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noticeInvitingTenderDTO	createdTs 1719302467640 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 3240.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 11-07-2024 16:00:00 tenderQueryClose 04-07-2024 16:00:00 technicalBidOpen 12-07-2024 16:01:00 publishedDate 25-06-2024 16:47:09 publishedByPost EWHFWD_CE_CEOFF_BNG publishedByUser KPE16838 - BALEKATTE KUMARASWAMY PAVITHRA bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 06-07-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Praveen B A splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08029557023 mobileNumber 9448653156 tenderSupplierList None
tenderSchedule	createdTs 1719302467666 version 4 createdDate None modifiedDate None tenderNumber EWHFWD/2024-25/BD/WORK_INDENT422 title Construction of Health and Wellness centre at 1) Hosathota 2) Shirangav B in Somwarpet Taluk, Kodagu District. description Construction of Health and Wellness centre at 1) Hosathota 2) Shirangav B in Somwarpet Taluk, Kodagu District. category WORKS categoryText Works ecv 12921722.20 deptName Engineering Wing of Health and Family Welfare Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 3521 locationName EWHFWD Chief Engineer Office Bengaluru provisionalAmount 13100000.0 groupOverheadTotal 0.0 fileNumber HFW/AEE/MDY/Wellnesscentre/KodaguPkg
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1719302468000 0 None None Buildings 1 Construction of Health and Wellness centre at Hosathota in Somwarpet Taluk, Kodagu District. (Civil Works) (Slice-1) 5948265.76 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3344543 117532 None I-2.5(ii)A P-9 V-3 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer.A In area of light jungle A.In area of light jungle 100 Sqm 519.39 519.39 0.98 False None None False None False 509.0022 0 3344544 117532 None I-1.13 P-8 V-1 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 Ordinary/Soft rock upto 300 mm depth Cum 478.42 478.42 26.04 False None None False None False 12458.0568 0 3344545 117532 None I-1.15.1 P-8 V-1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work, In ordinary/soft rock without blasting upto 1.5 m depth Cum 479.74 479.74 182.32 False None None False None False 87466.1968 0 3344546 117532 None I-2.1.3 P-15 V-1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Centering & formwork are inclusive) Cum 7915.06 7915.06 46.03 False None None False None False 364330.2118 0 3344547 117532 None I-4.1 P-5 V-2 Providing 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 Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 155.95 155.95 104.15 False None None False None False 16242.1925 0 3344548 117532 None I-2.2.1 P-15 V-1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately)M20 formwork charges included Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8973.61 8973.61 35.98 False None None False None False 322870.4878 0 3344549 117532 None I-2.4.2 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Pedestal Concrete Cum 14206.01 14206.01 13.85 False None None False None False 196753.2385 0 3344550 117532 None I-2.4.2 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Plinth Beam Cum 13370.36 13370.36 6.33 False None None False None False 84634.3788 0 3344551 117532 None I-1.9 P-7 V-1 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 351.55 351.55 157.07 False None None False None False 55217.9585 0 3344552 117532 None I-1.8 P-7 V-1 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 626.44 626.44 88.07 False None None False None False 55170.5708 0 3344553 117532 None I-2.11(a) P-18 V-1 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) GF Tonne 118226.37 118226.37 7.18 False None None False None False 848865.3366 0 3344554 117532 None I-2.11(a) P-18 V-1 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) FF Tonne 119408.64 119408.64 1.76 False None None False None False 210159.2064 0 3344555 117532 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Columns Above Plinth Beam to Roof Beam GF Cum 14895.75 14895.75 5.94 False None None False None False 88480.755 0 3344556 117532 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Columns Above Plinth Beam to Roof Beam FF Cum 15044.72 15044.72 5.37 False None None False None False 80790.1464 0 3344557 117532 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Lintel Beam, Roof Beam GF Cum 14019.53 14019.53 9.66 False None None False None False 135428.6598 0 3344558 117532 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Lintel Beam FF Cum 14159.73 14159.73 8.62 False None None False None False 122056.8726 0 3344559 117532 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Chajja GF Cum 12705.2 12705.2 0.81 False None None False None False 10291.212 0 3344560 117532 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Chajja FF Cum 12832.25 12832.25 0.7 False None None False None False 8982.575 0 3344561 117532 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Staircase, Roof Slab GF Cum 13143.31 13143.31 22.73 False None None False None False 298747.4363 0 3344562 117532 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Roof Slab FF Cum 13274.74 13274.74 11.58 False None None False None False 153721.4892 0 3344563 117532 None I-2.4.