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noticeInvitingTenderDTO	createdTs 1722417952830 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 389000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 31-08-2024 17:30:00 tenderQueryClose 22-08-2024 11:00:00 technicalBidOpen 02-09-2024 11:00:00 publishedDate 01-08-2024 17:21:39 publishedByPost KSPHIDCL_EECNT_CNT_BNG publishedByUser KPE13762 - SHIVAPRAKASH G bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 19-08-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson SHIVAPRAKASH G splitEmdRequiredYn True emdBankGuarantee 289000.00 emdCash 100000.00 bgValidityPeriod 120 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08025584130 mobileNumber 7892672609 tenderSupplierList None
tenderSchedule	createdTs 1722417952854 version 6 createdDate None modifiedDate None tenderNumber KSPHIDCL/2024-25/BD/WORK_INDENT119 title Construction of 3 Bay Fire Station at Nagarabhavi, Bangalore Urban District under K-SAFE-2 Scheme description Construction of 3 Bay Fire Station at Nagarabhavi, Bangalore Urban District under K-SAFE-2 Scheme category WORKS categoryText Works ecv 25896917.32 deptName Karnataka State Police Housing and Infrastructure Development Corporation Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 7550 locationName KSPHIDCL Contracts Section Bengaluru provisionalAmount 30000000.0 groupOverheadTotal 0.0 fileNumber PHC/CNT/BNG(U)/TND/19/2024-25/WI-119
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1722417953000 0 None None Buildings Construction of 3 Bay Fire Station At Nagarabhavi, Bangalore Urban District. 22228826.25 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3657981 133462 None P no 6, I no 1.6.1, Vol-1 1.6 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. 1.6.1 In all kinds of soils. Depth upto 1.50m CUBIC METER 123.31 123.31 282.6 False None None False None False 34847.406 0 3657982 133462 None Vol-1,It. No.1.14.1 Pg No 8 1.14 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m CUBIC METER 132.39 132.39 440.87 False None None False None False 58366.7793 0 3657983 133462 None CSR 2023 Vol-2, It. No.4.1 Pg No.5 4.1Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement 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 chloropyriphos emulsifiable concentrates of 20% concentration at 3.19 Litre/sqm., including cost of chemical, diluting in water to one percent concentration, labour, HOM complete as per specifications. (Plinth area of the building at ground floor only shall be measured ) Specification No. KBS : 3.2.6 / 3.2.7 CUBIC METER 153.16 153.16 584.98 False None None False None False 89595.5368 0 3657984 133462 None Vol-I Item No2.1.2 Page No. 15 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)2.1.2 Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates CUBIC METER 7351.87 7351.87 143.85 False None None False None False 1057566.4995 0 3657985 133462 None Vol-I Item No1.23 Page No. 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications CUBIC METER 3481.23 3481.23 66.3 False None None False None False 230805.549 0 3657986 133462 None Vol-2 Item No 5.4 Page No. 9 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) CUBIC METER 8292.92 8292.92 34.69 False None None False None False 287681.3948 0 3657987 133462 None Vol-I, It. No.2.10 Pg No.18 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.Including 8% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge. For Column Footing CUBIC METER 8718.04 8718.04 62.81 False None None False None False 547580.0924 0 3657988 133462 None Vol-I, It. No.2.10 Pg No.18 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 CUBIC METER 8072.26 8072.26 56.72 False None None False None False 457858.5872 0 3657989 133462 None Vol-I, It. No.2.10 Pg No.18 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.Including 60% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge. For Plinth Beam CUBIC METER 12915.61 12915.61 14.4 False None None False None False 185984.784 0 3657990 133462 None Vol-I, It. No.2.10 Pg No.18 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.Including 60% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge. For For grade beam CUBIC METER 12915.61 12915.61 7.75 False None None False None False 100095.9775 0 3657991 133462 None Vol-I, It. No.2.10 Pg No.18 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 Including 50% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge. For staircase CUBIC METER 12108.39 12108.39 4.32 False None None False None False 52308.2448 0 3657992 133462 None Vol-I, It. No.2.10 Pg No.18 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.Including 50% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge. For staircase-First floor CUBIC METER 12229.48 12229.48 4.9 False None None False None False 59924.452 0 3657993 133462 None Pg-16, It No 2.5.2, Vol-1 2.5 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. 2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including 70% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge. For columns CUBIC METER 15099.76 15099.76 20.74 False None None False None False 313169.0224 0 3657994 133462 None Pg-16, It No 2.5.2, Vol-1 2.5 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. 2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including 70% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge. For First floor columns CUBIC METER 15250.76 15250.76 14.87 False None None False None False 226778.8012 0 3657995 133462 None Pg-16, It No 2.5.2, Vol-1 2.5 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. 2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including 60% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge. For lintel and cills CUBIC METER 14211.54 14211.54 13.77 False None None False None False 195692.9058 0 3657996 133462 None Pg-16, It No 2.5.2, Vol-1 2.5 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. 2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Including 60% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge. For First floor cills CUBIC METER 14353.65 14353.65 13.9 False None None False None False 199515.735 0 3657997 133462 None Pg-16, It No 2.5.2, Vol-1 2.5 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. 2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including 45% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge. For chejja & loft CUBIC METER 12879.21 12879.21 1.58 False None None False None False 20349.1518 0 3657998 133462 None Pg-16, It No 2.5.2, Vol-1 2.5 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. 2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including 45% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge. For first floor chejja and loft CUBIC METER 13008.0 13008.0 2.24 False None None False None False 29137.92 0 3657999 133462 None Pg-7, It No 1.9, Vol-1 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m CUBIC METER 345.26 345.26 441.87 False None None False None False 152560.0362 0 3658000 133462 None Pg-7, It No 1.11, Vol-1 1.11 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. CUBIC METER 562.03 562.03 230.57 False None None False None False 129587.2571 0 3658001 133462 None Pg-17, It No 6.32, Vol-2 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications Sqm 1700.38 1700.38 506.34 False None None False None False 860970.4092 0 3658002 133462 None Pg-17, It No 6.32, Vol-2 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications Sqm 1717.38 1717.38 455.97 False None None False None False 783073.7586 0 3658003 133462 None Pg-17, It No 6.34, Vol-2 6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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 CUBIC METER 1432.99 1432.99 58.63 False None None False None False 84016.2037 0 3658004 133462 None Pg-17, It No 6.34, Vol-2 6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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 CUBIC METER 1447.31 1447.31 68.0 False None None False None False 98417.08 0 3658005 133462 None Page No.15, Item No. 2.1.4 of PWD vol-2 SR 2023 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates CUBIC METER 8311.75 8311.75 23.58 False None None False None False 195991.065 0 3658006 133462 None Vol-I, It. No.2.10 Pg No.18 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.Including 60% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge.For beams CUBIC METER 12915.62 12915.62 16.73 False None None False None False 216078.3226 0 3658007 133462 None Vol-I, It. No.2.10 Pg No.18 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.Including 60% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge. for beams CUBIC METER 13044.78 13044.78 19.17 False None None False None False 250068.4326 0 3658008 133462 None Vol-I, It. No.2.10 Pg No.18 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.Including 50% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge. for roof slab CUBIC METER 12108.39 12108.39 31.54 False None None False None False 381898.6206 0 3658009 133462 None Vol-I, It. No.2.10 Pg No.18 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.Including 50% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge. for roof slab CUBIC METER 12229.48 12229.48 62.15 False None None False None False 760062.182 0 3658010 133462 None Pg-100, It No 12.13.2, Vol-2 Providing Red 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. CUBIC METER 129280.8 129280.8 0.32 False None None False None False 41369.856 0 3658011 133462 None Pg-100, It No 12.13.2, Vol-2 Providing Red 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 CUBIC METER 130573.6 130573.6 0.32 False None None False None False 41783.552 0 3658012 133462 None Pg-10, It No 12.51, Vol-2 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 No 1318.76 1318.76 12.0 False None None False None False 15825.12 0 3658013 133462 None Pg-105, It No 12.57.4, Vol-2 12.57 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification 12.57.4 -do- 35 mm thick both side Teak Sqm 5882.53 5882.53 13.86 False None None False None False 81531.8658 0 3658014 133462 None Pg-106, It No 12.57.4, Vol-2 12.57 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification 12.57.4 -do- 35 mm thick both side Teak Sqm 5941.35 5941.35 12.81 False None None False None False 76108.6935 0 3658015 133462 None Page No. 112, Item No. 12.96 of PWD vol-2 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame Rmtr 834.61 834.61 21.0 False None None False None False 17526.81 0 3658016 133462 None Page No. 112, Item No. 12.96 of PWD vol-2 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame Rmtr 842.95 842.95 21.0 False None None False None False 17701.95 0 3658017 133462 None Page No. 112, Item No. 12.97.1 of PWD