createdTs	None
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noticeInvitingTenderDTO	createdTs 1721369396512 version 20 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 1330000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 28-08-2024 16:00:00 tenderQueryClose 23-08-2024 17:00:00 technicalBidOpen 29-08-2024 16:05:00 publishedDate 29-07-2024 16:50:40 publishedByPost PWD_EE_DIV_GAD publishedByUser KPE11642 - V N PATIL bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 04-08-2024 17:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson EE PWD GADAG splitEmdRequiredYn True emdBankGuarantee 1230000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08372238782 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1721369396554 version 7 createdDate None modifiedDate None tenderNumber PWD/2024-25/BD/WORK_INDENT11303 title Construction of Court complex at Gajendragad Town in Gadag District. description Construction of Court complex at Gajendragad Town in Gadag District. category WORKS categoryText Works ecv 88423985.68 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1682 locationName PWD Division Office Gadaga provisionalAmount 98000000.0 groupOverheadTotal 0.0 fileNumber KPWD/RON/BD/COURT/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1721369397000 0 None None Buildings Cutting and Levelling the area 6257570.09 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546702 128169 None Item Code2.5(ii)a VOL 3 Page No9 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness By Mechanical Means using Dozer In area of light jungle ---- Work should be carried out as per the direction of engineer incharge of work. 100 Sqm 463.74 463.74 50.4 False None None False None False 23372.496 0 3546703 128169 None Item Code1.14.1VOL Page No8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 120.36 120.36 3532.5 False None None False None False 425171.7 0 3546704 128169 None Item Code1.15.2 VOL1 Page No9 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 depth exceeding 1.5m , but not exceeding 3m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 501.5 501.5 392.5 False None None False None False 196838.75 0 3546705 128169 None Item Code1.14.2 VOL1 Page No8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth 3 m to 6 m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 138.06 138.06 16611.75 False None None False None False 2293418.205 0 3546706 128169 None Item Code1.15.3VOL1 Page No9 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 Depth exceeding 3m, but not exceeding 4.5m Note: 3. Add 5% per m3 for every additional 1.50m depth or part thereoff beyond 4.50 m depth is provided ---- Work should be carried out as per the direction of engineer incharge of work. Cum 573.66 573.66 1845.75 False None None False None False 1058832.945 0 3546707 128169 None Item Code1.9VOL1Page No7 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 ---- Work should be carried out as per the direction of engineer incharge of work. Cum 313.88 313.88 7200.0 False None None False None False 2259936.0 0 1721369397000 0 None None Buildings Retaining wall 16735206.43 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546708 128170 None Item Code1.14.1VOL1Page No8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (Vol 1, Page No: 8, Item No: 1.14.1) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 120.36 120.36 872.15 False None None False None False 104971.974 0 3546709 128170 None Item Code1.15.2VOL1Page No9 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 depth exceeding 1.5m , but not exceeding 3m(Vol 1, Page No: 9, Item No: 1.15.2) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 501.5 501.5 96.91 False None None False None False 48600.365 0 3546710 128170 None Item Code2.1.4VOL1Page No15 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, andall the other appurtenances required to complete the work as per technical specifications. .Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates (Vol 1, Page No: 15, Item No: 2.1.4) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7336.06 7336.06 105.9 False None None False None False 776888.754 0 3546711 128170 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. (Vol 1, Page No: 18, Item No: 2.10 C) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 965.79 False None None False None False 7087372.6518 0 3546712 128170 None Item Code12.2VOL3Page No117 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2 ,extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Vol 3, Page No: 117, Item No: 12.2) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 282.02 282.02 217.0 False None None False None False 61198.34 0 3546713 128170 None Item Code12.4VOL3Page No117 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (Vol 3, Page No: 117, Item No: 12.4) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3158.86 3158.86 573.06 False None None False None False 1810216.3116 0 3546714 128170 None Item Code2.11aVOL1Page No18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (Vol 1, Page No: 18, Item No: 2.11a) Wall ---- Work should be carried out as per the direction of engineer incharge of work. t 105559.26 105559.26 58.14 False None None False None False 6137215.3764 0 3546715 128170 None SINo11 VOL1Page No112 Formwork, Centering & Scaffloding 10% For Earth retaining structures ---- Work should be carried out as per the direction of engineer incharge of work. Cum 733.84 733.84 965.8 False None None False None False 708742.672 0 1721369397000 0 None None Buildings Ground Floor 28910663.69 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546716 128171 None Item Code1.14.1VOL1Page No8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 120.36 120.36 826.13 False None None False None False 99433.0068 0 3546717 128171 None Item Code1.15.2VOL1Page No9 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 depth exceeding 1.5m , but not exceeding 3m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 501.5 501.5 91.79 False None None False None False 46032.685 0 3546718 128171 None Item Code4.1VOL2Page No5 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, ground excavation top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 ltr/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 139.24 139.24 1126.83 False None None False None False 156899.8092 0 3546719 128171 None Item Code1.9VOL1Page No7 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 ---- Work should be carried out as per the direction of engineer incharge of work. Cum 313.88 313.88 826.13 False None None False None False 259305.6844 0 3546720 128171 None Item Code1.11VOL1Page No7 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 510.94 510.94 818.9 False None None False None False 418408.766 0 3546721 128171 None Item Code2.1.3VOL1Page No15 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7067.02 7067.02 226.63 False None None False None False 1601598.7426 0 3546722 128171 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Isolated Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 215.41 False None None False None False 1580769.0522 0 3546723 128171 None SINo1aVOL1Page No111 Formwork, Centering & Scaffloding 8% For Isolated Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 587.07 587.07 215.41 False None None False None False 126460.7487 0 3546724 128171 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Combined Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 32.96 False None None False None False 241874.3232 0 3546725 128171 None SINo1bVOL1Page No111 Formwork, Centering & Scaffloding 3% For Combined Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 220.15 220.15 32.96 False None None False None False 7256.144 0 3546726 128171 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Pedestal ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 10.47 False None None False None False 76833.2574 0 3546727 128171 None SINo1aVOL1Page No111 Formwork, Centering & Scaffloding 8% For Pedestal ---- Work should be carried out as per the direction of engineer incharge of work. Cum 587.07 587.07 10.47 False None None False None False 6146.6229 0 3546728 128171 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Colums upto plinth ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 15.47 False None None False None False 113525.3574 0 3546729 128171 None SINo9VOL1Page No111 Formwork, Centering & Scaffloding 70% For Columns upto plinth ---- Work should be carried out as per the direction of engineer incharge of work. Cum 5136.89 5136.89 15.47 False None None False None False 79467.6883 0 3546730 128171 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 46.66 False None None False None False 342410.6772 0 3546731 128171 None SL9VOL1Page No111 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 5136.89 5136.89 46.66 False None None False None False 239687.2874 0 3546732 128171 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade.Plinth beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 56.79 False None None False None False 416748.8718 0 3546733 128171 None SINo2VOL1Page No111 Formwork, Centering & Scaffloding 50% For Plinth Beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3669.21 3669.21 56.79 False None None False None False 208374.4359 0 3546734 128171 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade.Curtain wall ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 28.44 False None None False None False 208704.6648 0 3546735 128171 None SL 11VOL1Page No112 Formwork, Centering & Scaffloding 10% For Curtain wall ---- Work should be carried out as per the direction of engineer incharge of work. Cum 733.84 733.84 28.44 False None None False None False 20870.4096 0 3546736 128171 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 75.32 False None None False None False 552729.7944 0 3546737 128171 None SL 14VOL1Page No112 Formwork, Centering & Scaffloding 60% For Beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4403.05 4403.05 75.32 False None None False None False 331637.726 0 3546738 128171 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade.Slab & Staircase ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 148.78 False None None False None False 1091810.1276 0 3546739 128171 None SL 16VOL1Page No112 Formwork, Centering & Scaffloding 50% For Roof Slab & Staircase ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3669.21 3669.21 148.78 False None None False None False 545905.0638 0 3546740 128171 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Sill & Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 26.15 False None None False None False 191899.683 0 3546741 128171 None SL 14VOL1Page No112 Formwork, Centering & Scaffloding 60% For Sill & Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4403.05 4403.05 26.15 False None None False None False 115139.7575 0 3546742 128171 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Chejja ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 14.6 False None None False None False 107140.932 0 3546743 128171 None SL 19VOL1Page No112 Formwork, Centering & Scaffloding 45% For Chejja ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3302.29 3302.29 14.6 False None None False None False 48213.434 0 3546744 128171 None Item Code2.11AVOL1Page No18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- Work should be carried out as per the direction of engineer incharge of work. Tonne 105559.26 105559.26 61.1 False None None False None False 6449670.786 0 3546745 128171 None Item Code5.4VOL2Page No9 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7539.02 7539.02 28.19 False None None False None False 212524.9738 0 3546746 128171 None Item Code6.8VOL2Page No14 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 9403.42 9403.42 315.31 False None None False None False 2964992.3602 0 3546747 128171 None Item Code6.15VOL2Page No14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1218.94 1218.94 106.24 False None None False None False 129500.1856 0 3546748 128171 None Item Code12.13.1VOL2Page No100 Providing Salwood 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 ---- Work should be carried out as per the direction of engineer incharge of work. Cum 116601.7 116601.7 4.48 False None None False None False 522375.616 0 3546749 128171 None Item Code12.51VOL2Page No104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 1198.88 1198.88 35.0 False None None False None False 41960.8 0 3546750 128171 None Item Code10.6.3VOL2Page No69 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete ---- Work should be carried out as per the direction of engineer incharge of work. Nos 70.8 70.8 210.0 False None None False None False 14868.0 0 3546751 128171 None Item Code12.15VOL2Page No100 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 8783.92 8783.92 103.91 False None None False None False 912737.1272 0 3546752 128171 None Item Code12.88VOL2Page No110 Providing & fixing of 2-track x 2-panel sliding door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour havingisolated drainage and reinforced with Galvanized Iron profile throughout the window frame. The outer frame having a overall size of 60mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm 24mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mm (The cost is inclusive of all fixtures and separate charges for minor T shall not be made) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 6360.2 6360.2 3.78 False None None False None False 24041.556 0 3546753 128171 None Item Code12.90VOL2Page No110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 7946.12 7946.12 133.6 False None None False None False 1061601.632 0 3546754 128171 None Item Code12.85VOL2Page No109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 6748.42 6748.42 27.45 False None None False None False 185244.129 0 3546755 128171 None Item Code11.34BVOL2Page No86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 215.94 215.94 3603.65 False None None False None False 778172.181 0 3546756 128171 None Item Code8.1.2VOL2Page No41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 284.38 284.38 2381.36 False None None False None False 677211.1568 0 3546757 128171 None Item Code8.51VOL2Page No50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 118.0 118.0 3902.96 False None None False None False 460549.28 0 3546758 128171 None Item Code8.2.2VOL2Page No41 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Out side) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 329.22 329.22 755.97 False None None False None False 248880.4434 0 3546759 128171 None Item Code9.17.2VOL2Page No61 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.(Size of Tile 600x600 mm) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1386.5 1386.5 537.07 False None None False None False 744647.555 0 3546760 128171 None Item Code9.2VOL2Page No59 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 944.0 944.0 174.6 False None None False None False 164822.4 0 3546761 128171 None Item Code9.24VOL2Page No63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, Lakared, River Pink, Orissa Blue or equivalent. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 3365.36 3365.36 496.73 False None None False None False 1671675.2728 0 3546762 128171 None Item Code9.11VOL2Page No60 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1049.02 1049.02 59.18 False None None False None False 62081.0036 0 3546763 128171 None Item Code10.14VOL2Page No71 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete." ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1305.08 1305.08 184.96 False None None False None False 241387.5968 0 3546764 128171 None Item Code10.1.2VOL2Page No69 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 4645.66 4645.66 7.2 False None None False None False 33448.752 0 3546765 128171 None Item Code11.28VOL2Page No85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessoris such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 666.7 666.7 1700.37 False None None False None False 1133636.679 0 3546766 128171 None Item Code8.33.1VOL2Page No46 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 186.44 186.44 3902.96 False None None False None False 727667.8624 0 3546767 128171 None Item Code8.3VOL2Page No46 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 205.32 205.32 755.97 False None None False None False 155215.7604 0 3546768 128171 None Item Code8.33.3VOL2Page No47 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 164.02 164.02 171.6 False None None False None False 28145.832 0 3546769 128171 None Item Code8.54VOL3Page No78 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 ---- Work should be carried out as per the direction of engineer incharge of work. No 10620.0 10620.0 2.0 False None None False None False 21240.0 0 3546770 128171 None Item Code8.49VOL2Page No49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Per cm Height Per Letter 4.72 4.72 1500.0 False None None False None False 7080.0 0 1721369397000 0 None None Buildings Terrace Floor (including waterproofing & parapet wall) 3129507.24 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546771 128172 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7411.8 7411.8 15.99 False None None False None False 118514.682 0 3546772 128172 None SINo9VOL1Page No111 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 5188.26 5188.26 15.99 False None None False None False 82960.2774 0 3546773 128172 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade.Sill & Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7411.8 7411.8 2.41 False None None False None False 17862.438 0 3546774 128172 None SINo14VOL1Page No112 Formwork, Centering & Scaffloding 60% For Sill & Lintel ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4447.08 4447.08 2.41 False None None False None False 10717.4628 0 3546775 128172 None Item Code2.11AVOL1Page No18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 106614.85 106614.85 3.44 False None None False None False 366755.084 0 3546776 128172 None Item Code6.8VOL2Page No14 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 9497.45 9497.45 46.55 False None None False None False 442106.2975 0 3546777 128172 None Item Code6.15VOL2Page No14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 1231.13 1231.13 172.23 False None None False None False 212037.5199 0 3546778 128172 None Item Code12.90VOL2Page No110 Providing fixing of 3track 2panel sliding windows made out of multi chambered UPVCMatching to RAL9016sections and with minimum TiO2Titanium Dioxide at 6PHR with TPEThermo Plastic Elastomer and lead free, gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm 75mm with GI reinforcement of 2mm and mesh sash of size 37mm 58mm. Coextruded Glazing bead for fixing of glass shall be of size20mm 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware Multi point locking system with touch lock. Wall thickness of frame sash shall be of 2mm2.5mm. Maximum possible size 2419mm 2200mm. The cost is inclusive of all fixtures and separate charges for minor TPs shall not be made ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 8025.58 8025.58 8.1 False None None False None False 65007.198 0 3546779 128172 None Item Code11.34BVOL2Page No86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 218.1 218.1 170.1 False None None False None False 37098.81 0 3546780 128172 None Item Code11.5.2VOL2Page No75 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 5055.62 5055.62 6.62 False None None False None False 33468.2044 0 3546781 128172 None Item Code8.1.2VOL2Page No41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 287.22 287.22 179.42 False None None False None False 51533.0124 0 3546782 128172 None Item Code8.51VOL2Page No50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 119.18 119.18 179.66 False None None False None False 21411.8788 0 3546783 128172 None Item Code8.2.2VOL2Page No41 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Out side) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 332.51 332.51 599.81 False None None False None False 199442.8231 0 3546784 128172 None Item Code15.1VOL2Page No149 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 973.7 973.7 1156.85 False None None False None False 1126424.845 0 3546785 128172 None Item Code8.33.1VOL2Page No46 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 188.3 188.3 179.66 False None None False None False 33829.978 0 3546786 128172 None Item Code8.3VOL2Page No46 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 207.37 207.37 599.77 False None None False None False 124374.3049 0 3546787 128172 None Item Code8.33.3VOL2Page No46 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 165.66 165.66 14.72 False None None False None False 2438.5152 0 3546788 128172 None Item Code11.16.1VOL2Page No82 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 162.08 162.08 688.0 False None None False None False 111511.04 0 3546789 128172 None Item Code7.38VOL2Page No26 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 g/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 Engineerin-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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 676.94 676.94 106.38 False None None False None False 72012.8772 0 1721369397000 0 None None Buildings Door Fixtures 136876.46 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546790 128173 None Vol 2Item Code22.15.2 Pg No218 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Handles 300mm (Pg.no 218 It.no 22.15.2) ---- Work should be carried out as per the direction of engineer incharge of work. No 649.0 649.0 58.0 False None None False None False 37642.0 0 3546791 128173 None Vol 2Item Code22.15.2Pg No218 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Handles 300mm (Pg.no 218 It.no 22.15.2) ---- Work should be carried out as per the direction of engineer incharge of work. No 649.0 649.0 20.0 False None None False None False 12980.0 0 3546792 128173 None Vol 2Item Code22.15.4Pg No219 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Aldrop 16mm dia, 300mm (Pg.no 219 It.no 22.15.4) ---- Work should be carried out as per the direction of engineer incharge of work. No 442.5 442.5 29.0 False None None False None False 12832.5 0 3546793 128173 None Vol 2Item Code22.15.4Pg No219 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Aldrop 16mm dia, 300mm (Pg.no 219 It.no 22.15.4) ---- Work should be carried out as per the direction of engineer incharge of work. No 442.5 442.5 10.0 False None None False None False 4425.0 0 3546794 128173 None Vol 2Item Code22.15.5Pg No219 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Tower Bolts 150x10mm (Pg.no 219 It.no 22.15.5) ---- Work should be carried out as per the direction of engineer incharge of work. No 141.6 141.6 29.0 False None None False None False 4106.4 0 3546795 128173 None Vol 2Item Code22.15.5Pg No219 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Tower Bolts 150x10mm (Pg.no 219 It.no 22.15.5) ---- Work should be carried out as per the direction of engineer incharge of work. No 141.6 141.6 10.0 False None None False None False 1416.0 0 3546796 128173 None Vol 2Item Code22.15.7Pg No219 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Tower Bolts 250x10mm (Pg.no 219 It.no 22.15.7) ---- Work should be carried out as per the direction of engineer incharge of work. No 236.0 236.0 29.0 False None None False None False 6844.0 0 3546797 128173 None Vol 2Item Code22.15.7Pg No219 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Tower Bolts 250x10mm (Pg.no 219 It.no 22.15.7) ---- Work should be carried out as per the direction of engineer incharge of work. No 236.0 236.0 10.0 False None None False None False 2360.0 0 3546798 128173 None Vol 2Item Code22.15.9Pg No219 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS hinges 100 mm (Pg.no 219 It.no 22.15.9) ---- Work should be carried out as per the direction of engineer incharge of work. No 82.6 82.6 145.0 False None None False None False 11977.0 0 3546799 128173 None Vol 2Item Code22.15.9Pg No219 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS hinges 100 mm (Pg.no 219 It.no 22.15.9) ---- Work should be carried out as per the direction of engineer incharge of work. No 82.6 82.6 50.0 False None None False None False 4130.0 0 3546800 128173 None Vol 2Item Code22.15.10Pg No219 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Door stopper 75mm (Pg.no 219 It.no 22.15.10) ---- Work should be carried out as per the direction of engineer incharge of work. No 118.0 118.0 29.0 False None None False None False 3422.0 0 3546801 128173 None Vol 2Item Code22.15.10Pg No219 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Door stopper 75mm (Pg.no 219 It.no 22.15.10) ---- Work should be carried out as per the direction of engineer incharge of work. No 118.0 118.0 10.0 False None None False None False 1180.0 0 3546802 128173 None Vol 2Item Code12.60Pg No105 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. (Pg.no 105 It.no 12.60) ---- Work should be carried out as per the direction of engineer incharge of work. No 1241.36 1241.36 3.0 False None None False None False 3724.08 0 3546803 128173 None Vol 2Item Code12.80.1Pg No108 Providing and fixing door latch with necessary screws etc complete. Bright finished brass latch (Pg.no 108 It.no 12.80.1) ---- Work should be carried out as per the direction of engineer incharge of work. No 336.3 336.3 29.0 False None None False None False 9752.7 0 3546804 128173 None Vol 2Item Code12.80.1Pg No108 Providing and fixing door latch with necessary screws etc complete. Bright finished brass latch (Pg.no 108 It.no 12.80.1) ---- Work should be carried out as per the direction of engineer incharge of work. No 336.3 336.3 5.0 False None None False None False 1681.5 0 3546805 128173 None Vol 2Item Code12.59Pg No105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.(Pg.no 105 It.no 12.59) ---- Work should be carried out as per the direction of engineer incharge of work. No 1314.52 1314.52 14.0 False None None False None False 18403.28 0 1721369397000 0 None None Buildings Water supply & Sanitation 2938565.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546806 128174 None Item Code13.2.1VOL2Page No117 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class ---- Work should be carried out as per the direction of engineer incharge of work. Each 1318.06 1318.06 74.0 False None None False None False 97536.44 0 3546807 128174 None Item Code13.20.2VOL2Page No120 Providing and fixing Pillar Cock made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class economy ---- Work should be carried out as per the direction of engineer incharge of work. Each 1443.14 1443.14 18.0 False None None False None False 25976.52 0 3546808 128174 None Item Code14.1.1VOL2Page No131 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 ---- Work should be carried out as per the direction of engineer incharge of work. Each 5763.12 5763.12 4.0 False None None False None False 23052.48 0 3546809 128174 None Item Code14.2.1VOL2Page No131 Providing and fixing white vitreous china pedestal type water closet (European pan with seat and lid 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever conforming to 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required pan with ISI marked white solid plastic seat and lid ---- Work should be carried out as per the direction of engineer incharge of work. Each 5708.84 5708.84 10.0 False None None False None False 57088.4 0 3546810 128174 None Item Code14.7.8VOL2Page No133 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers ---- Work should be carried out as per the direction of engineer incharge of work. Each 4853.34 4853.34 18.0 False None None False None False 87360.12 0 3546811 128174 None Item Code14.8VOL2Page No133 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. ---- Work should be carried out as per the direction of engineer incharge of work. Each 1679.14 1679.14 18.0 False None None False None False 30224.52 0 3546812 128174 None Item Code14.4.2VOL2Page No131 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 :Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern ---- Work should be carried out as per the direction of engineer incharge of work. Each 8005.12 8005.12 10.0 False None None False None False 80051.2 0 3546813 128174 None Item Code14.40.2VOL2Page No137 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 ---- Work should be carried out as per the direction of engineer incharge of work. Each 585.28 585.28 45.0 False None None False None False 26337.6 0 3546814 128174 None Item Code14.32.2VOL2Page No136 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm ---- Work should be carried out as per the direction of engineer incharge of work. Each 1201.24 1201.24 45.0 False None None False None False 54055.8 0 3546815 128174 None Item Code13.31.2VOL2Page No122 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 20mm nominal dia pipes ---- Work should be carried out as per the direction of engineer incharge of work. Rmtr 285.56 285.56 150.0 False None None False None False 42834.0 0 3546816 128174 None Item Code13.31.3VOL2Page No122 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 25mm nominal dia pipes ---- Work should be carried out as per the direction of engineer incharge of work. Rmtr 375.24 375.24 150.0 False None None False None False 56286.0 0 3546817 128174 None Item Code13.31.4VOL2Page No122 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 32mm nominal dia pipes ---- Work should be carried out as per the direction of engineer incharge of work. Rmtr 472.0 472.0 150.0 False None None False None False 70800.0 0 3546818 128174 None Item Code13.31.6VOL2Page No122 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 50mm nominal dia pipes ---- Work should be carried out as per the direction of engineer incharge of work. Rmtr 921.58 921.58 450.0 False None None False None False 414711.0 0 3546819 128174 None Item Code13.4.4VOL2Page No117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :50 mm nominal bore ---- Work should be carried out as per the direction of engineer incharge of work. Each 1008.9 1008.9 90.0 False None None False None False 90801.0 0 3546820 128174 None Item Code13.8.2.2VOL2Page No118 Providing and fixing unplasticised PVC connection pipe with brass unions :45 cm length 20 mm nominal bore ---- Work should be carried out as per the direction of engineer incharge of work. Each 129.8 129.8 90.0 False None None False None False 11682.0 0 3546821 128174 None Item Code13.34VOL2Page No123 Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes but without fittings and the base support for tank ---- Work should be carried out as per the direction of engineer incharge of work. l 10.62 10.62 15000.0 False None None False None False 159300.0 0 3546822 128174 None Item Code660VOL5Page NoA-44 PVC pipes of10 Kg/cm2 for 110mm ---- Work should be carried out as per the direction of engineer incharge of work. Rmtr 538.08 538.08 350.0 False None None False None False 188328.0 0 3546823 128174 None Item Code664VOL5Page NoA-44 PVC pipes of 10 Kg/cm2 for 200mm ---- Work should be carried out as per the direction of engineer incharge of work. Rmtr 1362.9 1362.9 150.0 False None None False None False 204435.0 0 3546824 128174 None Item Code13.49VOL2Page No125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes ---- Work should be carried out as per the direction of engineer incharge of work. Rmtr 670.24 670.24 50.0 False None None False None False 33512.0 0 3546825 128174 None Item Code16.60.1VOL5Page No208 Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 9598.12 9598.12 45.0 False None None False None False 431915.4 0 3546826 128174 None Item Code16.15.1VOL5Page No192 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Circ.B M.H Constructing Brick Masonry Circular Machinehole 1.2 m internal dia1.0 M depth & SFRC cover & frame ---- Work should be carried out as per the direction of engineer incharge of work. Nos 34275.46 34275.46 12.0 False None None False None False 411305.52 0 3546827 128174 None Item Code14.29VOL2Page No135 Providing and fixing 100 mm sand cast Iron grating for gully trap. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 55.46 55.46 60.0 False None None False None False 3327.6 0 3546828 128174 None Item Code13.22.1.2VOL2Page No120 Providing and fixing PTMT grating of approved quality and colour 125 mm nominal dia ---- Work should be carried out as per the direction of engineer incharge of work. Nos 51.92 51.92 60.0 False None None False None False 3115.2 0 3546829 128174 None ITEM CODE1.4.1 VOL1PGNO 5 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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. In all kinds of soils Depth upto 1.5 m ---- Work should be carried out as per the direction of engineer incharge of work. No 285.56 285.56 30.0 False None None False None False 8566.8 0 3546830 128174 None Item Code1.90VOL1Page NO7 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 ---- Work should be carried out as per the direction of engineer incharge of work. Cum 313.88 313.88 30.0 False None None False None False 9416.4 0 3546831 128174 None Item13.33.10VolNo2P.No123 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge. External work - 150mm nominal dia pipes ---- Work should be carried out as per the direction of engineer incharge of work. Nos 6261.08 6261.08 30.0 False None None False None False 187832.4 0 3546832 128174 None Item16.9VolNo5P.No191 Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover ---- Work should be carried out as per the direction of engineer incharge of work. No 6435.72 6435.72 20.0 False None None False None False 128714.4 0 1721369397000 0 None None Buildings Compound Wall 5499591.31 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546833 128175 None Item Code1.12VOL1Page No8 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, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth ---- Work should be carried out as per the direction of engineer incharge of work. Cum 112.1 112.1 108.0 False None None False None False 12106.8 0 3546834 128175 None Item Code1.14.1VOL1Page No8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 120.36 120.36 401.23 False None None False None False 48292.0428 0 3546835 128175 None Item Code1.9VOL1Page No7 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. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 313.88 313.88 356.65 False None None False None False 111945.302 0 3546836 128175 None Item Code2.1.4VOL1Page No15 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 20 mm and down size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7336.06 7336.06 48.04 False None None False None False 352424.3224 0 3546837 128175 None Item Code2.11aVOL1Page No18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification ---- Work should be carried out as per the direction of engineer incharge of work. t 105559.26 105559.26 13.4663 False None None False None False 1421492.662938 0 3546838 128175 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Isolated Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 60.16 False None None False None False 441479.3472 0 3546839 128175 None SINo1aVOL1Page No111 Formwork, Centering & Scaffloding 8% For Isolated Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 587.07 587.07 60.16 False None None False None False 35318.1312 0 3546840 128175 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 36.8 False None None False None False 270053.856 0 3546841 128175 None SINo9VOL1Page No111 Formwork, Centering & Scaffloding 70% For Columns ---- Work should be carried out as per the direction of engineer incharge of work. Cum 5136.89 5136.89 36.8 False None None False None False 189037.552 0 3546842 128175 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 16.9 False None None False None False 124019.298 0 3546843 128175 None SL 14VOL1Page No112 Formwork, Centering & Scaffloding 60% For Beams ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4403.05 4403.05 16.9 False None None False None False 74411.545 0 3546844 128175 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Curtain wall Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Curtain wall ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 37.95 False None None False None False 278493.039 0 3546845 128175 None SINo11VOL1Page No112 Formwork, Centering & Scaffloding 10% For Curtain wall ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 733.84 733.84 37.95 False None None False None False 27849.228 0 3546846 128175 None Item Code6.80VOL2Page No14 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 9403.42 9403.42 125.32 False None None False None False 1178436.5944 0 3546847 128175 None Item Code11.57.1VOL2Page No95 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. With G.I. barbed wire ---- Work should be carried out as per the direction of engineer incharge of work. m 21.24 21.24 1150.8 False None None False None False 24442.992 0 3546848 128175 None Item Code8.2.1VOL2Page No41 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 348.1 348.1 1182.04 False None None False None False 411468.124 0 3546849 128175 None Item Code8.30VOL2Page No46 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 205.32 205.32 1182.04 False None None False None False 242696.4528 0 3546850 128175 None Item Code11.25.2VOL2Page No84 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. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 160.48 160.48 756.0 False None None False None False 121322.88 0 3546851 128175 None Item Code11.57.2VOL2Page No95 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. ---- Work should be carried out as per the direction of engineer incharge of work. Kg 133.34 133.34 864.0 False None None False None False 115205.76 0 3546852 128175 None Item Code1.14.1VOL1Page No18 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 428.34 428.34 44.58 False None None False None False 19095.3972 0 1721369397000 0 None None Buildings Drain 4835769.61 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546853 128176 None Item Code1.14.1VOL1Page No8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (Vol 1, P No -8, I No-1.14.1) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 120.36 120.36 556.55 False None None False None False 66986.358 0 3546854 128176 None Item Code2.1.3VOL1Page No15 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 (Vol 1, P No -15, I NO: 2.1.3) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7067.02 7067.02 75.65 False None None False None False 534620.063 0 3546855 128176 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 ( Vol 1, P No -18 ; I NO -2.10c) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 260.75 False None None False None False 1913493.015 0 3546856 128176 None SINo4VOL1Page No111 Formwork, Centering & Scaffloding 35% For Cement concrete drains ---- Work should be carried out as per the direction of engineer incharge of work. Cum 2568.45 2568.45 260.75 False None None False None False 669723.3375 0 3546857 128176 None Item Code2.11aVOL1Page No18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Vol 1, P No -18 ; I NO -2.11 (a)) ---- Work should be carried out as per the direction of engineer incharge of work. t 105559.26 105559.26 15.64 False None None False None False 1650946.8264 0 1721369397000 0 None None Buildings Concrete Road 3306891.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546858 128177 None Item Code1.12VOL1Page No8 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, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 112.1 112.1 700.0 False None None False None False 78470.0 0 3546859 128177 None Item Code3.11(310)VOL3Page No18 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4.72 4.72 1750.0 False None None False None False 8260.0 0 3546860 128177 None Item Code4.9iVOL3Page No24 Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5% Cement) Grading III materials ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3426.72 3426.72 175.0 False None None False None False 599676.0 0 3546861 128177 None Item Code4.17(406)VOL3Page No26 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 paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 3019.62 3019.62 175.0 False None None False None False 528433.5 0 3546862 128177 None Item Code16.28(1501)VOL3Page No149 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, 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. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7969.72 7969.72 262.5 False None None False None False 2092051.5 0 1721369397000 0 None None Buildings Pathway 1382358.2 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546863 128178 None Item Code1.14.1VOL1Page No8 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 ---- Work should be carried out as per the direction of engineer incharge of work. Cum 120.36 120.36 105.0 False None None False None False 12637.8 0 3546864 128178 None Item Code4.9iVOL3Page No24 Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5% Cement) Laying using Mechanical Paver Grading IV materials ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3460.94 3460.94 52.5 False None None False None False 181699.35 0 3546865 128178 None Item Code2.1.3VOL1Page No15 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) vMix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7067.02 7067.02 52.5 False None None False None False 371018.55 0 3546866 128178 None Item Code9.25VOL2Page No63 Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 944.0 944.0 525.0 False None None False None False 495600.0 0 3546867 128178 None Item Code8.42.3VOL3Page No74 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 150 mm Kerb Stone ---- Work should be carried out as per the direction of engineer incharge of work. m 546.34 546.34 500.0 False None None False None False 273170.0 0 3546868 128178 None Item Code8.10(803)VOL3Page No66 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 128.62 128.62 375.0 False None None False None False 48232.5 0 1721369397000 0 None None Buildings Borewell 900500.94 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546869 128179 None Item Code12.4VOL5Page No140 Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 33% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test ---- Work should be carried out as per the direction of engineer incharge of work. Each 6239.84 6239.84 2.0 False None None False None False 12479.68 0 3546870 128179 None Item Code12.1VOL5Page No139 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) ---- Work should be carried out as per the direction of engineer incharge of work. Rmtr 436.6 436.6 100.0 False None None False None False 43660.0 0 3546871 128179 None Item Code12.1.2VOL5Page No139 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) 50-100Mtrs ---- Work should be carried out as per the direction of engineer incharge of work. Rmtr 547.52 547.52 100.0 False None None False None False 54752.0 0 3546872 128179 None Item Code12.1.3VOL5Page No139 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) 100-150 Mtrs. ---- Work should be carried out as per the direction of engineer incharge of work. Rmtr 581.74 581.74 100.0 False None None False None False 58174.0 0 3546873 128179 None Item Code12.1.4VOL5Page No139 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) 150-200 Mtrs. ---- Work should be carried out as per the direction of engineer incharge of work. Rmtr 674.96 674.96 100.0 False None None False None False 67496.0 0 3546874 128179 None Item Code12.32VOL5Page No143 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. ---- Work should be carried out as per the direction of engineer incharge of work. Rmtr 2280.94 2280.94 60.0 False None None False None False 136856.4 0 3546875 128179 None Item Code12.34VOL5Page No143 Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge ---- Work should be carried out as per the direction of engineer incharge of work. Each 193.52 193.52 2.0 False None None False None False 387.04 0 3546876 128179 None Item13.13.6Vol5P.No151 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 5 HP ---- Work should be carried out as per the direction of engineer incharge of work. Each 37921.66 37921.66 2.0 False None None False None False 75843.32 0 3546877 128179 None Item11.3.6Vol5P.No127 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe: ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 801.22 801.22 300.0 False None None False None False 240366.0 0 3546878 128179 None Item13.22.3Vol5P.No154 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 159.3 159.3 320.0 False None None False None False 50976.0 0 3546879 128179 None Item13.32Vol5P.No156 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. ---- Work should be carried out as per the direction of engineer incharge of work. Job 7670.0 7670.0 2.0 False None None False None False 15340.0 0 3546880 128179 None Electrical SR 2023-24 Vol 6Item No5.42.2 Pg No20 Fabricating supplying and mounting MS box made out .SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete." ---- Work should be carried out as per the direction of engineer incharge of work. Sq CM 19500.0 19500.0 1.04 False None None False None False 20280.0 0 3546881 128179 None Electrical SR 2023-24 Vol 6Item No5.41.3 Pg No20 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 654.9 654.9 4.0 False None None False None False 2619.6 0 3546882 128179 None Electrical SR 2023-24 Vol 6Item No3.1.2 Pg No8 Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 ---- Work should be carried out as per the direction of engineer incharge of work. Each 173.46 173.46 2.0 False None None False None False 346.92 0 3546883 128179 None Electrical SR 2023-24 Vol 6Item No2.3.3 Pg No5 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-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 ---- Work should be carried out as per the direction of engineer incharge of work. m 49.56 49.56 20.0 False None None False None False 991.2 0 3546884 128179 None Electrical SR 2023-24 Vol 6Item No2.3.3 Pg No5 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-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 ---- Work should be carried out as per the direction of engineer incharge of work. m 69.62 69.62 30.0 False None None False None False 2088.6 0 3546885 128179 None Electrical SR 2023-24 Vol 6Item No5.7.2Pg No14 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. ---- Work should be carried out as per the direction of engineer incharge of work. Each 284.38 284.38 2.0 False None None False None False 568.76 0 3546886 128179 None Electrical SR 2023-24 Vol 6Item No5.18.9Pg No18 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. ---- Work