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cill Concrete GF Cum 13541.64 13541.64 1.46 False None None False None False 19770.7944 0 3344564 117532 None I-2.4.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cill Concrete FF Cum 13677.06 13677.06 1.91 False None None False None False 26123.1846 0 3344565 117532 None I-6.32 P-17 V-2 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. GF Sqm 1731.3 1731.3 213.38 False None None False None False 369424.794 0 3344566 117532 None I-6.32 P-17 V-2 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. GF Sqm 1748.61 1748.61 201.17 False None None False None False 351767.8737 0 3344567 117532 None I-6.34 P-17 V-2 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. GF Sqm 1459.05 1459.05 28.63 False None None False None False 41772.6015 0 3344568 117532 None I-6.34 P-17 V-2 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. FF Sqm 1473.63 1473.63 35.97 False None None False None False 53006.4711 0 3344569 117532 None I-12.13.1 P-100 V-2 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. GF Cum 130593.9 130593.9 0.47 False None None False None False 61379.133 0 3344570 117532 None I-12.13.1 P-100 V-2 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. FF Cum 131899.85 131899.85 0.38 False None None False None False 50121.943 0 3344571 117532 None I-12.51 P-104 V-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. GF Nos 1342.75 1342.75 8.0 False None None False None False 10742.0 0 3344572 117532 None I-12.51 P-104 V-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. FF Nos 1356.17 1356.17 6.0 False None None False None False 8137.02 0 3344573 117532 None I-11.34A P-86 V-2 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. GF Kgs 222.03 222.03 277.89 False None None False None False 61699.9167 0 3344574 117532 None I-11.34A P-86 V-2 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. FF Kgs 224.25 224.25 266.54 False None None False None False 59771.595 0 3344575 117532 None I-11.5.1 P-77 V-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. GF Sqm 5918.12 5918.12 7.2 False None None False None False 42610.464 0 3344576 117532 None I-12.57.4 P-105 V-2 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.35 mm thick both side Teak GF Nos 5989.49 5989.49 15.12 False None None False None False 90561.0888 0 3344577 117532 None I-12.57.4 P-105 V-2 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.35 mm thick both side Teak FF Nos 6049.39 6049.39 11.97 False None None False None False 72411.1983 0 3344578 117532 None I-12.74.1 P-107 V-2 Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete :125x64x1.90mm GF Nos 134.8 134.8 24.0 False None None False None False 3235.2 0 3344579 117532 None I-12.74.1 P-107 V-2 Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete :125x64x1.90mm FF Nos 136.15 136.15 18.0 False None None False None False 2450.7 0 3344580 117532 None I-12.76.2 P-107 V-2 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :200x10mm GF Nos 462.56 462.56 16.0 False None None False None False 7400.96 0 3344581 117532 None I-12.76.2 P-107 V-2 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :200x10mm FF Nos 467.19 467.19 12.0 False None None False None False 5606.28 0 3344582 117532 None I-12.62 P-105 V-2 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete GF Nos 313.22 313.22 16.0 False None None False None False 5011.52 0 3344583 117532 None I-12.62 P-105 V-2 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete FF Nos 316.35 316.35 12.0 False None None False None False 3796.2 0 3344584 117532 None I-12.61 P-105 V-2 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. GF Nos 1308.38 1308.38 8.0 False None None False None False 10467.04 0 3344585 117532 None I-12.61 P-105 V-2 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. FF Nos 1321.47 1321.47 6.0 False None None False None False 7928.82 0 3344586 117532 None I-12.58 P-105 V-2 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. GF Nos 158.59 158.59 8.0 False None None False None False 1268.72 0 3344587 117532 None I-12.58 P-105 V-2 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. FF Nos 160.17 160.17 4.0 False None None False None False 640.68 0 3344588 117532 None I-10.6.3 P-69 V-2 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 12 mm GF Nos 79.3 79.3 32.0 False None None False None False 2537.6 0 3344589 117532 None I-10.6.3 P-69 V-2 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 12 mm FF Nos 80.09 80.09 24.0 False None None False None False 1922.16 0 3344590 117532 None I-12.90 P-105 V-2 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) GF Sqm 8899.65 8899.65 11.25 False None None False None False 100121.0625 0 3344591 117532 None I-12.90 P-105 V-2 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) FF Sqm 8988.65 8988.65 15.0 False None None False None False 134829.75 0 3344592 117532 None I-12.85 P-105 V-2 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) GF Sqm 7558.23 7558.23 1.08 