vol-2 Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles,with wooden frame and suitable blocks of seasoned wood inside at required laces for fixing of fittings, cast monolithically with 5 mm thick FRP laminate or panels onforming to IS: 14856, including fixing to frames.30 mm thickness Sqm 4158.79 4158.79 6.3 False None None False None False 26200.377 0 3658018 133462 None Page No. 112, Item No. 12.97.1 of PWD vol-2 Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles,with wooden frame and suitable blocks of seasoned wood inside at required laces for fixing of fittings, cast monolithically with 5 mm thick FRP laminate or panels onforming to IS: 14856, including fixing to frames.30 mm thickness Sqm 4200.37 4200.37 6.3 False None None False None False 26462.331 0 3658019 133462 None Pg-109, It No 12.87, Vol-2 Providing & fixing of 2.5 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 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Sqm 8503.19 8503.19 17.14 False None None False None False 145744.6766 0 3658020 133462 None Pg-109, It No 12.87, Vol-2 Providing & fixing of 2.5 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 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock Sqm 8588.22 8588.22 19.58 False None None False None False 168157.3476 0 3658021 133462 None Pg-110, It No 12.85, Vol-2 12.85 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. Sqm 7423.26 7423.26 1.44 False None None False None False 10689.4944 0 3658022 133462 None Pg-110, It No 12.85, Vol-2 12.85 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 Sqm 7497.49 7497.49 2.16 False None None False None False 16194.5784 0 3658023 133462 None Page No.107, Item No.12.74.1 of PWD vol-II Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete 125x64x1.90mm No 132.39 132.39 36.0 False None None False None False 4766.04 0 3658024 133462 None Page No.107, Item No.12.74.1 of PWD vol-II Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete 125x64x1.90mm No 133.71 133.71 24.0 False None None False None False 3209.04 0 3658025 133462 None Pg No.219, It No.22.15.7 vol-II Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Tower Bolts 250x10mm No 259.6 259.6 9.0 False None None False None False 2336.4 0 3658026 133462 None Pg No.219, It No.22.15.7 vol-II Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Tower Bolts 250x10mm No 262.19 262.19 7.0 False None None False None False 1835.33 0 3658027 133462 None Pg No.219, It No.22.15.6 vol-II Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Tower Bolts 200x10mm No 194.7 194.7 9.0 False None None False None False 1752.3 0 3658028 133462 None Pg No.219, It No.22.15.6 vol-II Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Tower Bolts 200x10mm No 196.64 196.64 6.0 False None None False None False 1179.84 0 3658029 133462 None Pg No.219, It No.22.15.1 vol-II Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Handles 200mm No 584.1 584.1 9.0 False None None False None False 5256.9 0 3658030 133462 None PPg No.219, It No.22.15.1 vol-II Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Handles 200mm No 589.94 589.94 6.0 False None None False None False 3539.64 0 3658031 133462 None Pg No.219, It No.22.15.2 vol-II Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Handles 300mm No 713.9 713.9 9.0 False None None False None False 6425.1 0 3658032 133462 None Pg No.219, It No.22.15.2 vol-II Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Handles 300mm No 721.03 721.03 6.0 False None None False None False 4326.18 0 3658033 133462 None Pg No.219, It No.22.15.10 vol-II Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Handles 300mm No 129.8 129.8 9.0 False None None False None False 1168.2 0 3658034 133462 None Pg No.219, It No.22.15.10 vol-II Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Handles 300mm No 131.09 131.09 6.0 False None None False None False 786.54 0 3658035 133462 None Pg No.105, It No.12.60 vol-II 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. No 1365.49 1365.49 1.0 False None None False None False 1365.49 0 3658036 133462 None Pg No.105, It No.12.60 vol-II 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. No 1379.14 1379.14 1.0 False None None False None False 1379.14 0 3658037 133462 None Pg No.218, It No.22.15.4 vol-II Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 300mm No 486.75 486.75 12.0 False None None False None False 5841.0 0 3658038 133462 None Pg No.218, It No.22.15.4 vol-II Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 300mm No 491.62 491.62 12.0 False None None False None False 5899.44 0 3658039 133462 None Pg No.105, It No.12.59 vol-II 12.59 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. No 1445.97 1445.97 4.0 False None None False None False 5783.88 0 3658040 133462 None Pg No.105, It No.12.65 vol-II ) (Pg No.105, It No. 12.65 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. No 76.58 76.58 12.0 False None None False None False 918.96 0 3658041 133462 None Pg-85, It No 11.34A, Vol-2 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kg 218.06 218.06 1235.09 False None None False None False 269323.7254 0 3658042 133462 None Pg-85, It No 11.34A, Vol-2 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding Kg 220.24 220.24 443.1 False None None False None False 97588.344 0 3658043 133462 None Page No.85 Item No.11.26.1 vol-II 11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Rmtr 179.12 179.12 2545.0 False None None False None False 455860.4 0 3658044 133462 None Pg-40, It No 8.10, Vol-2 8.10 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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-charg. For Ceiling(For roof slab GF) Sqm 273.87 273.87 261.13 False None None False None False 71515.6731 0 3658045 133462 None Pg-40, It No 8.10, Vol-2 8.10 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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-charg. For Ceiling(FF) Sqm 276.61 276.61 492.38 False None None False None False 136197.2318 0 3658046 133462 None Pg-42, It No 8.2.1, Vol-2 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 330.99 330.99 643.69 False None None False None False 213054.9531 0 3658047 133462 None Vol-II Item No 8.1.1Page No. 41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners. Sqm 334.3 334.3 741.14 False None None False None False 247763.102 0 3658048 133462 None Pg-41, It No 8.2.1, Vol-2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 382.91 382.91 88.0 False None None False None False 33696.08 0 3658049 133462 None Pg-41, It No 8.2.1, Vol-2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 386.74 386.74 72.21 False None None False None False 27926.4954 0 3658050 133462 None Pg-42, It No 8.2.1, Vol-2 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Out side walls) Sqm 382.91 382.91 542.98 False None None False None False 207912.4718 0 3658051 133462 None Pg-42, It No 8.2.1, Vol-2 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Out side walls)FF Sqm 386.74 386.74 543.62 False None None False None False 210239.5988 0 3658052 133462 None Pg-41, It No 8.3.2, Vol-2 8.3.2 Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 432.23 432.23 326.86 False None None False None False 141278.6978 0 3658053 133462 None Pg-54, It No 8.80, Vol-2 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20mm to 25 mm wide to required depth. m 85.66 85.66 47.41 False None None False None False 4061.1406 0 3658054 133462 None Pg-54, It No 8.80, Vol-2 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20mm to 25 mm wide to required depth.First floor m 86.52 86.52 48.2 False None None False None False 4170.264 0 3658055 133462 None Pg-42, It No 8.12, Vol-2 8.12 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 Kg 83.07 83.07 12.0 False None None False None False 996.84 0 3658056 133462 None Pg-42, It No 8.12, Vol-2 8.12 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. Kg 83.89 83.89 10.0 False None None False None False 838.9 0 3658057 133462 None P no 43, I no 18.16.2 Vol-2 8.16 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment 8.16.3 Plaster mesh 100mm wide Rmtr 49.32 49.32 835.36 False None None False None False 41199.9552 0 3658058 133462 None Pg-49, It No 8.51, Vol-2 8.51 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. Sqm 129.8 129.8 904.9 False None None False None False 117456.02 0 3658059 133462 None Pg-49, It No 8.51, Vol-2 8.51 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. Sqm 131.09 131.09 1233.6 False None None False None False 161712.624 0 3658060 133462 None Pg No.46, It No.8.54.2 vol-II Wall painting with premium acrylic emulsion paint of interior grade,having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. Sqm 142.78 142.78 904.9 False None None False None False 129201.622 0 3658061 133462 None Pg No.46, It No.8.54.2 vol-II Wall painting with premium acrylic emulsion paint of interior grade,having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. Sqm 144.2 144.2 1233.6 False None None False None False 177885.12 0 3658062 133462 None P no 46, I no 8.30, Vol-2 8.30 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. Sqm 225.85 225.85 542.98 False None None False None False 122632.033 0 3658063 133462 None P no 46, I no 8.30, Vol-2 8.30 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. Sqm 228.1 228.1 543.62 False None None False None False 123999.722 0 3658064 133462 None Pg No.50, Ite No.8.55.1 vol-II Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 g/L as per specifications and as per directions of Engineer in charge Sqm 72.68 72.68 17.28 False None None False None False 1255.9104 0 3658065 133462 None Pg No.50, Ite No.8.55.1 vol-II Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 g/L as per specifications and as per directions of Engineer in charge Sqm 73.41 73.41 16.83 False None None False None False 1235.4903 0 3658066 133462 None P no 48, I no 8.40, 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 Sqm 149.27 149.27 68.22 False None None False None False 10183.1994 0 3658067 133462 None P no 48, I no 8.40, 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 Sqm 150.76 150.76 56.91 False None None False None False 8579.7516 0 3658068 133462 None Page No.62, It No. 9.22.2 vol-II Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08%and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints .Size of Tile 600x600 mm Sqm 1721.14 1721.14 148.23 False None None False None False 255124.5822 0 3658069 133462 None Page No.62, It No. 9.22.2 vol-II Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08%and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints .Size of Tile 600x600 mm Sqm 1738.36 1738.36 222.15 False None None False None False 386176.674 0 3658070 133462 None