should be carried out as per the direction of engineer incharge of work. Each 3643.84 3643.84 2.0 False None None False None False 7287.68 0 3546887 128179 None Electrical SR 2023-24 Vol 6Item No5.20.8Pg No18 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240/450V up to 300mA sensitivity on existing wood/panel board. ---- Work should be carried out as per the direction of engineer incharge of work. Each 6073.46 6073.46 2.0 False None None False None False 12146.92 0 3546888 128179 None Electrical SR 2023-24 Vol 6Item No13.17.1Pg No57 Fixing a shunt capacitor of . KVAR capacity with necessary clamps, bolts, and nuts on existing wooden or metal board including banking of more than one capacitor. ---- Work should be carried out as per the direction of engineer incharge of work. Each 318.6 318.6 6.0 False None None False None False 1911.6 0 3546889 128179 None Electrical SR 2023-24 Vol 6Item No5.38Pg No19 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. ---- Work should be carried out as per the direction of engineer incharge of work. Each 607.7 607.7 2.0 False None None False None False 1215.4 0 3546890 128179 None Electrical SR 2023-24 Vol 6Item No1.6.1Pg No43 Digging of Pit for providing GI Pipe type Earthing ---- Work should be carried out as per the direction of engineer incharge of work. Per Pit 895.62 895.62 2.0 False None None False None False 1791.24 0 3546891 128179 None Electrical SR 2023-24 Vol 6Item No51.01Pg No22 GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg ---- Work should be carried out as per the direction of engineer incharge of work. No 876.74 876.74 2.0 False None None False None False 1753.48 0 3546892 128179 None Electrical SR 2023-24 Vol 6Item No51.02Pg No22 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each ---- Work should be carried out as per the direction of engineer incharge of work. No 797.68 797.68 2.0 False None None False None False 1595.36 0 3546893 128179 None Electrical SR 2023-24 Vol 6Item No51.03Pg No22 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag ---- Work should be carried out as per the direction of engineer incharge of work. Bag 356.8 356.8 2.0 False None None False None False 713.6 0 3546894 128179 None Electrical SR 2023-24 Vol 6Item No32.03Pg No13 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 ---- Work should be carried out as per the direction of engineer incharge of work. Km 139244.72 139244.72 0.03 False None None False None False 4177.3416 0 3546895 128179 None Electrical SR 2023-24 Vol 6Item No21.05Pg No52 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable ---- Work should be carried out as per the direction of engineer incharge of work. Km 24645.48 24645.48 0.02 False None None False None False 492.9096 0 3546896 128179 None CSRVol-1Item No.1.17.1 Pg No 10 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 309.16 309.16 7.5 False None None False None False 2318.7 0 3546897 128179 None Schedule Of Rates PWD, VOL 1 Item No.1.10 Pgno.7 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications ---- Work should be carried out as per the direction of engineer incharge of work. Cum 160.0 160.0 7.5 False None None False None False 1200.0 0 3546898 128179 None Electrical SR 2023-24 Vol 6Item No28.08Pg No56 Laying the GI Pipe 80 mm to 150 mm dia at Drainage Water Supply Crossing including fixing collars elbows, bends, Tees and other fitting with Cuts and Threads wherever necessary complete. ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 109.74 109.74 8.0 False None None False None False 877.92 0 3546899 128179 None Electrical SR 2023-24 Vol 6Item No35.01Pg No15 Epoxy Terminating Kit (Pothead) suitable for 1.1 kV, LTUG Cable ---- Work should be carried out as per the direction of engineer incharge of work. Set 382.32 382.32 2.0 False None None False None False 764.64 0 3546900 128179 None Schedule Of Rates PWD, Electrical SR 2019-20 Item Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 22.42 22.42 12.0 False None None False None False 269.04 0 3546901 128179 None Electrical SR 2023-24 Vol 6Item No5.35Pg No19 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter. ---- Work should be carried out as per the direction of engineer incharge of work. Each 6731.9 6731.9 2.0 False None None False None False 13463.8 0 3546902 128179 None CSR 2023-24, Vol- 1, Item No: 1.4.1,Page No-29 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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. In all kinds of soils Depth upto 1.5 m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 293.82 293.82 1.536 False None None False None False 451.30752 0 3546903 128179 None CSR 2023-24, Vol- 1, Item No: 2.1.5,Page No-15 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately).PCC 1:2:4 using 40 mm aggregate ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7264.08 7264.08 0.512 False None None False None False 3719.20896 0 3546904 128179 None CSR 2023-24, Vol - 2 Item No: 5.4,Page No-9 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7539.02 7539.02 1.8 False None None False None False 13570.236 0 3546905 128179 None VOL 5 2023-24, Item 10.6 ,Page No-116 RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm ---- Work should be carried out as per the direction of engineer incharge of work. Each 19353.18 19353.18 2.0 False None None False None False 38706.36 0 3546906 128179 None VOL 5 2023-24, Item 10.7 ,Page No-116 Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. ---- Work should be carried out as per the direction of engineer incharge of work. Each 2220.76 2220.76 2.0 False None None False None False 4441.52 0 3546907 128179 None CSR 2023-24 Item No: 8.40,Page No-48, Vol - 2 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 135.7 135.7 20.738 False None None False None False 2814.1466 0 3546908 128179 None CSR 2023-24 Item No: 8.30,Page No-63, Vol - 3 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman ---- Work should be carried out as per the direction of engineer incharge of work. cm 15.93 15.93 100.0 False None None False None False 1593.0 0 1721369397000 0 None None Buildings RO Plant 385860.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546909 128180 None Item no: 21.1.7 VOL5 Page No247 Water purification plants: Supplying, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components For 500 LPH SS : Skid Type (Page no: 247, Item no: 21.1.7 ---- Work should be carried out as per the direction of engineer incharge of work. Nos 385860.0 385860.0 1.0 False None None False None False 385860.0 0 1721369397000 0 None None Buildings Sump tank 528369.08 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546910 128181 None Item Code1.14.1VOL1Page No8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 120.36 120.36 55.2 False None None False None False 6643.872 0 3546911 128181 None Item Code1.9VOL1Page No34 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. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 313.88 313.88 20.7 False None None False None False 6497.316 0 3546912 128181 None Item Code2.1.4VOL1Page No15 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 20 mm and down size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7336.06 7336.06 1.5 False None None False None False 11004.09 0 3546913 128181 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 3.0 False None None False None False 22015.26 0 3546914 128181 None SINo1aVOL1Page No111 Formwork, Centering & Scaffloding 8% For Isolated Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 587.07 587.07 3.0 False None None False None False 1761.21 0 3546915 128181 None SINo1aVOL1Page No111 Formwork, Centering & Scaffloding 8% For Isolated Footingsump tank-walls ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 5.76 False None None False None False 42269.2992 0 3546916 128181 None SINo11VOL1Page No112 Formwork, Centering & Scaffloding 10% For Earth retaining structures ---- Work should be carried out as per the direction of engineer incharge of work. Cum 733.84 733.84 5.76 False None None False None False 4226.9184 0 3546917 128181 None SINo11VOL1Page No112 Formwork, Centering & Scaffloding 10% For Earth retaining structures Cover slab Collection sump ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 3.0 False None None False None False 22015.26 0 3546918 128181 None SINo15VOL1Page No112 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3669.21 3669.21 3.0 False None None False None False 11007.63 0 3546919 128181 None Item Code8.12VOL2Page No43 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 75.52 75.52 20.4 False None None False None False 1540.608 0 3546920 128181 None Item Code8.12VOL2Page No43 sump tank-walls ---- Work should be carried out as per the direction of engineer incharge of work. Cum 75.52 75.52 39.17 False None None False None False 2958.1184 0 3546921 128181 None Item Code8.12VOL2Page No43 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin-Charge. Cover slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 75.52 75.52 20.4 False None None False None False 1540.608 0 3546922 128181 None Item Code2.11AVOL1Page No18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- Work should be carried out as per the direction of engineer incharge of work. t 105559.26 105559.26 1.47 False None None False None False 155172.1122 0 3546923 128181 None Item Code15.2VOL2Page No149 Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface/Chajjas/Sunken portion of WC:Bathroom applied @ 1.2L/per m2,having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 L/m2, and spreading 60 gsm geotextile between two top coats completely as per specification. 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 869.66 869.66 43.8 False None None False None False 38091.108 0 3546924 128181 None Item Code8.3.1VOL2Page No41 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 417.72 417.72 43.8 False None None False None False 18296.136 0 3546925 128181 None Item Code18.3VOL5Page No221 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 ---- Work should be carried out as per the direction of engineer incharge of work. Each 2315.16 2315.16 2.0 False None None False None False 4630.32 0 3546926 128181 None Item Code13.33.9VOL2Page No129 Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.External on wall - 100mm nominal dia pipes Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.External on wall - 100mm nominal dia pipes ---- Work should be carried out as per the direction of engineer incharge of work. m 2978.32 2978.32 60.0 False None None False None False 178699.2 0 1721369397000 0 None None Buildings Septic & Soakpit tank 460115.44 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546927 128182 None Item Code1.14.1VOL1Page No8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 120.36 120.36 51.27 False None None False None False 6170.8572 0 3546928 128182 None Item Code2.1.3VOL1Page No15 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7067.02 7067.02 4.91 False None None False None False 34699.0682 0 3546929 128182 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 4.22 False None None False None False 30968.1324 0 3546930 128182 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 2.85 False None None False None False 20914.497 0 3546931 128182 None SINo11VOL1Page No112 Formwork, Centering & Scaffloding 10% For Earth retaining structures ---- Work should be carried out as per the direction of engineer incharge of work. Cum 733.84 733.84 2.853 False None None False None False 2093.64552 0 3546932 128182 None Item Code2.10cVOL1Page No18 Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7338.42 7338.42 4.02 False None None False None False 29500.4484 0 3546933 128182 None SINo15VOL1Page No112 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 3669.21 3669.21 4.0206 False None None False None False 14752.425726 0 3546934 128182 None Item Code2.11AVOL1Page No18 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- Work should be carried out as per the direction of engineer incharge of work. t 105559.26 105559.26 1.3862 False None None False None False 146326.246212 0 3546935 128182 None Item Code6.32VOL2Page No17 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. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 1545.8 1545.8 30.52 False None None False None False 47177.816 0 3546936 128182 None Item Code8.8VOL2Page No42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Out side) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 437.78 437.78 81.61 False None None False None False 35727.2258 0 3546937 128182 None Item Code8.12VOL2Page No43 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin-Charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 75.52 75.52 33.0 False None None False None False 2492.16 0 3546938 128182 None Item Code8.1.2VOL2Page No41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 284.38 284.38 26.8 False None None False None False 7621.384 0 3546939 128182 None Item Code18.3VOL5Page No221 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 lockingarrangements 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. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 2315.16 2315.16 5.0 False None None False None False 11575.8 0 3546940 128182 None Item Code13.33.9VOL2Page No123 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching refilling & testing of joints complete, as per direction of engineer in charge (External work) 100mm nominal dia pipes ---- Work should be carried out as per the direction of engineer incharge of work. Rmtr 2978.32 2978.32 20.0 False None None False None False 59566.4 0 3546941 128182 None Item Code17.1VOL2Page No175 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 1182.36 1182.36 6.81 False None None False None False 8051.8716 0 3546942 128182 None SINo1aVOL1Page No111 Formwork, Centering & Scaffloding 8% For Isolated Footing ---- Work should be carried out as per the direction of engineer incharge of work. Cum 587.07 587.07 4.22 False None None False None False 2477.4354 0 1721369397000 0 None None Buildings Rainwater harvesting 319505.23 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546943 128183 None RDW&S Page No86 Item Code 11.20.1 Supplying and erection of RCC rings of Well steining of 0.3Mtr depth using M20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering ,formwork and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S Coil at the rate of10Kgs/ring including cost of steel and fabrication ,bailing out of water,errection etc.,complete For 1.80m dia (clear)rings of steining thickness 0.075mm upto 18M depth ---- Work should be carried out as per the direction of engineer incharge of work. Each 1787.7 1787.7 100.0 False None None False None False 178770.0 0 3546944 128183 None Item1.6.1VolNo1P.No6 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work In all kinds of soils. Depth upto 1.50m ---- Work should be carried out as per the direction of engineer incharge of work. Cum 571.12 571.12 38.16 False None None False None False 21793.9392 0 3546945 128183 None Item Code1.9VOL1PageNo7 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. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 313.88 313.88 21.2 False None None False None False 6654.256 0 3546946 128183 None Item Code2.1.3VOL1PageNo15 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7067.02 7067.02 1.7 False None None False None False 12013.934 0 3546947 128183 None Item Code17.1VOL2PageNo175 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 1182.36 1182.36 3.41 False None None False None False 4031.8476 0 3546948 128183 None Item Code17.2VOL2PageNo175 Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineering-charge. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 1399.48 1399.48 3.41 False None None False None False 4772.2268 0 3546949 128183 None Item Code17.3VOL2PageNo175 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. ---- Work should be carried out as per the direction of engineer incharge of work. Cum 1406.56 1406.56 3.41 False None None False None False 4796.3696 0 3546950 128183 None Item Code2.5.2VOL1Page No16 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 8074.74 8074.74 3.84 False None None False None False 31007.0016 0 3546951 128183 None SL 15VOL1Page No112 Formwork, Centering & Scaffloding 50% For Roof Slab ---- Work should be carried out as per the direction of engineer incharge of work. Cum 4037.37 4037.37 3.8 False None None False None False 15342.006 0 3546952 128183 None Item Code2.11aVOL1Page No18 Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings ---- Work should be carried out as per the direction of engineer incharge of work. t 105559.26 105559.26 0.382 False None None False None False 40323.63732 0 1721369397000 0 None None Buildings Furniture 6953972.56 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546953 128184 None 2023-24 SR KSFIC.DWD-096 Page No7 Teak Wood Dias Table : Of size L-6'xW-36"xH-30". Made out of Teak wood Dias Table leg size3"x3". Table Top patti- 4"x1.25" and bottom portion shall be 2"x1". The top of the Table shall be provided with 18mm OST. Table top and Front should be provided with Blazer Cloth. Table top should be provided with 6mm plain glass with Diamond polish. Table shall be neatly finished and polished. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 35223.0 35223.0 1.0 False None None False None False 35223.0 0 3546954 128184 None 2023-24 SR KSFIC.DWD - 075 Page No5 Providing and fixing Wooden Platform : Made out of teak wood of section 50x50mm of legs, 50x50mm for horizontals both at suitable intervals from the point of view of stability, the top of the platform covered with commercial block board of 25mm thick, all sides covered with 6mm thick one side teak plywood fixed firmly to the platform including joining the wooden sections properly using nails/ screws, fevicol including cost of wood, nails/screws, fevicol, cost of painting/polishing, labour, all lead and lift, cost of any incidental charges etc.(Rate Per Sq.Mtr) ---- Work should be carried out as per the direction of engineer incharge of work. Sqm 9605.2 9605.2 9.07 False None None False None False 87119.164 0 3546955 128184 None 2023-24 SRKSFIC.DWD - 094 Page No7 Teak Wood Horse Shoe Table : Of size overall Length 16'. L-12' x Width 2' or 2.5'x Height 2.5' =2 Nos. & 4' one "U" shape Table, such that when three table joined together and make one Horse shoe table. Leg size 2.5"x2.5" turning legs. Table upper portion patti of 4"x1.25" and bottom patti 2"x1.5". Top should be OST covered with Green cloth on top and front portion. Top should be provided with 8mm glass with Diamond polish. The Table shall be neatly finished and polished. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 195880.0 195880.0 1.0 False None None False None False 195880.0 0 3546956 128184 None 2023-24 SR KSFIC.DWD - 098 Page No7 Teak Wood Witness Box : Length 4'xWidth 2.5'xHeight 4', made out of Teak wood legs (turning) size 4"x4" with side bars 3"x2". The Height from the ground shall be 6" with 18mm OST . Back Jungle wood support. All the sides shall be covered by 2"x2" reapers with suitable gap in between. The Witness Box shall be neatly finished and polished ---- Work should be carried out as per the direction of engineer incharge of work. Nos 51825.6 51825.6 1.0 False None None False None False 51825.6 0 3546957 128184 None 2023-24 SR KSFIC.DWD - 100 Page No7 Teak Wood Accused Dock : Of size Length 8'xwidth 3'xHeight 4' with wooden platform. Made out of Teak wood leg size 4""x4"". Side bars shall be 2""x2"" . All the side shall be covered with 2""x1"" reapers with suitable gap in between. A side door shall also be provided with locking device. The height of the Accused Dock from the ground shall be 6. The Accused Dock shall be neatly finished and polished. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 84936.0 84936.0 1.0 False None None False None False 84936.0 0 3546958 128184 None 2023-24 SR KSFIC.DWD - 052 Page No4 Teak Wood Typist & Computer Table (Size 4'X2') : Size: 121.92 L x 60.9cm B x 76.2cm H, Legs 4.44cm x 4.44 cm 6 nos. Side cross bars 10.16 x 2.54 cm Bottom portion 5.08 x 2.54 cm with 3 drawers or one small drawer and one cupboard on right side with 12mm OST Coverage. Top shall be made out of 1.90cm OST locking arrangements shall be provided. With Key board. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 29901.2 29901.2 10.0 False None None False None False 299012.0 0 3546959 128184 None 2023-24 SR KSFIC.DWD - 048 Page No3 Teak Wood Table : Of size-5'x2.5' or 5'x3'. Made out of Teak wood Legs of size 2.25"x2.25". All patties below the top to be of 4"x1.25". The storage on the right should be with one Drawer & one cupboard. The Door frame and the other 3 sides to be made out of Teak wood Frame of size 3"x1.25" and panels of OST pre laminated sheet of 12mm thickness . Top to be made out of OST pre laminated sheet of 18mm thickness with Teak wood edge bending. Complete with all accessories like 2 locks and handles. The Table shall be neatly finished and polished. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 41252.8 41252.8 57.0 False None None False None False 2351409.6 0 3546960 128184 None 2023-24 SR KSFIC.DWD - 060 Page No4 Teak Wood Table : Of size 7' X 3' Laminated Top all patties below the top to be of 4”x1.25”. Leg size 2.25”x2.25”. One side 2(or 3) drawers and another side 1 cabinet with shelf. Table 3 side closed with OST pre laminated sheet 12mm thickness. Complete with all accessories like 2 locks and handles with polish. Table shall be neatly finished and polished. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 49088.0 49088.0 7.0 False None None False None False 343616.0 0 3546961 128184 None 2023-24 SR KSFIC.DWD - 043 Page No3 Teak Wood Table (Size 3'X2') : With Teak Wood Beading. Made out of teak wood leg size 2" x 2" . Table upper side patti 4" x 1.25" . Lower side H shape middle 1 patti . The Table shall be neatly finished and polished. ---- Work should be carried out as per the direction of engineer incharge of work. Each 13192.4 13192.4 4.0 False None None False None False 52769.6 0 3546962 128184 None 2023-24 SR KSFIC.DWD - 097 Page No7 Teak Wood Dias Railing :- Made out of 3"x3" turning legs, affixed together in 2"x1" patti at top & bottom maintaining a distance of 12" between every leg. Further finished with 3"x1.5" pattis on top and bottom, such that the flat surface is seen above. To be fixed on site with necessary screws, embeded in the floor. (Per Running Meter ) ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 10738.0 10738.0 12.0 False None None False None False 128856.0 0 3546963 128184 None 2023-24 SR KSFIC.DWD - 101 Page No7 Teak Wood Ornamental Chair with Lobo : Made out of Teak Wood, Rear leg of height 4'6" and 2.5"x1.5" section and front leg of height 18" with 2.5"x2.5" section with curve shape. Seat frame of size 3"x1.5" with bottom 'H' type supports for legs. Seat and back to be made out of 32 density foam with cloth. The carms and the back to be shaped as per deisgn. Chair shall be neatly finished and polished. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 30444.0 30444.0 1.0 False None None False None False 30444.0 0 3546964 128184 None 2023-24 SR KSFIC.DWD - 067 Page No5 Teak Wood Revolving Chair : Chair upper construction seasoned teak wood with melomon polish, Stain less steel 5 caster wheel legs, Hydraulic height adjustment. The Chair shall be neatly finished and polished ---- Work should be carried out as per the direction of engineer incharge of work. Nos 16850.4 16850.4 1.0 False None None False None False 16850.4 0 3546965 128184 None 2023-24 SR KSFIC.DWD - 111 Page No8 Director Cushion Chair: High back chair with seat and back High quality feather touch Rexine. Arms with cushioning. Chair to have SS base with 5 Caster wheel legs along with Syncro Mechanisum. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 14868.0 14868.0 57.0 False None None False None False 847476.0 0 3546966 128184 None 2023-24 SR KSFIC.DWD - 112 Page No8 High Back Cushion Chair :- High back Chair with seat and back high quality feather touch Rexin. Arms with cushioning. Chair to have 5 caster wheel legs with Syncro Mechanisum. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 21216.4 21216.4 2.0 False None None False None False 42432.8 0 3546967 128184 None 2023-24 SR KSFIC.DWD - 091 Page No6 Teak Wood Stool: Height 21", 14" X 14" or 24"x14"x14" top teak wood planks legs size 2" X 2". thickness with bottom supporting patties of size 2"x1" section. Top to be Teak Wood planks. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 7221.6 7221.6 6.0 False None None False None False 43329.6 0 3546968 128184 None 2023-24 SR KSFIC.DWD - 088 Page No6 Notice Board: Of size 4'x3' using 18mm plywood for body, back 8mm plywood and 12mm soft board with cloth. And 5mm plain glass for door with lock, and alluminium chanal with teak wood beading. Outerside laminated sheet or veneer with polish, inner side paint or polish. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 18290.0 18290.0 2.0 False None None False None False 36580.0 0 3546969 128184 None 2023-24 SR KSFIC.DWD - 002 Page No1 Teak Wood Damaru Sofa Set : 1+3+1 with teapoy and cushion, front and back 4"x4" with turning. Sofa side bars 3.5'x1.25". Handle support patti 4"x1.25" and 2"x3", handle 6"x1.25". Seat and back support patti 2.5"x1.25". Sofa set shall be neatly finished and polished. ---- Work should be carried out as per the direction of engineer incharge of work. Nos 114200.4 114200.4 1.0 False None None False None False 114200.4 0 3546970 128184 None 2023-24 SR KSFIC.DWD - 017 Page No2 Teak Wood Side Teapoy : Size 1.3/4' x1.3/4 ' x1.5' made out of 2"x2" legs 2"x1.1/4" and 3"x1.1/4" side bars. Top with 8mm glass & reapers shelf with polish. ---- Work should be carried out as per the direction of engineer incharge of work. Each 9841.2 9841.2 2.0 False None None False None False 19682.4 0 3546971 128184 None 2023-24 SR KSFIC.DWD - 103 Page No7 Teak Wood Bench With Back : Size : 182.88cm L x 46cm W x 96cm H Legs 4.4 x 4.44cm. Patties at top and bottom around 5.68 x 2.54cm in section and polished seat shall be provided with 18mm block board with laminated sheet on the top of the Block board. Back with Teak wood patti. ---- Work should be carried out as per the direction of engineer incharge of work. Each 32096.0 32096.0 10.0 False None None False None False 320960.0 0 3546972 128184 None GEM ITEM 5116877- 72046465263 Steel Almera ---- Work should be carried out as per the direction of engineer incharge of work. Each 23600.0 23600.0 52.0 False None None False None False 1227200.0 0 3546973 128184 None GEM ITEM 5116877- 52718973956 Iron Safe locker box ---- Work should be carried out as per the direction of engineer incharge of work. Each 17700.0 17700.0 2.0 False None None False None False 35400.0 0 3546974 128184 None GEM ITEM 5116877- 26662330406 Steel three seater chairs ---- Work should be carried out as per the direction of engineer incharge of work. Each 11800.0 11800.0 20.0 False None None False None False 236000.0 0 3546975 128184 None GEM ITEM 5116877- 41482038408 Steel racks ---- Work should be carried out as per the direction of engineer incharge of work. Each 11759.0 11759.0 30.0 False None None False None False 352770.0 0 1721369397000 0 None None Buildings Electrification 5742662.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3546976 128185 None 2023-24 SR VOL6 1.2.1 (2 of 105) Electrical installation work Concealed Conduit System :Supplying heavy gauge PVC conduit pipe mm dia mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20mm dia 2mm thick (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 77.88 77.88 846.4 False None None False None False 65917.632 0 3546977 128185 None 2023-24 SR VOL6 1.2.2 (2 of 105) Concealed Conduit System :Supplying heavy gauge PVC conduit pipe . mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25mm dia 2mm thick.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 92.04 92.04 1900.0 False None None False None False 174876.0 0 3546978 128185 None 2023-24 SR VOL6 1.3.1 (2 of 105) Supplying heavy gauge PVC Conduit Pipe 25dia 2mm 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 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20mm dia 2mm thick.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 80.24 80.24 338.56 False None None False None False 27166.0544 0 3546979 128185 None 2023-24 SR VOL6 1.3.2 (2 of 105) Supplying heavy gauge PVC Conduit Pipe 25dia 2mm 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 18 SWG GI fish wire run throughout the conduit wherever necessary.25mm dia 2mm thick.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 93.22 93.22 760.0 False None None False None False 70847.2 0 3546980 128185 None 2023-24 SR VOL6 1.9.2 (3 of 105) Supplying PVC/GI flexible conduit pipe . mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely25mm.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 25.96 25.96 100.0 False None None False None False 2596.0 0 3546981 128185 None 2023-24 SR VOL6 2.1.1 (5 of 105) Point wiring using Copper wire with out switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm (Phase&Neutral) &1x1.0 Sqmm(earth Wire)Cable confirming to the GTP, 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. Short point upto3mtr from tapping point to out let via Switch.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Point 336.3 336.3 33.0 False None None False None False 11097.9 0 3546982 128185 None 2023-24 SR VOL6 2.1.2 5 of 105) Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Point 464.92 464.92 83.0 False None None False None False 38588.36 0 3546983 128185 None 2023-24 SR VOL6 2.1.3 (5 of 105) Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Point 672.6 672.6 52.0 False None None False None False 34975.2 0 3546984 128185 None 2023-24 SR VOL6 2.3.2 (5 of 105) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,1.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 30.68 30.68 607.4 False None None False None False 18635.032 0 3546985 128185 None 2023-24 SR VOL6 2.3.3 (5 of 105) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,2.