False None None False None False 8162.8884 0 3344593 117532 None I-12.85 P-105 V-2 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) FF Sqm 7633.81 7633.81 0.72 False None None False None False 5496.3432 0 3344594 117532 None I-8.10 P-43 V-2 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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. GF Sqm 278.86 278.86 97.14 False None None False None False 27088.4604 0 3344595 117532 None I-8.10 P-43 V-2 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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. FF Sqm 281.64 281.64 55.47 False None None False None False 15622.5708 0 3344596 117532 None I-8.7 P-42 V-2 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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. GF Sqm 483.71 483.71 361.07 False None None False None False 174653.1697 0 3344597 117532 None I-8.7 P-42 V-2 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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. FF Sqm 488.54 488.54 306.91 False None None False None False 149937.8114 0 3344598 117532 None I-8.5.2 P-42 V-2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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. GF Sqm 461.24 461.24 46.16 False None None False None False 21290.8384 0 3344599 117532 None I-8.5.2 P-42 V-2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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. FF Sqm 465.85 465.85 37.95 False None None False None False 17679.0075 0 3344600 117532 None I-8.6.2 P-42 V-2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 566.97 566.97 201.32 False None None False None False 114142.4004 0 3344601 117532 None I-8.6.2 P-42 V-2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. FF Sqm 572.63 572.63 141.49 False None None False None False 81021.4187 0 3344602 117532 None I-8.51 P-50 V-2 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. GF Sqm 132.16 132.16 473.33 False None None False None False 62555.2928 0 3344603 117532 None I-8.51 P-50 V-2 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. FF Sqm 133.48 133.48 355.51 False None None False None False 47453.4748 0 3344604 117532 None I-8.79 P-53 V-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: 10mm to 15 mm wide and 8 mm deep groove. GF m 68.72 68.72 191.19 False None None False None False 13138.5768 0 3344605 117532 None I-8.79 P-53 V-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: 10mm to 15 mm wide and 8 mm deep groove. FF m 69.41 69.41 181.32 False None None False None False 12585.4212 0 3344606 117532 None I-9.21.2 P-62 V-2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), 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 (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm GF Sqm 1636.14 1636.14 76.59 False None None False None False 125311.9626 0 3344607 117532 None I-9.11 P-60 V-2 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. GF Sqm 1174.9 1174.9 7.2 False None None False None False 8459.28 0 3344608 117532 None I-9.2 P-59 V-2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. GF Sqm 1057.28 1057.28 16.0 False None None False None False 16916.48 0 3344609 117532 None I-9.2 P-59 V-2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. FF Sqm 1067.85 1067.85 17.36 False None None False None False 18537.876 0 3344610 117532 None I-8.39 P-48 V-2 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 167.84 167.84 473.33 False None None False None False 79443.7072 0 3344611 117532 None I-8.32 P-46 V-2 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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. GF Sqm 206.17 206.17 201.32 False None None False None False 41506.1444 0 3344612 117532 None I-8.32 P-46 V-2 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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. FF Sqm 208.23 208.23 141.49 False None None False None False 29462.4627 0 3344613 117532 None I-8.34.3 P-47 V-2 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 66.08 66.08 18.81 False None None False None False 1242.9648 0 3344614 117532 None I-8.34.3 P-47 V-2 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. FF Sqm 66.74 66.74 9.72 False None None False None False 648.7128 0 3344615 117532 None I-8.43 P-49 V-2 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 124.23 124.23 18.81 False None None False None False 2336.7663 0 3344616 117532 None I-8.43 P-49 V-2 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. FF Sqm 125.47 125.47 9.72 False None None False None False 1219.5684 0 3344617 117532 None I-11.28 P-85 V-2 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. GF Kgs 746.7 746.7 27.05 False None None False None False 20198.235 0 3344618 117532 None I-9.38 P-65 V-2 Providing skirting, dadooing, rises of steps with white 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. GF Sqm 1839.67 1839.67 46.16 False None None False None False 84919.1672 0 3344619 117532 None I-11.2 P-77 V-2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kgs 150.84 150.84 50.0 False None None False None False 7542.0 0 1719302468000 0 None None Buildings 1 Construction of Health and Wellness centre at Hosathota in Somwarpet Taluk, Kodagu District. (Water Supply & Sanitary Works) (Slice-1) 262813.