P no 60, I no 9.11, Vol-2 9.11 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 Sqm 1153.92 1153.92 28.15 False None None False None False 32482.848 0 3658071 133462 None P no 60, I no 9.11, Vol-2 9.11 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 Sqm 1165.46 1165.46 29.52 False None None False None False 34404.3792 0 3658072 133462 None P no 62, I no 19.20.1, Vol-2 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 500x500 mm Sqm 329.69 329.69 28.15 False None None False None False 9280.7735 0 3658073 133462 None P no 62, I no 19.20.1, Vol-2 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 500x500 mm Sqm 332.98 332.98 29.52 False None None False None False 9829.5696 0 3658074 133462 None P no 64, I no 9.39, Vol-2 9.39 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications Sqm 1880.8 1880.8 88.0 False None None False None False 165510.4 0 3658075 133462 None P no 64, I no 9.39, Vol-2 9.39 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications Sqm 1899.61 1899.61 72.21 False None None False None False 137170.8381 0 3658076 133462 None Page No.63, Item No. 9.24 of PWD vol-2 9.24 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 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement 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, Cat Eye, River Pink or equivalent Sqm 3701.89 3701.89 173.83 False None None False None False 643499.5387 0 3658077 133462 None Page No.63, Item No. 9.24 of PWD vol-2 9.24 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 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement 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, Cat Eye, River Pink or equivalent Sqm 3738.91 3738.91 41.51 False None None False None False 155202.1541 0 3658078 133462 None Page No.64, It No. 9.29 vol-II 9.29 Providing and laying flooring and steps fine dressed granite stone slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 5589.18 5589.18 18.15 False None None False None False 101443.617 0 3658079 133462 None Page No.64, It No. 9.29 vol-II 9.29 Providing and laying flooring and steps fine dressed granite stone slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 5645.08 5645.08 72.73 False None None False None False 410566.6684 0 3658080 133462 None P no 69, I no 10.2, Vol-2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge m 425.74 425.74 45.0 False None None False None False 19158.3 0 3658081 133462 None P no 69, I no 10.2, Vol-2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge m 430.0 430.0 37.5 False None None False None False 16125.0 0 3658082 133462 None Pg No. 149, It No. 15.1 vol-2 Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single omponent, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment Sqm 1060.46 1060.46 474.6 False None None False None False 503294.316 0 3658083 133462 None P no 11.32, I no 133, Vol-2 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Tonne 116115.2 116115.2 16.59 False None None False None False 1926351.168 0 3658084 133462 None P no 11.32, I no 133, Vol-2 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Tonne 117276.3 117276.3 9.0 False None None False None False 1055486.7 0 3658085 133462 None Pg No. 77, It No. 11. 5.1 vol-2 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 5986.81 5986.81 2.52 False None None False None False 15086.7612 0 3658086 133462 None Page No. 184, Item No.18.7 vol-I 18.7 Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured Sqm 10321.7 10321.7 43.29 False None None False None False 446826.393 0 3658087 133462 None Page No. 87, Item No.11.35.12 vol-II 11.35.1.2 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications Kg 634.72 634.72 16.4 False None None False None False 10409.408 0 3658088 133462 None Vol-2 Pg-87, It 11.37.2 11.37.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/m²) including cost of materials, labour, usage charges of machinery complete as per specifications Sqm 1519.95 1519.95 4.2 False None None False None False 6383.79 0 3658089 133462 None Pg-71, It No.10.15.1, Vol-2 10.15 Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for Brick/Rcc/stone walls & coloumns/beams with necessary aluminium frame works at required level made out of 50x25x4mm C section or equivalent. The panel should consist of 3mm thick non-halogenated FR grade mineral based polymer ( 2 hrs fire resistance as per ASTM E119-12 and clause B, S1, do as per ENT 13501-1sandwiched between 0.50 skins thick aluminium sheet making a total panel thickness of 4mm. The surfaces will be finished with PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories, sealing shall be done with necessary rods etc., complete 10.15.1 For Straight Portion Sqm 5177.72 5177.72 90.02 False None None False None False 466098.3544 0 3658090 133462 None 324-39.3as per CSR-2018-19 Manufacturing, supplying and fixing wooden ward robe of 0.60m deep using 19mm thick vinyl bonded water proof block board, shutters allround ward robe, lockable drawers with sliding channels, cupboard drapery hangers, curtain rods with end brackets, openable shutters with 19mm x 6mm thick plain teak wood beading, lipping 1.5mm thick commercial ply vertical support finished in approved 1mm lamination sheet of approved colour, shade and quality on all exposed surfaces. Inner surface painted with 2 coats of white synthetic enamel paint over 2 coats of Patti, one coat of wood primer, including cost of brass fittings, parliamentary hinges, C handles, tower bolts, magnetic catches, approved brand lock, adhesives, synthetic resins, nails, screws etc., complete including cost of all materials, labour charges, complete as per specification. Sqm 13956.1 13956.1 60.73 False None None False None False 847553.953 0 3658091 133462 None Pg No.55, It No.8.84 vol-2 8.84 Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including finishing etc.,complete. Sqm 616.55 616.55 7.0 False None None False None False 4315.85 0 3658092 133462 None Pg No.49, It No.8.49 vol-2 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 directionsof Engineer-in-charge. cm 5.19 5.19 12000.0 False None None False None False 62280.0 0 3658093 133462 None P no 6, I no 1.6.1, Vol-1 Water Supply and Sanitary-1.6 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. 1.6.1 In all kinds of soils. Depth upto 1.50m Cum 628.23 628.23 58.73 False None None False None False 36895.9479 0 3658094 133462 None P no 122, Vol-2 3.32 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc Rmtr 281.66 281.66 50.0 False None None False None False 14083.0 0 3658095 133462 None P no 122, Vol-2 13.32 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc Rmtr 384.2 384.2 70.0 False None None False None False 26894.0 0 3658096 133462 None P no 122, Vol-2 13.32 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc Rmtr 482.85 482.85 50.0 False None None False None False 24142.5 0 3658097 133462 None P no 122, Vol-2 13.32 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc Rmtr 619.14 619.14 30.0 False None None False None False 18574.2 0 3658098 133462 None P no 122, Vol-2 13.32 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc Rmtr 935.85 935.85 40.0 False None None False None False 37434.0 0 3658099 133462 None P no 112, Vol-5 10.1 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete Rmtr 285.56 285.56 33.0 False None None False None False 9423.48 0 3658100 133462 None P no 112, Vol-5 10.1 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete Rmtr 533.47 533.47 143.0 False None None False None False 76286.21 0 3658101 133462 None P no 112, Vol-5 10.1 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete Rmtr 802.16 802.16 80.0 False None None False None False 64172.8 0 3658102 133462 None Page No.118, Item No.13.12 vol -II Providing and fixing C.P. brass bib cock of approved quality conforming to IS:893 13.2.2 20 mm nominal bore No 395.89 395.89 15.0 False None None False None False 5938.35 0 3658103 133462 None Page No.117, Item No.13.4 vol-II Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : No 712.6 712.6 6.0 False None None False None False 4275.6 0 3658104 133462 None Providing and fixing Brass full way valve gate wit Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) No 776.2 776.2 6.0 False None None False None False 4657.2 0 3658105 133462 None Page No.117, Item No.13.4 vol-II Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) No 911.19 911.19 2.0 False None None False None False 1822.38 0 3658106 133462 None Page No.117, Item No.13.4 vol-II Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) No 1109.79 1109.79 2.0 False None None False None False 2219.58 0 3658107 133462 None Page No.131, Item No.14.1.1 vol-II 14.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 14.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests No 6339.43 6339.43 7.0 False None None False None False 44376.01 0 3658108 133462 None Page No.131, Item No.14.3.1 of PWD vol-II 14.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 14.3.1 W.C. pan with ISI marked white solid plastic seat and lid No 7758.14 7758.14 4.0 False None None False None False 31032.56 0 3658109 133462 None Page No.128, Item No.13.63 of PWD vol-II Providing and fixing PVC (S.W.R) Multi Floor Trap 10.0 cm X 7.5 cm X 5.0 cm X 4.0 cm with all fitting arrangements & all necessary accessories complete No 316.71 316.71 4.0 False None None False None False 1266.84 0 3658110 133462 None Page No.127, Item No.13.59 of PWD vol-II Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary ccessories complete No 285.56 285.56 10.0 False None None False None False 2855.6 0 3658111 133462 None Page No.136, Item No.14.29 of PWD vol-II Providing and fixing 100 mm sand cast Iron grating for gully trap No 61.0 61.0 14.0 False None None False None False 854.0 0 3658112 133462 None PN.132, It No.14.5.1 vol-2 4.5 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 14.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern No 11217.31 11217.31 6.0 False None None False None False 67303.86 0 3658113 133462 None Page No. 123, Item No. 13.36 of PWD vol-II Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks No 419.25 419.25 40.0 False None None False None False 16770.0 0 3658114 133462 None Page No.117, Item No.13.34 of PWD vol-II 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank Ltr 11.68 11.68 4500.0 False None None False None False 52560.0 0 3658115 133462 None Page No.191, Item No.16.9 vol-V 16.9 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 No 7079.29 7079.29 4.0 False None None False None False 28317.16 0 3658116 133462 None Page No.191, Item No.16.10 vol-V 16.10 Constructing brick masonry chamber of internal dimension 450x450mm 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 No 5498.32 5498.32 6.0 False None None False None False 32989.92 0 3658117 133462 None Page No.192, Item No.16.15.3 vol-II 16.15 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. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing 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, de-watering, 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:16.15.3 Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. 1.2 M depth & SFRC cover & frame No 40718.26 40718.26 2.0 False None None False None False 81436.52 0 3658118 133462 None Page No.131, Item No.14.31 of PWD vol-II 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete No 1583.56 1583.56 7.0 False None None False None False 11084.92 0 3658119 133462 None Page No.143, Item No.14.79a vol-II Providing and fixing Single flow hand showers with Anti lime jets with 1.5m Extendable flexible tube, holder & wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class Economy No 1717.25 1717.25 4.0 False None None False None False 6869.0 0 3658120 133462 None Page No.133, Item No.14.7A vol-II 14.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer No 5349.05 5349.05 7.0 False None None False None False 37443.35 0 3658121 133462 None Page No.131, Item No.14.31 vol-II 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete No 1583.56 1583.56 7.0 False None None False None False 11084.92 0 3658122 133462 None Vol-1, It. No.1.12 Pg No.8 Sump Tank of 30,000 Litre Capacity-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. Cum 123.31 123.31 5.4 False None None False None False 665.874 0 3658123 133462 None Vol-1, It. No.1.14.1 Pg No.8 1.14 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m Cum 132.39 132.39 91.8 False None None False None False 12153.402 0 3658124 133462 None Vol-I, It. No.2.1.3 Pg No.15 2.1Providing 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 aggregate Cum 7773.72 7773.72 5.42 False None None False None False 42133.5624 0 3658125 133462 None Pg-15, It No 2.10, Vol-1 2.10 Ready Mix Concrete (RMC) with Cement & Cementitious Materials. 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. d. RMC M30 Grade.Including 8% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge Cum 9297.0 9297.0 5.8 False None None False None False 53922.6 0 3658126 133462 None Pg-15, It No 2.10, Vol-1 2.10 Ready Mix Concrete (RMC) with Cement & Cementitious Materials. 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. d. RMC M30 Grade.Including 10% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge Cum 9496.17 9496.17 10.38 False None None False None False 98570.2446 0 3658127 133462 None Pg-15, It No 2.10, Vol-1 2.10 Ready Mix Concrete (RMC) with Cement & Cementitious Materials. 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. d. RMC M30 Grade.Including 50% of centring rate considered for finished rate of concrete with all lead and lift, loading and unloading and transportation etc complete as per the direction of Engineer in Charge Cum 12912.5 12912.5 1.83 False None None False None False 23629.875 0 3658128 133462 None Pg-7, It No 1.9, Vol-1 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m Cum 345.26 345.26 57.7 False None None False None False 19921.502 0 3658129 133462 None Pg-41, It No 8.9, Vol-2 8.9 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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. Sqm 499.73 499.73 78.68 False None None False None False 39318.7564 0 3658130 133462 None Pg-42, It No 8.3.1, Vol-2 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 459.49 459.49 12.92 False None None False None False 5936.6108 0 3658131 133462 None Pg-43, It No 8.12, Vol-2 8.12 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. Kg 83.07 83.07 20.0 False None None False None False 1661.4 0 3658132 133462 None P no 2.11, I no 8, Vol-1 2.11 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. Tonne 116115.2 116115.2 2.72 False None None False None False 315833.344 0 3658133 133462 None P no 196, I no 16.23.1 Vol-5 16.23 Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete.16.23.1 Medium Duty Set 2484.37 2484.37 2.0 False None None False None False 4968.74 0 3658134 133462 None P no 85, I no 7.1.2.1 Vol-5 7.1 Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: 7.1.2 MS angle of 65 x 65 x 10mm m 6231.69 6231.69 7.0 False None None False None False 43621.83 0 3658135 133462 None Pg-140, It No.12.4, Vol-5 Borewell-12.4 Geophysical investigation at site for sinking borewells for Providing 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 - 30% (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. etc. complete Each 6863.82 6863.82 1.0 False None None False None False 6863.82 0 3658136 133462 None Pg-139, It No.12.1, Vol-5 12.1 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 ) (Above 450m of drilling add 10% for every 50m depth) m 480.26 480.26 50.0 False None None False None False 24013.0 0 3658137 133462 None Pg-139, It No.12.1, Vol-5 12.1 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 ) (Above 450m of drilling add 10% for every 50m depth) m 602.27 602.27 50.0 False None None False None False 30113.5 0 3658138 133462 None Pg-139, It No.12.1, Vol-5 12.1 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 ) (Above 450m of drilling add 10% for every 50m depth) m 639.91 639.91 50.0 False None None False None False 31995.5 0 3658139 133462 None Pg-139, It No.12.1, Vol-5 12.1 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 ) (Above 450m of drilling add 10% for every 50m depth) m 742.45 742.45 50.0 False None None False None False 37122.5 0 3658140 133462 None Pg-139, It No.12.1, Vol-5 12.1 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 ) (Above 450m of drilling add 10% for every 50m depth) m 870.95 870.95 50.0 False None None False None False 43547.5 0 3658141 133462 None Pg-139, It No.12.1, Vol-5 12.1 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 ) (Above 450m of drilling add 10% for every 50m depth) m 960.52 960.52 50.0 False None None False None False 48026.0 0 3658142 133462 None Pg-139, It No.12.32, Vol-5 12.32 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 m 2509.03 2509.03 35.0 False None None False None False 87816.05 0 3658143 133462 None Pg-139, It No.12.33, Vol-5 12.33 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments Each 194.7 194.7 7.0 False None None False None False 1362.9 0 3658144 133462 None IS 1239 (Part-II) 1982 2.34 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 charge Each 212.87 212.87 1.0 False None None False None False 212.87 0 3658145 133462 None Vol-1, It. No.1.12 Pg No.8 Road of 30 Mtrs Length-1.12 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 Cum 123.31 123.31 78.0 False None None False None False 9618.18 0 3658146 133462 None Vol-1, It. No.1.12 Pg No.8 1.11 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. Cum 562.03 562.03 175.5 False None None False None False 98636.265 0 3658147 133462 None Vol-III, It. No.4.1 Pg No.30 4.1 401 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (i) For Grading -I Material Cum 3229.42 3229.42 58.5 False None None False None False 188921.07 0 3658148 133462 None Pg-30, It No 4.17, Vol-3 4.17 406 Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 3321.58 3321.58 58.5 False None None False None False 194312.43 0 3658149 133462 None Pg-30, It No 1.9, Vol-3 5.1 502 A Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means Cum 53.21 53.21 390.0 False None None False None False 20751.9 0 3658150 133462 None P no 31, I no 5.6, Vol-3 5.6 504 (i) Bituminous Macadam Grading - I for traffic 20 MSA A Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Cum 9781.72 9781.72 19.5 False None None False None False 190743.54 0 3658151 133462 None Vol-1, It. No.1.14.1 Pg No.8 Rain water Harvesting-1.14 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m Cum 132.39 132.39 5.94 False None None False None False 786.3966 0 3658152 133462 None PG-208, Vol-V, It. No.16.62.1 16.62 Providing to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances., complete. 16.62.1 900 mmx1100 mm Each 7991.78 7991.78 3.0 False None None False None False 23975.34 0 3658153 133462 None Page No. 175 Item No. 17.1 of PWD vol-II 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 Cum 1300.59 1300.59 1.18 False None None False None False 1534.6962 0 3658154 133462 None Page No. 175 Item No. 17.2 of PWD vol-II 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 Engineer in-charge Cum 1539.42 1539.42 1.18 False None None False None False 1816.5156 0 3658155 133462 None Page No. 175 Item No. 17.3 of PWD vol-II 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 Nos 1547.21 1547.21 1.18 False None None False None False 1825.7078 0 3658156 133462 None Page No. 125, Item No. 13.49 of PWD vol-II Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 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 100 mm diameter. Rmtr 737.26 737.26 50.0 False None None False None False 36863.0 0 3658157 133462 None Pg-43, It No 5.31, Vol-3 5.31 IRC-37: 2018 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision Cum 13177.3 13177.3 11.7 False None None False None False 154174.41 0 3658158 133462 None Pg-74, It No 8.42.3, Vol-3 8.42 Kerb Stones 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) 8.42.3 600 x 300 x 150 mm size Rmtr 600.97 600.97 60.0 False None None False None False 36058.2 0 3658159 133462 None Page No. 175 Item No. 17.5 vol-II Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 5 Nos 1457.65 1457.65 1.0 False None None False None False 1457.65 0 1722417953000 0 None None Buildings Electrical Construction of 3 Bay Fire Station At Nagarabhavi, Bangalore Urban District. 3668091.07 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3658160 133463 None 1.2.1 Conceled 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 necessary 1) 19/20mm dia 2mm thick Mtr 77.88 77.88 350.0 False None None False None False 27258.0 0 3658161 133463 None 1.2.2 Conceled 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 necessary 2) 25mm dia 2mm thick Mtr 92.04 92.04 350.0 False None None False None False 32214.0 0 3658162 133463 None 1.3.1 Supplying heavy gauge PVC Conduit Pipe . dia . mm 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 upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19/20mm dia 2mm thick Mtr 80.24 80.24 120.0 False None None False None False 9628.8 0 3658163 133463 None 1.3.2 Supplying heavy gauge PVC Conduit Pipe . dia . mm 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 upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 25mm dia 2mm thick Mtr 93.22 93.22 150.0 False None None False None False 13983.0 0 3658164 133463 None 2.3.2 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. 