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 49.56 49.56 2264.8 False None None False None False 112243.488 0 3546986 128185 None 2023-24 SR VOL6 2.3.4 (5 of 105) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,4 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 74.34 74.34 1200.0 False None None False None False 89208.0 0 3546987 128185 None 2023-24 SR VOL6 2.3.5 (5 of 105) Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade,6 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 108.56 108.56 1000.0 False None None False None False 108560.0 0 3546988 128185 None 2023-24 SR VOL6 3.4.2 (8 of 105) Supplying and flush mounting powder coated / galvanized metal box size 1-3way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 187.62 187.62 10.0 False None None False None False 1876.2 0 3546989 128185 None 2023-24 SR VOL6 3.4.3 (8 of 105) Supplying and flush mounting powder coated / galvanized metal box size 4-5way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 138.06 138.06 10.0 False None None False None False 1380.6 0 3546990 128185 None 2023-24 SR VOL6 3.4.5 (8 of 105) Supplying and flush mounting powder coated / galvanized metal box size 8way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 307.98 307.98 50.0 False None None False None False 15399.0 0 3546991 128185 None 2023-24 SR VOL6 3.4.6 (8 of 105) Supplying and flush mounting powder coated / galvanized metal box size 10-12way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 376.42 376.42 45.0 False None None False None False 16938.9 0 3546992 128185 None 2023-24 SR VOL6 3.5.2 (8 of 105) Supplying and fixing superior quality 3Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 189.98 189.98 10.0 False None None False None False 1899.8 0 3546993 128185 None 2023-24 SR VOL6 3.5.3 (8 of 105) Supplying and fixing superior quality 4Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 206.5 206.5 10.0 False None None False None False 2065.0 0 3546994 128185 None 2023-24 SR VOL6 3.5.5 (8 of 105) Supplying and fixing superior quality 8 modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 335.12 335.12 50.0 False None None False None False 16756.0 0 3546995 128185 None 2023-24 SR VOL6 3.5.6 (8 of 105) Supplying and fixing superior quality 10-12Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 405.92 405.92 45.0 False None None False None False 18266.4 0 3546996 128185 None 2023-24 SR VOL6 3.6.1 (9 of 105) Supplying and fixing of 6Amps 0ne way modular switch on existing modular switch plate as per IS 3854 and IS 1293.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 120.36 120.36 248.0 False None None False None False 29849.28 0 3546997 128185 None 2023-24 SR VOL6 3.6.3 (9 of 105) Supplying and fixing of 6Amps 3way modular Socketc on existing modular switch plate as per IS 3854 and IS 1293.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 201.78 201.78 150.0 False None None False None False 30267.0 0 3546998 128185 None 3.6.4 (9 of 105) Supplying and fixing of modular stepped fan regulator Two Module on existing modular switch plate as per and IS 1293.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 421.26 421.26 45.0 False None None False None False 18956.7 0 3546999 128185 None 2023-24 SR VOL6 3.6.7 (9 of 105) Supplying and fixing of 16Amps 0ne way modular switch on existing modular switch plate as per IS 3854 and IS 1293.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 212.4 212.4 20.0 False None None False None False 4248.0 0 3547000 128185 None 2023-24 SR VOL6 3.6.9 (9 of 105) Supplying and fixing of32Amps modular DP Switch on existing modular switch plate as per IS 3854 and IS 1293.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 384.68 384.68 20.0 False None None False None False 7693.6 0 3547001 128185 None 2023-24 SR VOL6 3.6.10 (9 of 105) Supplying and fixing of 6/16amps modular Universal Socket on existing modular switch plate as per IS 3854 and IS 1293.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 278.48 278.48 20.0 False None None False None False 5569.6 0 3547002 128185 None 2023-24 SR VOL6 3.14.6 (10 of 105) Supplying and fixing of 6AmpsLamp holder on existing board.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 83.78 83.78 168.0 False None None False None False 14075.04 0 3547003 128185 None 2023-24 SR VOL6 5.7.3 (14 of 105) Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.63amps.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 473.18 473.18 63.0 False None None False None False 29810.34 0 3547004 128185 None 2023-24 SR VOL6 5.18.1 (17 of 105) Supplying and fixing of miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.(PWD Electrical SR-II 2023-24) 6-32 Amps SP ---- Work should be carried out as per the direction of engineer incharge of work. Each 489.7 489.7 30.0 False None None False None False 14691.0 0 3547005 128185 None 2023-24 SR VOL6 5.18.4 (17 of 105) Supplying and fixing of miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.(PWD Electrical SR-II 2023-24) 6-32 A DP ---- Work should be carried out as per the direction of engineer incharge of work. Each 872.02 872.02 15.0 False None None False None False 13080.3 0 3547006 128185 None 2023-24 SR VOL6 5.18.8 (17 of 105) Supplying and fixing of miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.(PWD Electrical SR-II 2023-24) 40 A TPN ---- Work should be carried out as per the direction of engineer incharge of work. Each 3591.92 3591.92 10.0 False None None False None False 35919.2 0 3547007 128185 None 2023-24 SR VOL6 5.17.1 (17 105) Supplying and fixing regular MCCB distribution panel confirming to IS/IEC 61439-3 and IK09 tested as per IS/IEC 62262 with minimum IP43 protection provided with polyurethane (PUR) gasket, with suitable earthing system , on wall / wood/flush mounting required cl A, bolts, nuts, tec., with provision for fixing of suitable type capacity MCCB's as an incomer for three phase Double door with necessary bus bar completely wired to use on 440V 3 phase 4 wire powder coated painting etc., complete with provision for fixing single / three phase suitable capacity MCB's as outgoings confirming to IS/IEC 60898-2. 4 way ---- Work should be carried out as per the direction of engineer incharge of work. Each 12188.22 12188.22 4.0 False None None False None False 48752.88 0 3547008 128185 None 2023-24 SR VOL6 5.19.9 (18 of 105) Supplying and fixing 12 way regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.I - doble Door 12way sp&n.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 2748.22 2748.22 6.0 False None None False None False 16489.32 0 3547009 128185 None 2023-24 SR VOL6 6.4.1 (30 of 105) Supplying of Ceiling Fan with Capacitor rating as per guideline of BEE 5 Star rating and IS: 374/19 and also comply with IS: 1709/1984 with latest ammendement, Rated voltage 220 V / 50 hZ, Rated power upto 35W+/- 10%, Rated current as per IS: 374/19, Rated power factor 0.9 lagging (min), Rated speed 350+/- 10% RPM, Rated air delivery 210+/- 10% Cubic meter Minimum, Rated servive value 6.2 CMM / W, Three blades of blade leaf 1.05 m thick Aluminium alloy sheet, Class B motor insulation, Bearing two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise shall not exceed 75 degree C over and ambient of 40Deg.C by resistance method at 245 V, Insulation resistance shall not be less than Two Mega Ohms (2M Ohms), Leakage current should not exceed 210 Micro Amo, Power input, W & Current, Air Delivery & Fan speed as per IS: 374/2019 with lastest amendement, 2 Years manufacturing Warranty. (BLDC fans). 48 " Sweep 5 Star (1200mm) ---- Work should be carried out as per the direction of engineer incharge of work. Each 3158.86 3158.86 35.0 False None None False None False 110560.1 0 3547010 128185 None 2023-24 SR VOL6 6.4.2 (30 of 105) Supplying of Ceiling Fan with Capacitor rating as per guideline of BEE 5 Star rating and IS: 374/19 and also comply with IS: 1709/1984 with latest ammendement, Rated voltage 220 V / 50 hZ, Rated power upto 35W+/- 10%, Rated current as per IS: 374/19, Rated power factor 0.9 lagging (min), Rated speed 350+/- 10% RPM, Rated air delivery 210+/- 10% Cubic meter Minimum, Rated servive value 6.2 CMM / W, Three blades of blade leaf 1.05 m thick Aluminium alloy sheet, Class B motor insulation, Bearing two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise shall not exceed 75 degree C over and ambient of 40Deg.C by resistance method at 245 V, Insulation resistance shall not be less than Two Mega Ohms (2M Ohms), Leakage current should not exceed 210 Micro Amo, Power input, W & Current, Air Delivery & Fan speed as per IS: 374/2019 with lastest amendement, 2 Years manufacturing Warranty. (BLDC fans). 56 " Sweep 5 Star (1400mm) ---- Work should be carried out as per the direction of engineer incharge of work. Each 4429.72 4429.72 10.0 False None None False None False 44297.2 0 3547011 128185 None 2023-24 SR VOL6 11.3.3 (43 of 105) LED Indood supplying of 1x4 feet LED PVC square batten 36 W with high quality diffuser with life of 25000 burning hours at 70% lumen maintenance with CRI 80 power input 220-240V 50Hz & Power Factor 0.9 along with CE approved drivers. 2 years Warrenty againest any manufacturing defect working under standard electrical condition(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 1497.42 1497.42 125.0 False None None False None False 187177.5 0 3547012 128185 None 2023-24 SR VOL6 11.11.5 (47 of 105) Supplying & fixing of retrofi ttype LED bulb. W with OPALacry licdiffuser comprising of LED source with CCT 6500 degreeK, CRI70%. efficacy 80lumenper W, life25000 burning hoursand Compliance to IS10322/IEC60598, LM79&LM80. The LED are driven by HF electronic driver integrated in the system, with PF0.95, power loss should5%of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20, Life as per LM79. The operating input voltage should be between 130 to 275V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 12 Watt , 6500 K ---- Work should be carried out as per the direction of engineer incharge of work. Each 317.42 317.42 43.0 False None None False None False 13649.06 0 3547013 128185 None 2023-24 SR VOL6 13.7.1 (56 of 105) Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 143.96 143.96 125.0 False None None False None False 17995.0 0 3547014 128185 None 2023-24 SR VOL6 13.10 (57 of 105) Fixing a ceiling / wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. ceiling rose of approved quality with necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 201.78 201.78 45.0 False None None False None False 9080.1 0 3547015 128185 None 2023-24 SR VOL6 12.56 (54 of 105) Supplying,fixing,wiring,earthelectrodeforgroundingconduits,I.C.cutoutsandotherequipment'sonthemeterboardusing40mmdia2.90mmthickGIpipe2.5mlongburiedinapit.Thepitshouldbefilledwithequalproportionofsaltandcharcoal150mm allround thepipeto complete depth.The connection from the pipe to the conduitetc.,is to be established through GI wire of size as per lSI specification 7.3.3.of IS 732 using 12 mm dia bolts,nuts,washer sand check nuts etc., the pipe shall have 16 through holes of 12 mm dia (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. No 4141.8 4141.8 10.0 False None None False None False 41418.0 0 3547016 128185 None 2023-24 SR VOL6 32.07 13 of 81) 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Km 164667.82 164667.82 0.12 False None None False None False 19760.1384 0 3547017 128185 None 2023-24 SR VOL6 32.13 (13 of 81) 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip 70 Sqmm, 3.5 Core, (18 GI Strips - 4 x 0.8 mm) (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Km 375136.16 375136.16 0.15 False None None False None False 56270.424 0 3547018 128185 None 2023-24 SR VOL6 21.05 (52 of 81) Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 2.5 to 25 Sqmm (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Km 24645.48 24645.48 0.12 False None None False None False 2957.4576 0 3547019 128185 None 2023-24 SR VOL6 21.06 (52 of 81) Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 35 to 95 Sqmm (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Km 36744.02 36744.02 0.15 False None None False None False 5511.603 0 3547020 128185 None 2023-24 SR VOL6 5.37 (19 of 105) Supplying, fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 V grade, for power factor improvement of rotating machineries like induction motor.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Kvar 566.4 566.4 15.0 False None None False None False 8496.0 0 3547021 128185 None 2023-24 SR VOL6 5.38 (19 of 105) Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz12/24V D.C (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 607.7 607.7 3.0 False None None False None False 1823.1 0 3547022 128185 None 2023-24 SR VOL6 5.40.1 (20 of 105) Supplying . 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.100 A 4 x 30 x 10 mm Aluminium Strips (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 2908.7 2908.7 3.0 False None None False None False 8726.1 0 3547023 128185 None 2023-24 SR VOL6 5.41.2 (20 of 105) Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.50 x 50 x 6 mm (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Mtr 466.1 466.1 25.0 False None None False None False 11652.5 0 3547024 128185 None 2023-24 SR VOL6 5.42.1 (21 of 105) Fabricating supplying and mounting MS box made out .SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.16 SWG ((PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Sq CM 0.59 0.59 216200.0 False None None False None False 127558.0 0 3547025 128185 None 2023-24 SR VOL6 5.47 (21 of 105) Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 2731.7 2731.7 2.0 False None None False None False 5463.4 0 3547026 128185 None 2023-24 SR VOL6 6.1 (30 of 105) Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Nos 1760.56 1760.56 6.0 False None None False None False 10563.36 0 3547027 128185 None 2023-24 SR VOL6 11.8.2(46 of 105) Supply of LED Streetlight luminare with pressure dia cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiency1301m/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned.LED Streetlight 40 W (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Nos 4748.32 4748.32 13.0 False None None False None False 61728.16 0 3547028 128185 None 2023-24 SR VOL6 13.1.1 (56 of 105) Supplying and Fixing of.mm dia class A GI pipe bracket upto 2 ms long bent at suitable angle and fixing to this bracket 1x40/2x40 W fluorescent tube street light fitting of all capacities to GI or GI or rail or RCC pole / wall using suitable clA, bolts, and nuts and wiring using suitable capacity wires.Using 25mm dia G.I.Pipe(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 1154.04 1154.04 13.0 False None None False None False 15002.52 0 3547029 128185 None 2023-24 SR VOL6 13.14 (57 of 105) Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 580.56 580.56 6.0 False None None False None False 3483.36 0 3547030 128185 None 2023-24 SR VOL6 5.12.2(15 of 105) Supplying of on load change over switches 4 poles, AC- 23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution)100 A(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Nos 10070.12 10070.12 3.0 False None None False None False 30210.36 0 3547031 128185 None 2023-24 SR VOL6 5.14.3(16 of 105) Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947.40 A (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Nos 7220.42 7220.42 2.0 False None None False None False 14440.84 0 3547032 128185 None 2023-24 SR VOL6 5.15.9(17 of 105) 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 circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority 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). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.FOUR Pole.100A 25 kA (PWD Electrical SR-II 2023-24)" ---- Work should be carried out as per the direction of engineer incharge of work. Each 10014.66 10014.66 4.0 False None None False None False 40058.64 0 3547033 128185 None 2023-24 SR VOL6 5.20.1(18 of 105) Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.16A-25A 2 pole (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 5046.86 5046.86 6.0 False None None False None False 30281.16 0 3547034 128185 None 2023-24 SR VOL6 5.21(18 of 105) Supplying,fixingandwiringearthleakagerelaywithcorebalancedcurrenttransformersuitableforsinglephase50HzACwithlatestmicrocontrollerbased,digitalreadoutofpercentageleakagecurrent,programmabledelay/auto/manualresetfacilitysuitabletomountonDIN rail/ flush mounting on panel board.(PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Nos 10920.9 10920.9 3.0 False None None False None False 32762.7 0 3547035 128185 None 2023-24 SR VOL6 5.22 (18 of 105) Supplying, fixing and wiring 0 to 600V 96x96mm AC Voltmeter on existing panel/wood board. pole (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 533.36 533.36 3.0 False None None False None False 1600.08 0 3547036 128185 None 2023-24 SR VOL6 5.24 (18 of 105) Supplying, fixing and wiring 0 to 30A Direct Reading AC analog type Ammeter (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 548.7 548.7 3.0 False None None False None False 1646.1 0 3547037 128185 None 2023-24 SR VOL6 5.26 (18 of 105) Supplying, fixing and wiring 0 to 1500A CT operated AC analog type Ammeter without CT (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 566.4 566.4 1.0 False None None False None False 566.4 0 3547038 128185 None 2023-24 SR VOL6 5.29 (19 of 105) Supplying, fixing and wiring 3 Phase Digital Ammeter / Voltmeter (PWD Electrical SR-II 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Each 1681.5 1681.5 3.0 False None None False None False 5044.5 0 3547039 128185 None 2023-24 SR VOL6 5.31 (19 of 105) Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired.(PWD Electrical SR-II 2023-24)" ---- Work should be carried out as per the direction of engineer incharge of work. Nos 5180.2 5180.2 1.0 False None None False None False 5180.2 0 3547040 128185 None 2023-24 SR VOL6 5.33(19 of 105) 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 (PWD Electrical SR-II 2023-24)" ---- Work should be carried out as per the direction of engineer incharge of work. Each 10991.7 10991.7 1.0 False None None False None False 10991.7 0 3547041 128185 None 2023-24 SR VOL5 Item 11.1.7 Pg No127 Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete Light Duty GI pipe of 65mm dia (Volume - 5 SR Water Supply and Sewerage Works) ---- Work should be carried out as per the direction of engineer incharge of work. Rmtr 788.24 788.24 200.0 False None None False None False 157648.0 0 3547042 128185 None 2023-24 SR VOL5 Item 11.1.5 Pg No127 Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete Light Duty GI pipe of 40mm dia (Volume - 5 SR Water Supply and Sewerage Works) ---- Work should be carried out as per the direction of engineer incharge of work. Rmtr 486.16 486.16 30.0 False None None False None False 14584.8 0 3547043 128185 None 2023-24 SR VOL1 Item1.4.1 Pg No5 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.( PWD common SR Vol-I 2023-24)" ---- Work should be carried out as per the direction of engineer incharge of work. Cum 285.56 285.56 45.0 False None None False None False 12850.2 0 3547044 128185 None 2023-24 SR VOL1 Item1.10 Pg No7 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications ( PWD common SR Vol-I 2023-24) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 188.8 188.8 45.0 False None None False None False 8496.0 0 3547045 128185 None 2023-24 SR VOL6 Item10.1.6 Pg No42 Providing and commissioning 50Kva/40 Kw Generator Supplying, installing, testing and commissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS 1002/ISO 3046 Generator set specifications.50KVA/40kw ---- Work should be carried out as per the direction of engineer incharge of work. Set 728494.24 728494.24 1.0 False None None False None False 728494.24 0 3547046 128185 None 2023-24 SR VOL6 Item32.08 Pg No13 1.1 kV, XLPE or Heat resistant PVC insulated, PVC extruded Inner Seath Armoured LTUG Cable as per IS-1554 (part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975. 25 Sqmm 4 core (13 GI strips-4x0.8 mm) (ESCOM P.No. 13 of 81) ---- Work should be carried out as per the direction of engineer incharge of work. Km 212215.92 212215.92 0.2 False None None False None False 42443.184 0 3547047 128185 None 2023-24 SR VOL6 Item63.01Pg No28 Brass cable gland 25 mm (ESCOM P.no. 28 of 81) ---- Work should be carried out as per the direction of engineer incharge of work. No 93.22 93.22 8.0 False None None False None False 745.76 0 3547048 128185 None 2023-24 SR VOL6 Item21.05 Pg No52 Laying of Cable in Existing Trench/GI pipe/Stone Warw/RCC Hume pipe using Wooden/ Aluminium Rollers as directed by the department staff. LT Cable 2.5 to 25 Sqmm ---- Work should be carried out as per the direction of engineer incharge of work. Km 24645.48 24645.48 0.2 False None None False None False 4929.096 0 3547049 128185 None 2023-24 SR VOL6 Item66.04 Pg No30 HDPE/PLB Pipe 50/42 mm ---- Work should be carried out as per the direction of engineer incharge of work. Km 100316.52 100316.52 0.2 False None None False None False 20063.304 0 3547050 128185 None 2023-24 SR VOL6 Item6.8.5 Pg No31 Providing Air conditioners Supplying of . TR Invertor type split Air conditioners suitable for operation on A/C supply single phase 50 Hz 230 V with hermetically sealed inverter compressor with air cooled condenser, latest R410A / R-32 refrigerant fan motor, start & run capacitors, relay & over load protector internal unit, with one indoor & one outdoor unit The condenser unit will be placed outside the room avoid noise including standard length of suitable size copper tubing covered with nitrile rubber insulation tube. suitable capacity 3 core sheathed/ PVC copper cable and a battery operated wireless remote unit. 5 star 1.5 Ton capacity ---- Work should be carried out as per the direction of engineer incharge of work. Each 66498.9 66498.9 5.0 False None None False None False 332494.5 0 3547051 128185 None 2023-24 SR VOL6 Item6.8.6 Pg No31 Supplying of . TR Invertor type split Air conditioners suitable for operation on A/C supply single phase 50 Hz 230 V with hermetically sealed inverter compressor with air cooled condenser, latest R410A / R-32 refrigerant fan motor, start & run capacitors, relay & over load protector internal unit, with one indoor & one outdoor unit The condenser unit will be placed outside the room avoid noise including standard length of suitable size copper tubing covered with nitrile rubber insulation tube. suitable capacity 3 core sheathed/ PVC copper cable and a battery operated wireless remote unit. 5 star 2 Ton capacity ---- Work should be carried out as per the direction of engineer incharge of work. Each 79530.82 79530.82 3.0 False None None False None False 238592.46 0 3547052 128185 None 2023-24 SR VOL6 Item6.12 Pg No32 Installation charges for split type air conditioner with allied works for one indoor and one outdoor unit is to be mounted on suitable Angle Iron support upto 3.0 Ton split/cassette type A/C ---- Work should be carried out as per the direction of engineer incharge of work. Each 3746.5 3746.5 8.0 False None None False None False 29972.0 0 3547053 128185 None 2023-24 SR VOL6 Item6.22 Pg No32 Extra for Fabrication supply and fixing of Stand fabricated using slotted angle /L angle of size 6mm x 50mm for mounting out door/indoor A.C. unit/ Batteries. ---- Work should be carried out as per the direction of engineer incharge of work. Each 5672.26 5672.26 8.0 False None None False None False 45378.08 0 3547054 128185 None 2023-24 SR VOL6 Item9.1.3 Pg No38 Supplying, erecting, testing and commissioning of voltage stabilizer suitable for 170 to 270 v input and load variation from no load to full load, with over load protection, spike suppression, operating at 00 C to 400 C. Range etc., complete 5 kVA Capacity ---- Work should be carried out as per the direction of engineer incharge of work. Each 11405.88 11405.88 8.0 False None None False None False 91247.04 0 3547055 128185 None 2023-24 SR VOL6 Item6.13.1 Pg No32 Supplying and installation of insulated refrigarant copper tubing of 5/8" and 3/8" with polythen foam insulation 3 core 80 strand copper wiring between indoor and out door unit Leak testing oil and gas charging for additional piping length of tube. Split ---- Work should be carried out as per the direction of engineer incharge of work. m 1827.82 1827.82 40.0 False None None False None False 73112.8 0 3547056 128185 None 2023-24 SR VOL6 Item Code9.2.4 Page No38 UPS and LAN work Supplying, erecting, testing & commissioning of OFF- LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with all accessories complete and Excluding batteries and wiring complete 3 kVA OFF LINE UPS ---- Work should be carried out as per the direction of engineer incharge of work. Each 34387.56 34387.56 2.0 False None None False None False 68775.12 0 3547057 128185 None 2023-24 SR VOL6Item Code9.2.5 Page No38 Supplying, erecting, testing & commissioning of OFF- LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with all accessories complete and Excluding batteries and wiring complete 5 kVA OFF LINE UPS ---- Work should be carried out as per the direction of engineer incharge of work. Each 47079.64 47079.64 1.0 False None None False None False 47079.64 0 3547058 128185 None 2023-24 SR VOL6Item Code9.4.6Page No38 Supplying, installation, testing & commissioning of 12V .AH batteries in poly propylene container for D.G. sets. Low maintenance batteries, plate type 150 AH capacity ---- Work should be carried out as per the direction of engineer incharge of work. Each 33260.66 33260.66 12.0 False None None False None False 399127.92 0 3547059 128185 None 2023-24 SR VOL6Item Code8.1Page No36 Supplying and drawing UTP-CAT 6E LAN cable ---- Work should be carried out as per the direction of engineer incharge of work. m 44.84 44.84 1500.0 False None None False None False 67260.0 0 3547060 128185 None 2023-24 SR VOL6Item Code8.4.2Page No36 Supplying & Fixing of switch mounting rack with power manager & Cable manager. 6U with 450mm dept ---- Work should be carried out as per the direction of engineer incharge of work. Each 8232.86 8232.86 2.0 False None None False None False 16465.72 0 3547061 128185 None 2023-24 SR VOL6Item Code8.5Page No36 Supplying & Fixing of Power strip ---- Work should be carried out as per the direction of engineer incharge of work. Each 1719.26 1719.26 2.0 False None None False None False 3438.52 0 3547062 128185 None 2023-24 SR VOL6Item Code8.8Page No36 Supplying & Fixing of Fan ---- Work should be carried out as per the direction of engineer incharge of work. Each 1426.62 1426.62 2.0 False None None False None False 2853.24 0 3547063 128185 None 2023-24 SR VOL6Item Code8.9.3Page No36 Supplying fixing of Network Switches 10Port Gigabyte (manageable) ---- Work should be carried out as per the direction of engineer incharge of work. Each 23836.0 23836.0 2.0 False None None False None False 47672.0 0 3547064 128185 None 2023-24 SR VOL6Item Code8.9.11Page No36 16 port 10/100/1000 Switch ---- Work should be carried out as per the direction of engineer incharge of work. Each 7599.2 7599.2 2.0 False None None False None False 15198.4 0 3547065 128185 None 2023-24 SR VOL6Item Code8.10.2Page No37 Supplying & fixing of I/O socket with back box Double I/O " ---- Work should be carried out as per the direction of engineer incharge of work. Each 649.0 649.0 35.0 False None None False None False 22715.0 0 3547066 128185 None 2023-24 SR VOL6Item Code8.11.1Page No37 Supplying & Fixing of . ms Cat 6 Patch Cable 1m" ---- Work should be carried out as per the direction of engineer incharge of work. Each 264.32 264.32 35.0 False None None False None False 9251.2 0 3547067 128185 None 2023-24 SR VOL6Item Code8.12.6Page No37 Supplying & Fixing of Patch panel for LAN cabling 16 Port 10/100 patch panel" ---- Work should be carried out as per the direction of engineer incharge of work. Each 9145.0 9145.0 2.0 False None None False None False 18290.0 0 3547068 128185 None 2023-24 SR VOL6 item 4.4.5 Pg No12 Street lighting out side Fabricating, supplying and erection of . ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for .m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom . mm , top . mmwith 3 mm thick, suitable base plate and 4Nos of.long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended.7 m - Top 75 mm and Bottom 145 mm dia, (PWD Electrical SR 2023-24, Pg No: 12/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. Each 17700.0 17700.0 20.0 False None None False None False 354000.0 0 3547069 128185 None 2023-24 SR VOL6 item 4.6.4 Pg No13 Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete.Single Arm Bracket with 1000 mm Standard 40/50 mm dia (PWD Electrical SR 2023-24, Pg No: 13/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. Each 3186.0 3186.0 12.0 False None None False None False 38232.0 0 3547070 128185 None 2023-24 SR VOL6 item 4.6.5 Pg No13 Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete.Double Arm Bracket with 1500 mm Standard 40/50 mm dia (PWD Electrical SR 2023-24, Pg No: 13/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. Each 3894.0 3894.0 4.0 False None None False None False 15576.0 0 3547071 128185 None 2023-24 SR VOL6 item 11.8.5Pg No46 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit miss-wiring protection. ---- Work should be carried out as per the direction of engineer incharge of work. Each 11870.8 11870.8 28.0 False None None False None False 332382.4 0 3547072 128185 None 2023-24 SR VOL6 item 13.5Pg No56 Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires (PWD Electrical SR 2023-24, Pg No: 56/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. Each 191.16 191.16 28.0 False None None False None False 5352.48 0 3547073 128185 None 2023-24 SR VOL6 item 5.13.1Pg No15 Supply and fixing of 3pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947.25 A (PWD Electrical SR 2023-24, Pg No: 15/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. Each 1522.2 1522.2 1.0 False None None False None False 1522.2 0 3547074 128185 None 2023-24 SR VOL6 item 5.18.8Pg No17 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.40 A TPN (PWD Electrical SR 2023-24, Pg No: 17/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. Each 3591.92 3591.92 2.0 False None None False None False 7183.84 0 3547075 128185 None 2023-24 SR VOL6 item 5.22Pg No18 Supplying, fixing and wiring 0 to 600V 96x96mm AC Voltmeter on existing panel/wood board. (PWD Electrical SR 2023-24, Pg No: 18/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. Each 533.36 533.36 1.0 False None None False None False 533.36 0 3547076 128185 None 2023-24 SR VOL6 item 5.24Pg No18 Supplying, fixing and wiring 0 to 30A Direct Reading AC analog type Ammeter (PWD Electrical SR 2023-24, Pg No: 18/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. Each 548.7 548.7 1.0 False None None False None False 548.7 0 3547077 128185 None 2023-24 SR VOL6 item 5.27Pg No19 Supplying, fixing and wiring rotary selector switch suitable for Ammeter (PWD Electrical SR 2023-24, Pg No: 19/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. Each 236.0 236.0 1.0 False None None False None False 236.0 0 3547078 128185 None 2023-24 SR VOL6 item 5.28Pg No19 Supplying, fixing and wiring rotary selector switch suitable for Voltmeter (PWD Electrical SR 2023-24, Pg No: 19/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. Each 188.8 188.8 1.0 False None None False None False 188.8 0 3547079 128185 None 2023-24 SR VOL6 item 5.29Pg No19 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. (PWD Electrical SR 2023-24, Pg No: 19/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. Each 607.7 607.7 3.0 False None None False None False 1823.1 0 3547080 128185 None 2023-24 SR VOL6 item 5.41.2Pg No20 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and paintedwith 2 coats of red oxide and then two coats of approved paint. 