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3344620 117533 None I-655 P-A44 V-5 PVC pipe-OD 50mm & 6Kg/Sqcm GF m 68.72 68.72 20.0 False None None False None False 1374.4 0 3344621 117533 None I-655 P-A44 V-5 PVC pipe-OD 50mm & 6Kg/Sqcm FF m 69.41 69.41 25.0 False None None False None False 1735.25 0 3344622 117533 None I-657 P-A44 V-5 PVC pipe - OD 75mm and 6 Kg/sqcm, waste lines GF m 162.56 162.56 20.0 False None None False None False 3251.2 0 3344623 117533 None I-657 P-A44 V-5 PVC pipe - OD 75mm and 6 Kg/sqcm, waste lines FF m 164.19 164.19 25.0 False None None False None False 4104.75 0 3344624 117533 None I-647 P-A44 V-5 PVC pipe - OD 110mm and 6 Kg/sqcm, sanitary lines GF m 337.01 337.01 40.0 False None None False None False 13480.4 0 3344625 117533 None I-647 P-A44 V-5 PVC pipe - OD 110mm and 6 Kg/sqcm, sanitary lines FF m 340.38 340.38 60.0 False None None False None False 20422.8 0 3344626 117533 None I-649 P-A44 V-5 PVC pipe - OD 160mm and 6 Kg/sqcm, sanitary lines m 555.07 555.07 40.0 False None None False None False 22202.8 0 3344627 117533 None I-13.48 P-125 V-2 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 10mm gap for thermal expansion,(i)the single socketed pipes 100mm diameter GF m 384.59 384.59 20.0 False None None False None False 7691.8 0 3344628 117533 None I-37.28.1 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 7.50 cms thick GF Nos 173.13 173.13 4.0 False None None False None False 692.52 0 3344629 117533 None I-37.28.1 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 7.50 cms thick FF Nos 174.86 174.86 4.0 False None None False None False 699.44 0 3344630 117533 None I-37.28.2 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 10 cms thick GF Nos 207.49 207.49 4.0 False None None False None False 829.96 0 3344631 117533 None I-37.28.2 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 10 cms thick FF Nos 209.57 209.57 4.0 False None None False None False 838.28 0 3344632 117533 None I-14.32.2 P-136 V-2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm GF Each 1345.39 1345.39 1.0 False None None False None False 1345.39 0 3344633 117533 None I-13.9.2 P-118 V-2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter GF Nos 368.73 368.73 1.0 False None None False None False 368.73 0 3344634 117533 None I-14.22B P-134 V-2 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. GF Nos 7350.74 7350.74 1.0 False None None False None False 7350.74 0 3344635 117533 None I-14.40.2 P-137 V-2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. GF Nos 655.51 655.51 1.0 False None None False None False 655.51 0 3344636 117533 None I-14.3.1 P-131 V-2 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 :W.C. pan with ISI marked white solid plastic seat and lid GF Nos 7899.2 7899.2 1.0 False None None False None False 7899.2 0 3344637 117533 None I-14.4.4 P-132 V-2 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern GF Nos 17273.31 17273.31 1.0 False None None False None False 17273.31 0 3344638 117533 None I-14.11.2 P-134 V-2 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm GF Nos 6716.37 6716.37 2.0 False None None False None False 13432.74 0 3344639 117533 None I-13.32.2 P-122 V-2 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. 20 mm nominal dia Pipes GF m 500.89 500.89 10.0 False None None False None False 5008.9 0 3344640 117533 None I-13.32.2 P-122 V-2 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. 20 mm nominal dia Pipes FF m 505.89 505.89 10.0 False None None False None False 5058.9 0 3344641 117533 None I-13.32.3 P-122 V-2 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. 25 mm nominal dia Pipes GF m 630.4 630.4 60.0 False None None False None False 37824.0 0 3344642 117533 None I-13.32.3 P-122 V-2 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. 25 mm nominal dia Pipes FF m 636.7 636.7 50.0 False None None False None False 31835.0 0 3344643 117533 None I-813 P-A36 V-2 SS Bib cock with wall flange GF Nos 1096.93 1096.93 5.0 False None None False None False 5484.65 0 3344644 117533 None I-813 P-A36 V-2 SS Bib cock with wall flange FF Nos 1107.9 1107.9 5.0 False None None False None False 5539.5 0 3344645 117533 None I-16.10 P-191 V-5 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 including the cost of CI frame and cover GF Each 5598.3 5598.3 4.0 False None None False None False 22393.2 0 3344646 117533 None I-13.34 P-123 V-2 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. l 12.01 12.01 2000.0 False None None False None False 24020.0 0 1719302468000 0 None None Buildings 1 Construction of Health and Wellness centre at Hosathota in Somwarpet Taluk, Kodagu District. (Electrical Works) (Slice-1) 249781.97 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3344647 117534 None 2.2.1 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to 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. completefor each outlet. Short point up to 3Mtr from tapping point to out let via switch Point 355.51 355.51 30.0 False None None False None False 10665.3 0 3344648 117534 None 2.2.2 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to 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. completefor each outlet. Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch Point 500.89 500.89 22.0 False None None False None False 11019.58 0 3344649 117534 None 2.2.3 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to 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. completefor each outlet. Long point above 6Mtr up to 10Mtr from tapping point to out let via switch Point 733.49 733.49 16.0 False None None False None False 11735.84 0 3344650 117534 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 3Way Each 210.13 210.13 21.0 False None None False None False 4412.73 0 3344651 117534 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 4-5Way Each 233.92 233.92 6.0 False None None False None False 1403.52 0 3344652 117534 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 6Way Each 290.75 290.75 2.0 False None None False None False 581.5 0 3344653 117534 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 344.94 344.94 13.0 False None None False None False 4484.22 0 3344654 117534 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 10-12Way Each 421.59 421.59 4.0 False None None False None False 1686.36 0 3344655 117534 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. 3Way Each 212.78 212.78 21.0 False None None False None False 4468.38 0 3344656 117534 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. 4Way Each 231.28 231.28 6.0 False None None False None False 1387.68 0 3344657 117534 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. 6Way Each 309.25 309.25 2.0 False None None False None False 618.5 0 3344658 117534 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. 8 Way Each 375.33 375.33 13.0 False None None False None False 4879.29 0 3344659 117534 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. 10-12Way Each 454.63 454.63 4.0 False None None False None False 1818.52 0 3344660 117534 None 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps one way Switch Each 134.8 134.8 100.0 False None None False None False 13480.0 0 3344661 117534 None 3.6.2 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps Two way Switch Each 219.39 219.39 6.0 False None None False None False 1316.34 0 3344662 117534 None 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps 3way socket Each 225.99 225.99 37.0 False None None False None False 8361.63 0 3344663 117534 None 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator. Each 471.81 471.81 12.0 False None None False None False 5661.72 0 3344664 117534 None 3.6.8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps Bell push Each 233.92 233.92 2.0 False None None False None False 467.84 0 3344665 117534 None 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32Amps DP switch Each 430.84 430.84 11.0 False None None False None False 4739.24 0 3344666 117534 None 3.6.10 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16Amps universal socket Each 311.9 311.9 11.0 False None None False None False 3430.9 0 3344667 117534 None 3.6.11 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. TV/Telephone socket Each 206.17 206.17 3.0 False None None False None False 618.51 0 3344668 117534 None 12.2.1 Supplying and fixing one of 230 volts Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote. Ding Dong Bell Each 325.11 325.11 2.0 False None None False None False 650.22 0 3344669 117534 None I-1.13 Supplyin and Fixing Metal Fan Box with Round Hook. No 154.63 154.63 12.0 False None None False None False 1855.56 0 3344670 117534 None 1.2.1 Concealed Conduit System Supplying heavy gauge PVC conduit pipe …….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(2/2) 19/20mm dia 2mm thick m 87.23 87.23 150.0 False None None False None False 13084.5 0 3344671 117534 None 1.2.2 Concealed Conduit System Supplying heavy gauge PVC conduit pipe …….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(2/2) 25mm dia 2mm thick m 103.08 103.08 180.0 False None None False None False 18554.4 0 3344672 117534 None 1.3.1 Groove Cutting in Wall Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 19/20mm dia 2mm thick m 89.87 89.87 100.0 False None None False None False 8987.0 0 3344673 117534 None 1.3.2 Groove Cutting in Wall Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick m 104.41 104.41 80.0 False None None False None False 8352.8 0 3344674 117534 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. 1.5 mm2 m 34.36 34.36 200.0 False None None False None False 6872.0 0 3344675 117534 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. 2.5 mm2 m 55.51 55.51 500.0 False None None False None False 27755.0 0 3344676 117534 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. 4 mm2 m 83.26 83.26 100.0 False None None False None False 8326.0 0 3344677 117534 None 5.19.9 Supplying and fixing regular MCB distribution boards on wall/ wood board I flush mounting using required clamps,i bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase I 3 phase I single door with powder coated painting. Made out of 14 SWG MS enclosure II- Double Door 12 Way SP & N Each 3078.01 3078.01 2.0 False None None False None False 6156.02 0 3344678 117534 None 5.18.