1) 1.5 Sqmm Mtr 30.68 30.68 650.0 False None None False None False 19942.0 0 3658165 133463 None 2.3.3 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. 1) 2.5 Sqmm Mtr 49.56 49.56 1050.0 False None None False None False 52038.0 0 3658166 133463 None 2.3.4 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. 1) 4 Sqmm Mtr 74.34 74.34 350.0 False None None False None False 26019.0 0 3658167 133463 None 2.3.5 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. 1) 6 Sqmm Mtr 108.56 108.56 100.0 False None None False None False 10856.0 0 3658168 133463 None 2.2.1 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Short point up to 3Mtr from tapping point to out let via switch Point 317.42 317.42 5.0 False None None False None False 1587.1 0 3658169 133463 None 2.2.2 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet Medium point above 3mtr up to 6Mtr from tapping point to out let via switch Point 447.22 447.22 40.0 False None None False None False 17888.8 0 3658170 133463 None 2.2.3 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet Above 6Mtr up to 10Mtr from tapping Point to out let via switch Point 654.9 654.9 50.0 False None None False None False 32745.0 0 3658171 133463 None Ele SR 14-15 Supplying and fixing PBBC bakelite straight or slant batten holder and wiring, within 60w/230 Volts lamps. Make - Group "A" materials and as per the directions of Engineer in charge of the work. Each 103.84 103.84 50.0 False None None False None False 5192.0 0 3658172 133463 None 3.4.2 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 1-3 way No 187.62 187.62 25.0 False None None False None False 4690.5 0 3658173 133463 None 3.4.3 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 4-5 way No 208.86 208.86 20.0 False None None False None False 4177.2 0 3658174 133463 None 3.4.4 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6 way No 259.6 259.6 20.0 False None None False None False 5192.0 0 3658175 133463 None 3.4.5 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8 way Each 307.98 307.98 6.0 False None None False None False 1847.88 0 3658176 133463 None 3.4.6 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12 way Each 376.42 376.42 12.0 False None None False None False 4517.04 0 3658177 133463 None 3.5.2 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. iv) 1-3 Module Each 189.98 189.98 25.0 False None None False None False 4749.5 0 3658178 133463 None 3.5.3 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. iv) 4 Module Each 206.5 206.5 20.0 False None None False None False 4130.0 0 3658179 133463 None 3.5.4 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. iv) 6 Module Each 276.12 276.12 20.0 False None None False None False 5522.4 0 3658180 133463 None 3.5.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. iv) 8 Module Each 335.12 335.12 6.0 False None None False None False 2010.72 0 3658181 133463 None 3.5.6 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. v) 10 - 12 Module Each 405.92 405.92 12.0 False None None False None False 4871.04 0 3658182 133463 None 3.6.1 Supplying and fixing of modular switch/ Socket/stepped electronic fan regulator/ dimmer/telephone socket etc on existing modular switch plate. Make - Group "A" materials and as per the directions of Engineer in charge of the work. i) 6 Amps one way Each 120.36 120.36 130.0 False None None False None False 15646.8 0 3658183 133463 None 3.6.8 Supplying and fixing of modular switch/ Socket/stepped electronic fan regulator/ dimmer/telephone socket etc on existing modular switch plate. Make - Group "A" materials and as per the directions of Engineer in charge of the work. iv) b) 16 Amps one way switch Each 212.4 212.4 8.0 False None None False None False 1699.2 0 3658184 133463 None 3.6.3 Supplying and fixing of modular switch/ Socket/stepped electronic fan regulator/ dimmer/telephone socket etc on existing modular switch plate. Make - Group "A" materials and as per the directions of Engineer in charge of the work. ii) 6 Amps 3 way socket Each 201.78 201.78 40.0 False None None False None False 8071.2 0 3658185 133463 None 3.6.10 Supplying and fixing of modular switch/ Socket/stepped electronic fan regulator/ dimmer/telephone socket etc on existing modular switch plate. as per the directions of Engineer in charge of the work. ii) 16 Amp Universal socket Each 278.48 278.48 4.0 False None None False None False 1113.92 0 3658186 133463 None 3.6.4 Supplying and fixing of modular switch/ Socket/stepped electronic fan regulator/ dimmer/telephone socket etc on existing modular switch plate. as per the directions of Engineer in charge of the work. ii) Stepped fan regulator two module Each 421.26 421.26 12.0 False None None False None False 5055.12 0 3658187 133463 None 3.6.12 Supplying and fixing of modular switch/ Socket/stepped electronic fan regulator/ dimmer/telephone socket etc on existing modular switch plate as per the directions of Engineer in charge of the work. l) RJ45/I.O. outlet Each 397.66 397.66 12.0 False None None False None False 4771.92 0 3658188 133463 None Appd rates Supplying and fixing of modular switch/ Socket/stepped electronic fan regulator/ dimmer/telephone socket etc on existing modular switch plate. RJ 11 Each 295.0 295.0 2.0 False None None False None False 590.0 0 3658189 133463 None 11.3.3 Supplying of LED 4 feet light fitting 28 watts Each 1497.42 1497.42 25.0 False None None False None False 37435.5 0 3658190 133463 None 11.3.2 Supplying of LED 4 feet light fitting 22 watts Each 814.2 814.2 15.0 False None None False None False 12213.0 0 3658191 133463 None 11.6.3 Supply of LED recess modular light fitting 36 watts Each 5372.54 5372.54 9.0 False None None False None False 48352.86 0 3658192 133463 None 13.7.1 Fixing all types and all capacities fluorescent/false ceiling/spot light/CFL fittings indoor on the wall/ceiling/rafters/girders using 23/0.0076" twin twisted PVC insulated wires, required nos of round blocks and clamps (if required).a) On wall/ceiling/Rafter/Girders Each 143.96 143.96 49.0 False None None False None False 7054.04 0 3658193 133463 None 6.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system 48" Sweep (1200 mm) Regular model. Each 3521.12 3521.12 13.0 False None None False None False 45774.56 0 3658194 133463 None 6.5.1 Supplying wall mounting fan suitable to operate at single-phase 230 V A.C. supply, 300mm Sweep Each 2940.56 2940.56 2.0 False None None False None False 5881.12 0 3658195 133463 None 13.10 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Each 201.78 201.78 15.0 False None None False None False 3026.7 0 3658196 133463 None 6.1 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. Each 1760.56 1760.56 4.0 False None None False None False 7042.24 0 3658197 133463 None 13.14 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. Each 580.56 580.56 4.0 False None None False None False 2322.24 0 3658198 133463 None 12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia Each 4141.8 4141.8 4.0 False None None False None False 16567.2 0 3658199 133463 None 12.57 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts Each 5022.08 5022.08 6.0 False None None False None False 30132.48 0 3658200 133463 None 12.58.2 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required GI strip 25X3mm Mtr 96.76 96.76 50.0 False None None False None False 4838.0 0 3658201 133463 None 12.58.7 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm Copper strip Mtr 672.6 672.6 10.0 False None None False None False 6726.0 0 3658202 133463 None 12.58.11 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 600x600x3mm Copper plate No 8756.78 8756.78 6.0 False None None False None False 52540.68 0 3658203 133463 None Ele SR 19-20 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. 8 SWG GI Wire Mtr 22.42 22.42 51.0 False None None False None False 1143.42 0 3658204 133463 None 5.42.2 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 paint and finally finished with approved colour etc., complete. Sqmm 0.5 0.5 110000.0 False None None False None False 55000.0 0 3658205 133463 None 5.41.1 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm Mtr 359.9 359.9 8.0 False None None False None False 2879.2 0 3658206 133463 None 5.40.2 Supplying . amps rated 3phase with neutral bus bar using required capacity electrolytic alluminium 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 botls,nuts and washers. 250Amps 4x30x10mm Alluminium Strips Mtr 4053.3 4053.3 1.5 False None None False None False 6079.95 0 3658207 133463 None 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C 50Hz 12/24v D.C. Each 607.7 607.7 3.0 False None None False None False 1823.1 0 3658208 133463 None 5.29 Supplying, fixing and wiring 3 phase Digital Ammeter/ Voltmeter Each 1681.5 1681.5 2.0 False None None False None False 3363.0 0 3658209 133463 None 5.21 Supplying, fixing and wiring Earth Leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/manual reset facility suitable to mount on DIN rail/flush mounting on panel board. Each 10920.9 10920.9 1.0 False None None False None False 10920.9 0 3658210 133463 None 5.20.8 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/panel board. 32-40 Amps 4 pole Each 6073.46 6073.46 2.0 False None None False None False 12146.92 0 3658211 133463 None 5.15.11 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-Circuit/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 160Amps 25kA Each 15867.46 15867.46 1.0 False None None False None False 15867.46 0 3658212 133463 None 5.15.9 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-Circuit/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 100aMPS 25kA. Each 10014.66 10014.66 4.0 False None None False None False 40058.64 0 3658213 133463 None 5.11.3 Supplying of on load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply. (Open Execution) 125 Amps Each 12184.68 12184.68 2.0 False None None False None False 24369.36 0 3658214 133463 None 5.18.1 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. 6-32Amps SP Each 489.7 489.7 10.0 False None None False None False 4897.0 0 3658215 133463 None 5.18.4 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. 6-32Amps DP Each 872.02 872.02 3.0 False None None False None False 2616.06 0 3658216 133463 None 5.18.7 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. 