50 x 50 x 6 mm (PWD Electrical SR 2023-24, Pg No: 20/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. m 466.1 466.1 10.0 False None None False None False 4661.0 0 3547081 128185 None 2023-24 SR VOL6 item 5.41.1Pg No20 Fabricating supplying and mounting MS box made out .SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paintand finally finished with approved colour etc., complete 14 SWG (PWD Electrical SR 2023-24, Pg No: 20/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. Sq CM 0.59 0.59 50000.0 False None None False None False 29500.0 0 3547082 128185 None 2023-24 SR VOL6 item 5.47Pg No21 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting (PWD Electrical SR 2023-24, Pg No: 21/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. Each 2731.7 2731.7 1.0 False None None False None False 2731.7 0 3547083 128185 None 2023-24 SR VOL6 item 32.05Pg No13 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm ---- Work should be carried out as per the direction of engineer incharge of work. Km 167373.56 167373.56 0.7 False None None False None False 117161.492 0 3547084 128185 None 2023-24 SR VOL6 item302.08Pg No13 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 25 Sqmm, 4 Core, (13 GI Strips - 4 x 0.8 mm) (PWD Electrical SR 2023-24, Pg No: 13/81 ) ---- Work should be carried out as per the direction of engineer incharge of work. Km 212215.92 212215.92 0.06 False None None False None False 12732.9552 0 3547085 128185 None 2023-24 SR VOL6 item 12.56Pg No54 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C.cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia (PWD Electrical SR 2023-24, Pg No: 54/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. No 4141.8 4141.8 2.0 False None None False None False 8283.6 0 3547086 128185 None 2023-24 SR VOL6 item 12.58.2Pg No54 GI/Copper strips for grounding connections, using necessary fixing materials as required. 25 x 3 mm GI strip (PWD Electrical SR 2023-24, Pg No: 54/105 ) ---- Work should be carried out as per the direction of engineer incharge of work. m 96.76 96.76 10.0 False None None False None False 967.6 0 3547087 128185 None 2023-24 SR VOL6 item 66.04Pg No30 HDPE/PLB Pipe 50/42 mm (PWD Electrical SR 2023-24, Pg No: 30/81 ) ---- Work should be carried out as per the direction of engineer incharge of work. Km 100316.52 100316.52 0.03 False None None False None False 3009.4956 0 3547088 128185 None 2023-24 SR VOL6 item 66.05Pg No30 HDPE/PLB Pipe 40/33 mm (PWD Electrical SR 2023-24, Pg No: 30/81 ) ---- Work should be carried out as per the direction of engineer incharge of work. Km 73556.48 73556.48 0.7 False None None False None False 51489.536 0 3547089 128185 None 2023-24 SR VOL1 item 1.4.1Pg No5 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. In all kinds of soils Depth upto 1.5 m (PWD Common SR 2023-24 Vol-I, Pg No:5) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 285.56 285.56 270.81 False None None False None False 77332.5036 0 3547090 128185 None 2023-24 SR VOL6 item 2.1.2Pg No15 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I, Pg No:15) ---- Work should be carried out as per the direction of engineer incharge of work. Cum 6683.52 6683.52 1.3 False None None False None False 8688.576 0 3547091 128185 None 2023-24 SR VOL1 item 2.2.1Pg No15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I, Pg No:15) RCC ---- Work should be carried out as per the direction of engineer incharge of work. Cum 7418.66 7418.66 13.5 False None None False None False 100151.91 0 3547092 128185 None 2023-24 SR VOL6 item 2.11.hPg No18 Steel fabrication: Supplying , fitting and placing TMT FE 550 / 550 D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping / welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- Work should be carried out as per the direction of engineer incharge of work. t 93232.98 93232.98 0.156 False None None False None False 14544.34488 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1721369398000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1721369398000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1721369398000 1 None None ELIGIBILITY Conditional tenders will not be accepted None 1721369398000 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 1721369398000 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 1721371481000 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 1721371490000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1721371499000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder None 1721371506000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should give all details and documents as per Technical and Financial bid attached to this tender. None 1721371519000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. None 1721371528000 0 None None ELIGIBILITY All necessary arrangements shall be made and precaution taken to prevent completely or partially, damage to the structure or labours / employees during construction period. (As per recent Labour Act) Contractor shall be fully responsible for any damage to the structure during the construction and maintainance period.Any damage caused due to any reasons shall be rectified / replaced at his own cost as per the direction of Engineer in charge. Nothing shall be payable by the Department on account of inclusive of all such arrangements/ precautions work needed. None 1721371554000 0 None None ELIGIBILITY Tenderer shall obtain the Work Done Certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer( District Level Officer), scan the original Certificate and attach the scanned file to the tender. The Original Certificate shall be produced at the time of opening of Technical Bids for physical verification None 1721371567000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards labour welfare fund. None 1721371579000 0 None None ELIGIBILITY The employer reserves the rights to Reject one or all Tenders without assigning any reasons. None 1721371589000 0 None None ELIGIBILITY The Item Rates quoted shall include cost of Royalty charges on constructive materials & other taxes as per the rates prevailing Government Orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading with all leads and lifts, labour, hire charges of machinery & equipment etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer-in-charge of work. None 1721371602000 0 None None ELIGIBILITY The construction materials (minerals metal ,sand and Murom) shall be bought from the authorized quarries along with the mineral dispatch permit or else 5 times the royalty will be deducted as penalty as per the Directions on the Director, Mines and Geology Department Bangalore proceedings dated 25.03.2013. None 1721371711000 0 None None ELIGIBILITY The awarded Contractor has to Submit his bills through e-MB for payment.( Billing is through e-Mb ie: Contractor has to produce Soft copy and hard Copy of RA or Final bill for payments) None 1721371730000 0 None None ELIGIBILITY The Important Original Documents Certificates which are uploaded like Work done Line of Credit Turn over Certificates and Machineries Ownership Documents shall be produced at the time of opening of Tender for physical verification. If fail to Produce documents Certificates on or before the time of opening the Bid is liable for Rejection with out any prior notice. None 1721371740000 0 None None ELIGIBILITY As per Karnataka state Government order LD/95/LET/2013 Bangalore dated 01.04.2013 the Contractor shall be registered under section 7 of Buildings and other Construction workers (Regulation of Employment and Conditions of Service) Act and the construction labour shall get the registration under section 12 of the act before making payment of running bills None 1721371755000 0 None None ELIGIBILITY The Item rates quoted shall include cost of Royalty charges on construction materials None 1721371765000 0 None None ELIGIBILITY The amount put to tender and tendered amount are inclusive of all taxes(GST also). None 1721371785000 0 None None ELIGIBILITY The tenderer should maintain the building during the DEFECT LIABILITY PERIOD, which is up to One year after successful completion of the work. None 1721378215000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire committement Agreement for the Machinery and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification. None 1721378270000 0 None None ELIGIBILITY All materials required for the work shall be procured by the tenderer himself and should be got tested by the quality control authorities at his own cost before use on work. None 1721378285000 0 None None ELIGIBILITY Department will not supply any materials. None 1721378356000 0 None None ELIGIBILITY Star rates are applicable . None 1721378481000 0 None None ELIGIBILITY It is mandatory to use Manufactured sand as per Govt. Circular No.PWD 72 BMS 2013 Dtd.31-07-2013.Also it is mandatory that the bidders should upload the required documents which demonstrate that the bidder owns sand manufacturing unit or an agreement with the manufactured sand suppliers. The Manufactured sand should be got tested to confirm IS 383-2007 before use. None 1721378591000 0 None None ELIGIBILITY The EMD of Rs.1330000.00shall be paid in full through e-payment or in two parts i.e,Part(1)Rs. 1,00,000.00 by e-payment part (2)12,30,000.00 in the form of BG to be upload. None 1721540994000 1 None None ELIGIBILITY Work Completion/Execution Period : 11 Months(INCLUDING MONSOON PERIOD) None 1721541008000 0 None None ELIGIBILITY The Project Completion period is 11 months and the Tenderer should maintain work during the defect liability period, which is (1) one year after successful completion of the work. None 1721826759000 0 None None ELIGIBILITY The field Lab shall preferably located, adjacent to the site with the required amenity as per the clause. Failing which 1% of the amount of work done will be penalized None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Executed in any one year the following minimum quantities of work1)Earthwork/Subgrade/Embankment-28808.312Cum 2)Concrete work (Including PCC/RCC)-2304.29Cum 3)Steel-124.15Tonne 4)SSM/BBM/UCR/Solid blocks-418.61Cum 5) Plastering:4200.64 sqm 6)Granite/vitrified tiles/ceramic tiles flooring:874.38 sqm Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None 3.2(b) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2019-20,2020-21 ,and 2021-22,2022-23,2023-24 Satisfactorily completed as prime contractor, at least one similar work (to an extent of 50% of the contract value), such as Construction of Building Works of value not less than Rs 442.12 lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified,if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity-( AxNx1.5-B )whereA-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress.N -Number of years prescribed for completion of the works for which tenders are invited -0.916 Year.B-Value at 2024-25price level, of existing commitments and on-going works to be completed during the next 0.916year (Period of completion of the works for which tenders are invited) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None Assessed Tender Capacity shall be more than the Tendered Amount Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Others 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 work, if awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None As per this note, each tenderer should demonstrate availability of few key equipments /machinery for execution of the work . However as per Govt circular no GO-FD/AE 263/EXP12-2022 dt-11-05-2022, this clause for owning key equipments for works costing up to Rs.3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in construction as per Morth specification KeyEquipment :-1 Concrete Batch Mix Plant-0Nos own and 01 No HIRE/LEASE 2. Self loading concrete mixer-01 Nos Own and 01 Hire/Lease3.Tippers - 0 Nos own and 02 Nos HIRE/LEASE 4.Shuttering materials - 250.00 Sqm Own and 250.00 Sqm. Hire/lease5.Water Tanker-2 Nos own and 0 Nos Hire/Lease6.Excavator like JCB / Hitachi-0 Nos own and 02 Nos Hire/ Lease 7.Plate and Pin Vibrators 02 NosOwn and 02 Nos hire/lease 8.Concrete transit vehicle-0 Nos own and 2 Nos Lease/Hire 9.Pumping Machinery-01 No Own and 0 Nos Lease/Hire Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Hire commitment Agreement ownership documents Lease Commitments Agreement Information in format-8 None None None None 3.2 (a) To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2019-20,2020-21 ,and 2021-22,2022-23,2023-24 Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.1768.5 lakhs. The Bidder shall submit the Balance sheets and IT Returns of the same period to substantiate the turnover certificate. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets and /or availability of credit facilities of no less than Rs.241.16 Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Latest Income tax clearance Certificate Financial Status others-EMD details createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None List of Financial Resources with Certificates Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None Value at 2024-25 price level, of existing commitments and on-going works to be executed during the next 12 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2024-25), (Monthwise commitment shall be furnished). Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Statement on the Letter head of the tenderer None None None None The EMD of Rs.1330000.00shall be paid in full through e-payment or in two parts i.e,Part(1)Rs. 1,00,000.00 by e-payment part (2)12,30,000.00 in the form of BG to be upload. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- EMD DETAILS None None None None Information on litigation in which the Tender is involved. Others Others -- Information on litigation in which the Tender is involved. createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None Banker DetaList of existing commitments and ongoing worksils for reference Others Others -- Information in format IV createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information in format IV None None None None Contractor PWD registration certificate. Others PWD Registration Certificate (Class I/II/III/IV) createdTs version createdDate modifiedDate documentName None None None None Others -- PWD Registration Certificate (Class I/II/III/IV) None None None None Proposed methodology and Program of construction, backed with equipment, planning and deployment, duly supported with Broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. Others Others -- Bar Chart/ PERT and Report createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Bar Chart/ PERT and Report None None None None Information on the Works for which tenderer has submitted Tender Others Others -- Information in Format VI createdTs version createdDate modifiedDate documentName None None None None Others -- Others -- Information in Format VI
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Contractor PWD Registration Certificate True Technical Bid Bid capacity on the contractor letter head True Technical Bid LOC Should in the prescribed format-2 True Technical Bid Any other related documents. True Technical Bid Present Postal address and phone number of the Contractor is Complusory. True Technical Bid Satisfactorily completed as prime contractor, at least one similar work done certificate. True Technical Bid Quantity wise workdone certificate. True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1721981334000 version 0 createdDate None modifiedDate None blockNumber EE PWD GADAG DIVISION OFFICE street None city GADAG state Karnataka pin 582103
tenderRecallDTO	None