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 6-32 A SP Each 548.46 548.46 20.0 False None None False None False 10969.2 0 3344679 117534 None 5.20.1 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board 16-25 A 2 pole Each 5652.48 5652.48 2.0 False None None False None False 11304.96 0 3344680 117534 None I-32.01 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 2C x 6 mm2 Km 83797.37 83797.37 0.05 False None None False None False 4189.8685 0 3344681 117534 None I-30.05 Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required. 2.5 to 25 Sqmm (Single/3.5/4 Core) Km 117.62 117.62 50.0 False None None False None False 5881.0 0 3344682 117534 None S.R 2019-2020 I-6.6.2 Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete. In soil (hard) m 134.8 134.8 20.0 False None None False None False 2696.0 0 3344683 117534 None S.R 2019-2020 I-6.9.1 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 m 442.74 442.74 5.0 False None None False None False 2213.7 0 3344684 117534 None I-12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipments 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 proprotion of salt and charcoal 150mm alround 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 checknuts etc, the pipe shall have 16 through holes of 12 mm dia. No 4638.82 4638.82 2.0 False None None False None False 9277.64 0 3344685 117534 None 12.58.2 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm GI strip m 108.37 108.37 50.0 False None None False None False 5418.5 0 1719302468000 0 None None Buildings 2 Construction of Health and Wellness centre at Shirangav B in Somwarpet Taluk, Kodagu District. (Civil Works) (Slice-2) 5948265.76 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3344686 117535 None I-2.5(ii)A P-9 V-3 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer.A In area of light jungle A.In area of light jungle 100 Sqm 519.39 519.39 0.98 False None None False None False 509.0022 0 3344687 117535 None I-1.13 P-8 V-1 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 Ordinary/Soft rock upto 300 mm depth Cum 478.42 478.42 26.04 False None None False None False 12458.0568 0 3344688 117535 None I-1.15.1 P-8 V-1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work, In ordinary/soft rock without blasting upto 1.5 m depth Cum 479.74 479.74 182.32 False None None False None False 87466.1968 0 3344689 117535 None I-2.1.3 P-15 V-1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Centering & formwork are included) Cum 7915.06 7915.06 46.03 False None None False None False 364330.2118 0 3344690 117535 None I-4.1 P-5 V-2 Providing 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 Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 155.95 155.95 104.15 False None None False None False 16242.1925 0 3344691 117535 None I-2.2.1 P-15 V-1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately)M20 formwork charges included Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8973.61 8973.61 35.98 False None None False None False 322870.4878 0 3344692 117535 None I-2.4.2 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Pedestal Concrete Cum 14206.01 14206.01 13.85 False None None False None False 196753.2385 0 3344693 117535 None I-2.4.2 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Plinth Beam Cum 13370.36 13370.36 6.33 False None None False None False 84634.3788 0 3344694 117535 None I-1.9 P-7 V-1 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 351.55 351.55 157.07 False None None False None False 55217.9585 0 3344695 117535 None I-1.8 P-7 V-1 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 626.44 626.44 88.07 False None None False None False 55170.5708 0 3344696 117535 None I-2.11(a) P-18 V-1 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) GF Tonne 118226.37 118226.37 7.18 False None None False None False 848865.3366 0 3344697 117535 None I-2.11(a) P-18 V-1 Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) FF Tonne 119408.64 119408.64 1.76 False None None False None False 210159.2064 0 3344698 117535 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Columns Above Plinth Beam to Roof Beam GF Cum 14895.75 14895.75 5.94 False None None False None False 88480.755 0 3344699 117535 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Columns Above Plinth Beam to Roof Beam FF Cum 15044.72 15044.72 5.37 False None None False None False 80790.1464 0 3344700 117535 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Lintel Beam, Roof Beam GF Cum 14019.53 14019.53 9.66 False None None False None False 135428.6598 0 3344701 117535 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork charges Lintel Beam FF Cum 14159.73 14159.73 8.62 False None None False None False 122056.8726 0 3344702 117535 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Chajja GF Cum 12705.2 12705.2 0.81 False None None False None False 10291.212 0 3344703 117535 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Chajja FF Cum 12832.25 12832.25 0.7 False None None False None False 8982.575 0 3344704 117535 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Staircase, Roof Slab GF Cum 13143.31 13143.31 22.73 False None None False None False 298747.4363 0 3344705 117535 None I-2.5.