3) 6-32Amps TPN Each 2026.06 2026.06 3.0 False None None False None False 6078.18 0 3658217 133463 None 5.19.11 Supplying and fixing 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 1) Double Door 4 Way TP &N Each 4764.84 4764.84 3.0 False None None False None False 14294.52 0 3658218 133463 None Appd rates Supplying and fixing Industrial bell Each 9440.0 9440.0 1.0 False None None False None False 9440.0 0 3658219 133463 None 11.8.3 Supply of LED street light 70 watts Each 7070.56 7070.56 6.0 False None None False None False 42423.36 0 3658220 133463 None 13.2.1 Supplying and Fixing.mm dia class A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clamps, bolts, nuts and wiring using suitable capacity wires. Using 25mm dia G.I.pipe Each 1419.54 1419.54 6.0 False None None False None False 8517.24 0 3658221 133463 None 4.1.1 Fabricating, supplying and erecting Swaged tubular Pole of height .m having three sections, and providing two coats of red oxide paint and finished with two coats of enamelled paint of approved quality and colour and M.S. base plate of suitable size welded at the bottom of the Pole(as per IS) and 40 mm dia GI/flexible PVC pipe of 1m length fitted to the heavy gauge polycarbonate control box including 5 Way connector of size 167 x 125 x 82 mm for 7.5M Pole/ 200 x 160 x 98 mm for remaining length of Pole with front opening cover, with locking arrangements and suitable capacity MCB/DP switch, The Pole shall be erected in cement concrete work (1:2:4) including excavation and refilling of planting depth of the Pole to the ground level and the coping CC shall be upto 0.6m above ground level as per IS2713-7 9m (5m Hb,165.1 mm dia 4.85 mm thick x 2m Hm, 139.7 mm dia 4.50 mm thick x 2m Ht,114.3 mm dia 3.65 mm thick) as per IS 410 SP 32 Each 18290.0 18290.0 4.0 False None None False None False 73160.0 0 3658222 133463 None 11.7.2 Supply of LED post top lantern 25 watts Each 9111.96 9111.96 3.0 False None None False None False 27335.88 0 3658223 133463 None 13.6 Fixing charges of post top/ Gate/ Garden fitting /LED on the existing CI/ GI or any other pipe using required size of reducer, wiring using suitable wires. No 233.64 233.64 3.0 False None None False None False 700.92 0 3658224 133463 None 32.05 Supplying of 1.1 KV LT UG cable 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) Mtr 167.37 167.37 100.0 False None None False None False 16737.0 0 3658225 133463 None 32.09 Supplying of 1.1 KV LT UG cable 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 35 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) Mtr 181.79 181.79 150.0 False None None False None False 27268.5 0 3658226 133463 None 32.03 Supplying of 1.1 KV LT UG cable 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 10 Sqmm, 4 Core, (10 GI Strips - 4 x 0.8 mm) Mtr 139.24 139.24 200.0 False None None False None False 27848.0 0 3658227 133463 None 21.05 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 2.5 to 25 Sqmm Mtr 24.63 24.63 300.0 False None None False None False 7389.0 0 3658228 133463 None 21.06 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 35 to 95 Sqmm Mtr 36.73 36.73 150.0 False None None False None False 5509.5 0 3658229 133463 None Ele SR 19-20 Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete.(As per Civil SR KSRB I-2, P-7) In soil (ordinary) Mtr 89.68 89.68 250.0 False None None False None False 22420.0 0 3658230 133463 None Ele SR 14-15 Supply and laying double walled corrugated (DWC) HDPE Pipe including all necessary connecting Sockets/Couplings/Tees/Bends/End-caps of same materials in exisiting trench as per IS 14930 part -II suitable for drawing under ground cables.63mm OD / 50mm ID Mtr 307.98 307.98 60.0 False None None False None False 18478.8 0 3658231 133463 None Ele SR 14-15 Supply and laying double walled corrugated (DWC) HDPE Pipe including all necessary connecting Sockets/Couplings/Tees/Bends/End-caps of same materials in exisiting trench as per IS 14930 part -II suitable for drawing under ground cables.40mm OD / 32mm ID Mtr 115.64 115.64 200.0 False None None False None False 23128.0 0 3658232 133463 None Ele SR 19-20 Supplying and fixing of class A (medium duty) GI pipe of wall thickness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV.) 40mm Mtr 395.3 395.3 10.0 False None None False None False 3953.0 0 3658233 133463 None 8.1 LAN networking: Supplying and drawing UTP-CAT 6E LAN cable. Mtr 44.84 44.84 400.0 False None None False None False 17936.0 0 3658234 133463 None 8.4.2 Supplying & Fixing of switch mounting rack with power manager & Cable manager. 6U with 450mm depth No 8232.86 8232.86 1.0 False None None False None False 8232.86 0 3658235 133463 None 8.9.5 Supplying fixing of Network Switches 24 Port 10/100 Switch No 5546.0 5546.0 1.0 False None None False None False 5546.0 0 3658236 133463 None 8.10.2 Supplying & Fixing of I/O Socket with back box Double I/O Each 649.0 649.0 12.0 False None None False None False 7788.0 0 3658237 133463 None 8.11.2 Supplying & fixing of 2 mtrs. Cat 6Patch Cable. 2Mtr Each 303.26 303.26 12.0 False None None False None False 3639.12 0 3658238 133463 None 8.12.2 Supplying & Fixing of Patch panel for Lan Cabling. 24 Port 10/100 Patch Panel Each 4838.0 4838.0 1.0 False None None False None False 4838.0 0 3658239 133463 None 9.3.2 Supplying, erecting, testing & commissioning of ON-LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with isolation transformer all accessories complete and Excluding batteries and wiring complete. 3 kVA ON LINE UPS Each 45688.42 45688.42 2.0 False None None False None False 91376.84 0 3658240 133463 None 9.5.5 Supplying, installation, testing & commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries. 60 /65 AH capacity Each 7567.34 7567.34 16.0 False None None False None False 121077.44 0 3658241 133463 None 6.22 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. Each 5672.26 5672.26 2.0 False None None False None False 11344.52 0 3658242 133463 None Civil SR Pump sets : Supply, Installing fixing, testing and commissioning of Vertical/ Horizontal multistage 3 phase 5 HP Mono submersible pumpset, of adequate HP, capable of giving a required discharge at suitable head,to 'work on 3 Ph 50 Hz, 400/440V with necessary gate valve, NRV , unions,flanges in 1:2:4 etc., complete with wiring fromTPN switch to control panel and to the pumps etc. complete. Set 26231.4 26231.4 2.0 False None None False None False 52462.8 0 3658243 133463 None 5.1 Supplying push button operated direct online starter with an antiweld silver cadmium oxide contactor with replaceable fixed and moving contacts and bimetallic thermal overload relay help in anticorrosion treated sheet steel or iron clad enclosure and fixing the same to suitable capacity wires for 230/440 V 1/3 phase motor upto 5 HP Each 1758.2 1758.2 2.0 False None None False None False 3516.4 0 3658244 133463 None Appd rates Fixing charges of pumpset after aligning, leveling & assembling etc, inclusive of transportation charges to work spot. No 1180.0 1180.0 2.0 False None None False None False 2360.0 0 3658245 133463 None Appd rates Supplying of 50 mm kirloskar / other approved make CI screwed foot valve. Make- Using group "A" materials. And as per the directions of engineer incharge of the work. No 531.0 531.0 2.0 False None None False None False 1062.0 0 3658246 133463 None 5.6.6 Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws. 20"X20"x2.5" Each 371.7 371.7 2.0 False None None False None False 743.4 0 3658247 133463 None Appd rates Supply of erection testing and commissioning of water level controller and connected accessoriers etc. No 11800.0 11800.0 1.0 False None None False None False 11800.0 0 3658248 133463 None civil Sr Providing,supplying to work site, 7.50 HP 15 STG 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 Set 51934.16 51934.16 1.0 False None None False None False 51934.16 0 3658249 133463 None Civil SR Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendment 50 mm dia nominal Each 1475.0 1475.0 1.0 False None None False None False 1475.0 0 3658250 133463 None Civil SR Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendment size 50 mm Each 1504.5 1504.5 1.0 False None None False None False 1504.5 0 3658251 133463 None Civil Sr Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter for outdoor 6 to 15 HP pumps Set 19470.0 19470.0 1.0 False None None False None False 19470.0 0 3658252 133463 None KUWSS&DB. (page 1). Erection of panel and Meter Borad : Erection of combined panel borad and meter borad unit with necessary materials and labour charges Inculuding providing cement concrete foundation bed ect complete. Set 435.42 435.42 1.0 False None None False None False 435.42 0 3658253 133463 None KUWSS&DB. Erection, Electrification and commissioning Work of Pump Sets : eraction of pumpset including aligning and balancing with all necessary erection materials and labour including supply and erection of two pair of supporting clamps, bore-well, cap, cable protector bolts, nuts, valve and gauges ect., Set 1744.04 1744.04 1.0 False None None False None False 1744.04 0 3658254 133463 None 2.6.2 Supplying and Drawing 3 core flat PVC sheathed sumersible grade copper with flxible copper conductor confirming to rable 3 class 5 of IS: 8130-198 and virgin grade PVC insulation and sheethed suitable for working voltage upto 1100Volts. 4Sqmm of 56 strands 0.3mm dia Rmtr 198.24 198.24 420.0 False None None False None False 83260.8 0 3658255 133463 None Civil SR KSRB13-3.1: Providing and fixing in trenches galvanised / mild steel tubes (medium grade) nominal bore with all fittings (earth work in trenches to be measured and paid for separately) including cost of all materials, labour charges, HOM and testing complete as per specifications. Specification No.KBS 50 mm dia Mtr 457.84 457.84 270.0 False None None False None False 123616.8 0 3658256 133463 None 2.5.4 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS 694:2010 a ) 6C x 1.5 mm2 Mtr 142.78 142.78 60.0 False None None False None False 8566.8 0 3658257 133463 None 10.1.1 Supplying, installing, testing and commissioning of Diesel Generator set 15 kVA/12kW 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 Engine: Diesel generating set are rated at 1500RPM and conform to ISO 8528 specifications. The engines are radiator cooled, four stroke and multi cylinder, conforming to ISO 3046. The scope of supply includes: Electrical starter motor12V DC Battery charging alternator, Bosch fuel system with mechanical governor, A1 Class. Spin-on lube oil filter, Spin-on dual fuel filter with water separator, Turbocharger, Charge air cooler, Silencer (Hospital grade), Dry type air cleaner, Shutoff coil, Flywheel and flywheel housing, First fill of lube oil and coolant, Safety for low lube oil pressure, Safety for high water temperature, Permissible overload of 10% for one hour in 12 hours of operation Capacity of Fuel Tank: Fuel tank suitable for 8 hours of operation Set 411949.8 411949.8 1.0 False None None False None False 411949.8 0 3658258 133463 None 10.2.1 