24 Sq CM 0.53 0.53 110000.0 False None None False None False 58300.0 0 3773071 142151 None ele27 Supplying of on load change over switches 4 poles, AC23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution) (Page 15 of 105 Item No: 5,12.1. Vol6 of Ele SR 202324 )63 Amps Each 7225.05 7225.05 1.0 False None None False None False 7225.05 0 3773072 142151 None ele28 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts,necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 609472 . (Icu100 lcs). In 4P MCCB, all Poles should have protection for ShortCicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and NonPriority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open).Multipole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. a) FOUR Pole 100 A 25 kA ( PWDElectrical SR 202324 Page no 16 of 105, Item no 5.15.9) Each 8911.35 8911.35 1.0 False None None False None False 8911.35 0 3773073 142151 None ele29 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts,necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 609472 . (Icu100 lcs). In 4P MCCB, all Poles should have protection for ShortCicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and NonPriority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open).Multipole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. b)160Amps 4Pole 25kA Page 17 Item No: 5.15.11 Vol6 of SR 202324 Each 14119.35 14119.35 2.0 False None None False None False 28238.7 0 3773074 142151 None ele30 Supplying fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. a) 5063 A TPN ( PWDElectrical SR 202324 Page no 17of 105, Item no 5.18.9) Each 3242.4 3242.4 4.0 False None None False None False 12969.6 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1723555582000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1723555582000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1723555582000 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 1723555582000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1723555582000 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 1723555640000 0 None None ELIGIBILITY Corrigendum / modifications / correction, if any, will be published in the KPP portal only. None 1723555650000 0 None None ELIGIBILITY Tenderers are required to read the Bid Documents carefully before submission of their bid. Any discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected. The Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever. Conditional tenders will not be accepted. None 1723555657000 0 None None ELIGIBILITY As per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27-07-2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. Royalty on construction materials and other taxes will be deducted as per prevailing Govt., orders as may be modified from time to time. None 1723555662000 0 None None ELIGIBILITY Work done certificate should be issued by competent authority not below the rank of Executive Engineer and Submitted Work done certificate should include E-PROCUREMENT INDENT NUMBER. The Tenderer shall scan Original Workdone certificates / Turnover Statements and any other documents specified by the employer and attach the scanned file to the Bid. The Original Documents shall be produced for physical verification within one week from the date of Technical bid opening or when called for during evaluation of tender. None 1723555674000 0 None None ELIGIBILITY As per Government Order NO: FD 675 EXP 12 /2020 Banglore Dated 22-12-2020 action will be taken if the documents submitted by the tenderer found to be misleading /forged or fake. None 1723555681000 0 None None ELIGIBILITY Bidders have to quote and execute the work as per the detailed specification given in Sanctioned estimate and the instructions of the Engineer incharge. The copy of the estimate can be obtained from the Asst. Executive Engineers office, City Corporation Davanagere during Office hours. None 1723555686000 0 None None ELIGIBILITY Certificate of registration in the labor Department / Provident Fund / ESI should be enclosed and shall engage a construction worker who is registered with the Karnataka Building and construction Workers Welfare Board. None 1723555691000 0 None None ELIGIBILITY As per the Govt. Order No.DE 447 Exp-12/2022 Dated : 30-07-2022 GST will be added to the contract amount separately. None 1723555697000 2 None None ELIGIBILITY The tenderer should be a PWD registered Contractor - Class-2 and above None 1723555702000 0 None None ELIGIBILITY Bidder shall comply with all provisions of Manual scavengers act 2013 and rules made there under including administrative orders advisories any issued by the government from time to time None 1723555763000 0 None None ELIGIBILITY a) Financial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of the 2024-25. b) The Tenderer should maintain the Work during defective liability period i.e., TWO Year from the completion date. c) The Tenders are invited as per Standard tender Bid Document, All terms and conditions as per tender documents and Other details can be seen in the tender documents. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) 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. xxxxxxx (80% of estimated cost of tender) None None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None 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 Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None 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 tenderer in his name should have in the last five years i.e., 2019-20 TO 2023-24 Satisfactory completed, at least one similar work of value not less than Rs. 137.24 Lakhs as prime contractor (Work Done certificate with E-procurement Indent number and issued by the officer not below the rank of Executive Engineer or Equivalent) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The tenderer should have executed in any one year 2019-20 TO 2023-24 for a continuous period of 12 months in last five years the following minimum quantities of work Sl.No item Description quantity exucted unit 1. Earthwork Embankment 7175.00 cum, 2. PCC RCC 1015.00 cum, 3. TMT 22.00 Tonne, 5. GSB WMM 387.24Cum 6. Galvanised Sheet 456.00 Sqm 7. Solid Concrete Blocks Brick Masonry 803.00 Sqm etc Work done certificate with Eproc indent and issued by the officer not bellow the rank of Executive Engineer of Equivalent 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 1. Hydraulic Excavator 2No 2. Hydraulic Crane 1 No 3. Vibratory rooler / Compactor 2 No 4. Transit Mixer 2 No 5. Tipper5 No6 Tractor Dozer 2 Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- RC Issued by RTO / Sale Deed / Purchase Invoice / Hire / Lease Agreement None None None None liquid assets and or availability of credit facilities of no less than Rs. 102.90Lakhs (Unconditional Credit lines/ letters of credit/ certificates from Scheduled banks for meeting the fund requirement etc.) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Tenderer in its name should have in the last five years i.e., 2019-20 TO 2023-24 Achieved in at least two financial years a minimum annual financial turnover (in all classes of civil engineering constructions works only) of Rs. 548.96lakhs. (Turnover certificate from CA with valid UDIN Number along with profit loss, Balance Sheet and IT Returns) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None PWD Class-2 and above Contractor Registration Certificate (Registration Certificate issued by the officer not bellow the rank of Chief Engineer or Equivalent) Others Registration certificate createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV)
tenderCriterionDocumentList	documentName optional documentTypeText Certificate of registration in the labor Department / Provident Fund / ESI should be enclosed and shall engage a construction worker who is registered with the Karnataka Building and construction Workers Welfare Board. True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1723560190000 version 0 createdDate None modifiedDate None blockNumber OFFICE OF DC DEVELOPMENT DCC street None city DAVANAGERE state Karnataka pin 577002
tenderRecallDTO	None