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & including formwork Roof Slab FF Cum 13274.74 13274.74 11.58 False None None False None False 153721.4892 0 3344706 117535 None I-2.4.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cill Concrete (Centering & formwork are included) GF Cum 13541.64 13541.64 1.46 False None None False None False 19770.7944 0 3344707 117535 None I-2.4.1 P-16 V-1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cill Concrete (Centering & formwork are included) FF Cum 13677.06 13677.06 1.91 False None None False None False 26123.1846 0 3344708 117535 None I-6.32 P-17 V-2 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. GF Sqm 1731.3 1731.3 213.38 False None None False None False 369424.794 0 3344709 117535 None I-6.32 P-17 V-2 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. GF Sqm 1748.61 1748.61 201.17 False None None False None False 351767.8737 0 3344710 117535 None I-6.34 P-17 V-2 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. GF Sqm 1459.05 1459.05 28.63 False None None False None False 41772.6015 0 3344711 117535 None I-6.34 P-17 V-2 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. FF Sqm 1473.63 1473.63 35.97 False None None False None False 53006.4711 0 3344712 117535 None I-12.13.1 P-100 V-2 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. GF Cum 130593.9 130593.9 0.47 False None None False None False 61379.133 0 3344713 117535 None I-12.13.1 P-100 V-2 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. FF Cum 131899.85 131899.85 0.38 False None None False None False 50121.943 0 3344714 117535 None I-12.51 P-104 V-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. GF Nos 1342.75 1342.75 8.0 False None None False None False 10742.0 0 3344715 117535 None I-12.51 P-104 V-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. FF Nos 1356.17 1356.17 6.0 False None None False None False 8137.02 0 3344716 117535 None I-11.34A P-86 V-2 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. GF Kgs 222.03 222.03 277.89 False None None False None False 61699.9167 0 3344717 117535 None I-11.34A P-86 V-2 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. FF Kgs 224.25 224.25 266.54 False None None False None False 59771.595 0 3344718 117535 None I-11.5.1 P-77 V-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. GF Sqm 5918.12 5918.12 7.2 False None None False None False 42610.464 0 3344719 117535 None I-12.57.4 P-105 V-2 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.35 mm thick both side Teak GF Nos 5989.49 5989.49 15.12 False None None False None False 90561.0888 0 3344720 117535 None I-12.57.4 P-105 V-2 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.35 mm thick both side Teak FF Nos 6049.39 6049.39 11.97 False None None False None False 72411.1983 0 3344721 117535 None I-12.74.1 P-107 V-2 Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete :125x64x1.90mm GF Nos 134.8 134.8 24.0 False None None False None False 3235.2 0 3344722 117535 None I-12.74.1 P-107 V-2 Providing and fixing IS : 12817 marked stainless steel butt hinges withstainless steel screws etc. complete :125x64x1.90mm FF Nos 136.15 136.15 18.0 False None None False None False 2450.7 0 3344723 117535 None I-12.76.2 P-107 V-2 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :200x10mm GF Nos 462.56 462.56 16.0 False None None False None False 7400.96 0 3344724 117535 None I-12.76.2 P-107 V-2 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :200x10mm FF Nos 467.19 467.19 12.0 False None None False None False 5606.28 0 3344725 117535 None I-12.62 P-105 V-2 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete GF Nos 313.22 313.22 16.0 False None None False None False 5011.52 0 3344726 117535 None I-12.62 P-105 V-2 Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete FF Nos 316.35 316.35 12.0 False None None False None False 3796.2 0 3344727 117535 None I-12.61 P-105 V-2 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. GF Nos 1308.38 1308.38 8.0 False None None False None False 10467.04 0 3344728 117535 None I-12.61 P-105 V-2 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. FF Nos 1321.47 1321.47 6.0 False None None False None False 7928.82 0 3344729 117535 None I-12.58 P-105 V-2 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. GF Nos 158.59 158.59 8.0 False None None False None False 1268.72 0 3344730 117535 None I-12.58 P-105 V-2 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. FF Nos 160.17 160.17 4.0 False None None False None False 640.68 0 3344731 117535 None I-10.6.3 P-69 V-2 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 12 mm GF Nos 79.3 79.3 32.0 False None None False None False 2537.6 0 3344732 117535 None I-10.6.3 P-69 V-2 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 12 mm FF Nos 80.09 80.09 24.0 False None None False