Supply, Erection, testing and commissioning of AMF panelsuitable 15 KVA to 30 KVA DG set. The panel is of cubical type base/floor mounting control panel with hinged doors, undrilled bottom gland plate, aluminium Bus Bar with the accommodation for .A 4 pole contactor for alternator with thermal O/L relay,. A 4 pole contactor for mains, HRC fuse for short circuit protection, Microprocessor based AMF module with supply failure timer, Restoration timer, 3 impulse automatic engine start/stop logic, Mains/generator voltage,capacity bypass switch and frequency sensing, PCC 1301controller with water temperature/Lube oil pressure/engine speed, Voltage/ampere/Frequency/ kVA, Running-hourcount, No of starts, Fault indication, over / under speed, Fails to start, Low oil pleasure, High engine temperature, Under/over voltage, over current, Earth fault relay, with indications for Mains on, Load on Mains, Battery charger on Push buttons AMF module by pass Mode, Battery charger unit with inbuilt Auto/Manual and Flat/Boost facility. The complete set shall have sufficient safety and adhere to NEC, NBC 2016, IEC, CPWD specifications, PCB norms and KSGEI Acts and Rules. Each 69278.98 69278.98 1.0 False None None False None False 69278.98 0 3658259 133463 None Appd rates DG Set foundation 3x2x1.5 mtr for 15 KVA DG set as per direction of engineer incharge Job 34705.87 34705.87 1.0 False None None False None False 34705.87 0 3658260 133463 None Appd rates Exhaust System : Supply, receive at site, store, unpack, assemble and connect exhaust pipe with Class B MS pipe with flanges, fire fly gaskets, hardware, glass wool and aluminium sheet cladding etc., as per specification inclusive of all structural supports etc., complete as required. Individual Exhaust pipe including flexibles from set with glass wool and Alu. clading etc., as required complete for 62.5 KVA DG set (diameter of the pipe shall be specified by the vendor) as per BESCOM norms. Mtr 2832.0 2832.0 10.0 False None None False None False 28320.0 0 3658261 133463 None Appd rates Silencer with painting glass wool insulation / Al. clading etc., as required complete for 15 KVA DG set No 3421.05 3421.05 1.0 False None None False None False 3421.05 0 3658262 133463 None Appd rates PVC insulated, steel armoured 1100 V Grade Copper Conductor cables. c) 12C x 2.5 sq.mm (YFY). Mtr 509.76 509.76 1.0 False None None False None False 509.76 0 3658263 133463 None 39.01 External: Compact RMUs, (VCB/SF6 Type) with Copper Busbar, 350MVA, 630 Amps as per IEC-62271/IS-3427 3 Way RMU, 2 OD + 1 VL (One Incomer + One Breaker + One Outgoing) No 648469.0 648469.0 1.0 False None None False None False 648469.0 0 3658264 133463 None 36.01 HT Cable: Supplying and laying 11 kV, 3 Core, XPLE HTUG Cable with pressure extruded inner sheeth, ROUND WIRE ARMOURED as per IS-7098 (Part-2) Armouring wires dia and Resistivity as per IS-3975 3C x 95 Sq.mm Mtr 1049.79 1049.79 150.0 False None None False None False 157468.5 0 3658265 133463 None 21.01 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff HT Cable 3x95 to 150 Sqmm Mtr 72.35 72.35 150.0 False None None False None False 10852.5 0 3658266 133463 None NSR Supplying, installation, testing & commissioning of Modem charges as per the directions of engineer in charge of the work No 11800.0 11800.0 1.0 False None None False None False 11800.0 0 3658267 133463 None Ele SR 19-20 Supplying and making 11KV (E) Extruded ""X"" linked for tubing & moulded & cross-linked components using Heat Shrink Stress Control tube having High Permittivity XLPE Terminations- INDOOR & OUTDOOR JOINTING KIT latest amendments OUTDOOR JOINTING KIT & confirming to the following GTP. 3C x 95 /120 Sq.mm No 11628.9 11628.9 4.0 False None None False None False 46515.6 0 3658268 133463 None Ele SR 19-20 Supply & Making of 11KV (E) Extruded "X" linked for tubing & moulded & cross-linked components using Heat Shrink Stress Control tube having High Permittivity XLPE Terminations - STRAIGHT THROUGH JOINTING KIT confirming to the following GTP 3C x 95 /120 Sq.mm No 21814.66 21814.66 2.0 False None None False None False 43629.32 0 3658269 133463 None Bescom SR 18-19 11kV Heat Shrinkable Indoor Type Cable Termination Kit for XLPE Cable 3x95 Sqmm No 3916.42 3916.42 1.0 False None None False None False 3916.42 0 3658270 133463 None 13.07 Supply, erection, testing and commissioning of Distribution Transformer - 3 Phase, 11kV/433V - Amorphous Core with Oil as per IS-1180 (Part-1): 2014 CABLE ENTRY TYPE 63 kVA, Aluminium Wdg, Star 2 (5 Star ) Nos 200912.7 200912.7 1.0 False None None False None False 200912.7 0 3658271 133463 None Bescom SR 4.06 Construction of platform with size stone, cement concert for erection of 500 kVA Transformer/Metering cubicle/Heavy Equipment.Construction of platform (1.5x1.5x1.2) Mtr in size stone, for erection of transformers/Heavy equipment including all materials, labour. Excavation of (1.5x1.5x1) Mtr pit for foundation providing and laying cement concrete 1:4:8 for foundation laid in 10 cm thick layers, well compacted curing etc., complete providing and construction of stone masonary 0.9 Mtr below ground level and 1.2 Mtr above ground level neatly hammer dressed in cement morter 1:6. Providing and Laying cement concrete slab 1.5x1.5x0.10 Mtr withcement concrete of 1:2:4 mix forming & cutting complete, providing pointing to stone masonary in cement morter 1:3 after racking joint & nisely lining curing etc., plastering the concrete surfaces in cement morter 1:4 including smooth randering curing etc., curing at every stages completely Per Set 35825.98 35825.98 2.0 False None None False None False 71651.96 0 3658272 133463 None Ele SR 19-20 15.15 LT Distribution Box for 63/100 KVA Transformer with 1No 160Amps 25kA 4Pole MCCB, suitable capacity Aluminium bus bar mounted in 16SWG powder coated M.S.Box suitable to mount at Transformer Centre as per ESCOM No 19445.34 19445.34 1.0 False None None False None False 19445.34 0 3658273 133463 None 55.04 LT Metering Box for housing the ETV Meters without CT's busbar wiring etc Nos 4299.92 4299.92 1.0 False None None False None False 4299.92 0 3658274 133463 None 5.30 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-1 Accuracy with Temper Proof Energy Meter Nos 1628.4 1628.4 1.0 False None None False None False 1628.4 0 3658275 133463 None 68.17 Supplying & Fixing of Caution/Danger Board Nos 177.0 177.0 3.0 False None None False None False 531.0 0 3658276 133463 None Civil SR 18-19 37.2 Supplying and fixing M.S. Rectangular poles made out of 2 equal angles of 65x65x6 mm welded together and fixed in CC (1:2:4) WITH 2 NOS 16mm dia M.S. hold fast rods each of length 25 cms. Including cost of all materials cutting, bending scaffolding wherever necessary, nicely finishing the welded joints with all lead lifts and as per the directions of the Engineer-in - charge of the work and including providing 2 coats of approved quality paint over one coat of shop painting ( excluding cost of earthwork and concrete) including cost of materials, labour, HOM complete as per specifications Mtr 1013.62 1013.62 29.0 False None None False None False 29394.98 0 3658277 133463 None Bescom SR 21-22 38 Providing chain link fencing 50 mm size of 8 guage properly stretched between rectangular Poles and fixed with suitable bolts & nuts, the free ends shall be welded to the Pole and block pipe at top and bottom as required including cost of all materials, labour, lead and lifts, cutting, bending wherever necessary, wastage and lapping etc., complete as per the direction of the engineer incharge for work including two coats of approved quality paint over one coat of primer paint Sqm 1164.66 1164.66 40.0 False None None False None False 46586.4 0 3658278 133463 None Civil SR Providing and spreading jelly-40mm size for transformer yard-(15'x20'-150mm) etc complete as per directions of engineer in charge of the work Cum 1180.0 1180.0 3.0 False None None False None False 3540.0 0 3658279 133463 None 5.41.1 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron… and M S flat ……. With bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint, 40x40x6mm as per the directions of the engineer in charge of the work. Mtr 360.0 360.0 40.0 False None None False None False 14400.0 0 3658280 133463 None 1.07 Supplying of Pre-Stressed Tubular Spun Pole - 11 Mtr Long, 500 Kg WL (Dwg No. BESCOM/GM/QS&S/45 Dtd 24.11.2018) as per IS-13158: 1991 Nos 20888.36 20888.36 1.0 False None None False None False 20888.36 0 3658281 133463 None Bescom SR 21-22 2.05 Erection of 11mtr long Concrete spun pole in a pit of 2.5 mtr depth (Mechnised Labour) as per the directions of the engineer in charge of the work. Nos 3001.92 3001.92 1.0 False None None False None False 3001.92 0 3658282 133463 None Bescom SR 21-22 1.8.2 Pole concreting with CC 1:2:4 Each 16524.72 16524.72 1.0 False None None False None False 16524.72 0 3658283 133463 None 15.2 Supply and installation of 2kg Fire Extinguisher Mono Ammonium Phosphate Powder 50, Stored Pressure Type, Pressure Gauge, Gross Weight 3.6 Kg, empty weight 1.6 Kg, Can Height 344MM, Diameter 108MM, Discharge Time less than 8 Sees, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Range minimum 2 meters, applicable on Class A,8, C and electrically started Fire, A Rating 1A, 8 Rating 88, Can construction : Deep drawn & Co. , Mig welded, valve Construciton: Forging and Mechining, Internal Coating of Can: Epoxy powder coating, External Coating of Can: Epoxy PoIyster power coating, Sheet metal thickness: 1.60MM, 5 years Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall, labour, usage charges of machinery complete as per specifications. complete. IS 15683, CE A 5 with Nos 2478.0 2478.0 2.0 False None None False None False 4956.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1722417954000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1722417954000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1722417954000 1 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 karnataka public procurement portal due to internet connectivity issues and technical glitches at bidder s end. None 1722417954000 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 1722417954000 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 1722418068000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contract value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder None 1722418076000 0 None None ELIGIBILITY The tender document is part and parcel of the agreement. None 1722418086000 0 None None ELIGIBILITY The intending bidders are requested to note that they should abide by the detailed instructions and conditions contained in the Tender documents and further modifications done if any None 1722418122000 0 None None ELIGIBILITY The bidder shall study the Tender document Carefully and quote the rates. None 1722418130000 0 None None ELIGIBILITY Drawings uploaded are only for Tender Purpose only None 1722418138000 0 None None ELIGIBILITY The bidder shall give an undertaking that they would abide by the provisions of employees provident fund and shall remit PF of labourers to the respective PF offices or else KSPH & IDCL have the right to deduct the work bills and remit the same to respective PF offices. None 1722418150000 0 None None ELIGIBILITY The contractor shall quote his rates inclusive of PF as per the applicable rate as issued by the PF department from time to time and if any variation occurs it shall be paid / refunded by / to the Corporation against documentary evidence None 1722418157000 0 None None ELIGIBILITY The successful bidder shall give an under taking that they would abide by the provisions of the Employees Provident Fund Act None 1722418165000 0 None None ELIGIBILITY Remittance towards PF shall be commensurate with the labour component of the work involved. None 1722418177000 0 None None ELIGIBILITY The Bidder shall remit PF of labourers to Bidders permanent PF code number only None 1722418188000 0 None None ELIGIBILITY The bidder should maintain register of labourers deployed and wages paid for the workers and shall produce the documents whenever called for by the competent authority. Remittance towards PF shall be commensurate with the labour component of the work involved. None 1722418197000 0 None None ELIGIBILITY The contractor shall obtain insurance coverage for all the workers deployed for this work. None 1722418221000 0 None None ELIGIBILITY Corrigendum/modification/corrections, if any, will be published in the karnataka public procurement portal and www.ksphc.org web sites only. None 1722418235000 0 None None ELIGIBILITY Bounded scanned hard copies are to be submitted duly marking the Page Nos. within 3 days after the last date of submission of the bid documents online to EE(Contracts), KSPH & IDCL, Bangalore. None 1722418249000 0 None None ELIGIBILITY The rates quoted by the Contractor shall be deemed to be inclusive of all applicable taxes, GST, levies, duties and cess, Building Workers Welfare Cess etc., as applicable as per the latest Notifications of GoK and GoI prevailing as on the date of NIT. The Employer will perform such duties in regard to the deduction of such taxes at source as per applicable law. The Contractor should submit the tax invoice along with RA Bills. None 1722418262000 0 None None ELIGIBILITY Further details of the work or any clarifications can be obtained from the office of the Executive Engineer(Contracts), KSPH & IDCL, Richmond Road, Bangalore 560025. Ph: 080-25584102 Extn - 130 / 114 / 117 None 1722418270000 0 None None ELIGIBILITY The bidder should furnish the documents relating to registration of GST None 1722418278000 0 None None ELIGIBILITY The bidder should furnish the valid address, phone number & e mail ID None 1722418288000 0 None None ELIGIBILITY The intended bidder shall visit the site & quote his offer accordingly and for having visited the site, they should upload the photos while submitting the tender. None 1722418344000 0 None None ELIGIBILITY Tenders must be accompanied by Earnest Money Deposit (EMD) of Rs. 3.89 Lakhs (Rupees Three Lakhs Eighty Nine Thousand only), which may be paid fully through Karnataka Public Procurement Portal or Out of total EMD amount Rs. 1.00 lakh (Rupees One Lakh only) shall be paid online through Karnataka Public Procurement Portal using any of the following Payment Modes: Credit Card, Direct Debit, National Electronic Fund Transfer (NEFT), Over the Counter (OTC) and the balance amount of Rs. 2.89 Lakhs (Rupees Two Lakhs Eighty Nine Thousand only) in the form of Bank Guarantee (BG) only issued from Nationalized/Scheduled Commercial Banks in the Name of MD, KSPH&IDCL, Bengaluru. The scan copy of the Bank Guarantee (BG) to be uploaded at the time of submission of bid documents and the original Bank Guarantee should be submitted to Office of the Executive Engineer (Contracts), KSPH & IDCL, No.59, Gen. K.S. Thimmayya Road, Bangalore 560025 On or before the Last date of receipt of tender and the non-compliance of the same leads to the rejection of the bid. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None 1.3 of Section-3 Qualification Information: Work performed as Prime Contractor (in the same name) on works of similar nature over during the five years (2019-20 to 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- The scanned original work experience certificate issued by not below the rank of Executive Engineer None None None None 1.4 of Section-3 : Quantities of work executed as prime contractor (in the same name) during the last five years (2019-20 to 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- The scanned original work experience certificate issued by not below the rank of Executive Engineer None None None None 1.5 of Section-3 Qualification Information : Information on works for which Tenders have been submitted and works which are yet to be completed as on the date of this Tender : (A) Existing commitments and ongoing works & (B) Works for which Tenders already submitted Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- The scanned original work experience certificate issued by not below the rank of Executive Engineer None None None None 1.7 of Section-3: Qualification Information: Reports on the financial standing of the tenderer, such as profit and Loss statements and auditors reports for the last five years. (2019-20 to 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Profit & Loss Statement from Registered Chartered Accountant None None None None 3.2- To qualify for award of this contract, each Tender in his/her/their name should have in the last five years i.e. 2019-20 to 2023-24): (b) Satisfactorily completed as prime contractor (at least 90% of the contract value), at least one similar nature of work of value not less than Rs.129.50 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work Done certificate issued not below the rank of an Executive Engineer or equivalent. None None None None 3.2 (e) The Tenderer or his identified subcontractor should possess valid license for executing water supply/sanitary engineering works and should have executed similar water supply/sanitary engineering works totaling Rs.2.96 Lakhs in any one year Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Workdone certificate issued not below the rank of an Executive Engineer. In case of Sub Contractor licence & Consent letter also to be uploaded. None None None None ITT - 3.2 d) The Tenderer or his identified sub-contractor should possess required valid electrical license for executing building electrification works and should have executed similar electrical works totalling Rs.15.55 Lakhs in any one year Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Workdone certificate issued not below the rank of an Executive Engineer. In case of Sub Contractor licence & Consent letter also to be uploaded. None None None None Be a Class-II & above Civil registered contractor of State PWDs / Central/MES/ Govt. Undertakings Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Valid Registration Certificate issued by respective Depts None None None None Be Registered with KSPH & IDCL Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Valid Registration Certificate issued by KSPHCL None None None None Income Tax returns & PAN Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Income Tax returns and PAN certificates None None None None Be Registered with GST Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Valid Registration Certificate issued by Competent Authority None None None None Be Registered with EPF Authorities Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- EPF Registration Certificate None None None None ITT 3.2 - To qualify for award of this contract, each Tenderer / company in his / its name should have in the last five years i.e. 2019-20 to 2023-24 (c) Executed in any one year the minimum quantities of work executed (Please refer Tender Document) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Certificate issued from not below the rank of an Executive Engineer or equivalent. None None None None ITT 3.3 (c)- Each Tenderer should further demonstrate Liquid assets and /or availability of credit facilities of no less than Rs.71.00 Lakhs (Credit lines/ letter of credit/ certificates from Nationalized / Scheduled banks for meeting the fund requirement etc (Unconditional) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Letter of Credit Certificates from Nationalized / Scheduled banks for meeting the fund requirement None None None None ITT 3.2 - To qualify for award of this contract, each Tenderer in his/her/their name should have in the last five years i.e. 2019-20 to 2023-24: (a) Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.517.94 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Attach Certificate from Registered Chartered Accountant with UDIN Number None None None None 1.8 of Section-3 Qualification Information: Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are Proposed to be deployed on this contract, if awarded. Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Organization Chart & Company Profile
tenderCriterionDocumentList	documentName optional documentTypeText KSPH & IDCL Registration Certificate True Technical Bid Class-II & above Civil registered contractor of State PWDs / Central/MES/Govt. Undertakings True Technical Bid Income Tax returns & PAN True Technical Bid EPF Registration Certificate True Technical Bid Work Done Certificate - ITT 3.2 b Similar nature Work done certificate True Technical Bid Liquid assets and availability of credit facilities True Technical Bid Turnover Certificate - ITT 3.2 a True Technical Bid 1.3.of Section-3 Qualification Information True Technical Bid 1.4.of Section-3 Qualification Information True Technical Bid 1.7.of Section-3 Qualification Information True Technical Bid GST Registration Certificate True Technical Bid Executed minimum quantities of work - ITT 3.2 c True Technical Bid Work Done Certificate - ITT 3.2 d Electrical Work done certificate True Technical Bid Work Done Certificate - ITT 3.2 e Water supply /sanitary Work done certificate True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1722422671000 version 0 createdDate None modifiedDate None blockNumber No. 59, Richmond Road (Gen. K.S.Thimmaiah Road) street None city Bengaluru state Karnataka pin 560025
tenderRecallDTO	None