None False 1922.16 0 3344733 117535 None I-12.90 P-105 V-2 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) GF Sqm 8899.65 8899.65 11.25 False None None False None False 100121.0625 0 3344734 117535 None I-12.90 P-105 V-2 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) FF Sqm 8988.65 8988.65 15.0 False None None False None False 134829.75 0 3344735 117535 None I-12.85 P-105 V-2 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) GF Sqm 7558.23 7558.23 1.08 False None None False None False 8162.8884 0 3344736 117535 None I-12.85 P-105 V-2 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) FF Sqm 7633.81 7633.81 0.72 False None None False None False 5496.3432 0 3344737 117535 None I-8.10 P-43 V-2 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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. GF Sqm 278.86 278.86 97.14 False None None False None False 27088.4604 0 3344738 117535 None I-8.10 P-43 V-2 Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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. FF Sqm 281.64 281.64 55.47 False None None False None False 15622.5708 0 3344739 117535 None I-8.7 P-42 V-2 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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. GF Sqm 483.71 483.71 361.07 False None None False None False 174653.1697 0 3344740 117535 None I-8.7 P-42 V-2 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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. FF Sqm 488.54 488.54 306.91 False None None False None False 149937.8114 0 3344741 117535 None I-8.5.2 P-42 V-2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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. GF Sqm 461.24 461.24 46.16 False None None False None False 21290.8384 0 3344742 117535 None I-8.5.2 P-42 V-2 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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. FF Sqm 465.85 465.85 37.95 False None None False None False 17679.0075 0 3344743 117535 None I-8.6.2 P-42 V-2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 566.97 566.97 201.32 False None None False None False 114142.4004 0 3344744 117535 None I-8.6.2 P-42 V-2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. FF Sqm 572.63 572.63 141.49 False None None False None False 81021.4187 0 3344745 117535 None I-8.51 P-50 V-2 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. GF Sqm 132.16 132.16 473.33 False None None False None False 62555.2928 0 3344746 117535 None I-8.51 P-50 V-2 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. FF Sqm 133.48 133.48 355.51 False None None False None False 47453.4748 0 3344747 117535 None I-8.79 P-53 V-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: 10mm to 15 mm wide and 8 mm deep groove. GF m 68.72 68.72 191.19 False None None False None False 13138.5768 0 3344748 117535 None I-8.79 P-53 V-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: 10mm to 15 mm wide and 8 mm deep groove. FF m 69.41 69.41 181.32 False None None False None False 12585.4212 0 3344749 117535 None I-9.21.2 P-62 V-2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), 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 (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm GF Sqm 1636.14 1636.14 76.59 False None None False None False 125311.9626 0 3344750 117535 None I-9.11 P-60 V-2 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. GF Sqm 1174.9 1174.9 7.2 False None None False None False 8459.28 0 3344751 117535 None I-9.2 P-59 V-2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. GF Sqm 1057.28 1057.28 16.0 False None None False None False 16916.48 0 3344752 117535 None I-9.2 P-59 V-2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. FF Sqm 1067.85 1067.85 17.36 False None None False None False 18537.876 0 3344753 117535 None I-8.39 P-48 V-2 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 167.84 167.84 473.33 False None None False None False 79443.7072 0 3344754 117535 None I-8.32 P-46 V-2 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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. GF Sqm 206.17 206.17 201.32 False None None False None False 41506.1444 0 3344755 117535 None I-8.32 P-46 V-2 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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. FF Sqm 208.23 208.23 141.49 False None None False None False 29462.4627 0 3344756 117535 None I-8.34.3 P-47 V-2 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 66.08 66.08 18.81 False None None False None False 1242.9648 0 3344757 117535 None I-8.34.3 P-47 V-2 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. FF Sqm 66.74 66.74 9.72 False None None False None False 648.7128 0 3344758 117535 None I-8.43 P-49 V-2 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF Sqm 124.23 124.23 18.81 False None None False None False 2336.7663 0 3344759 117535 None I-8.43 P-49 V-2 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :Two coats on new work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. FF Sqm 125.47 125.47 9.72 False None None False None False 1219.5684 0 3344760 117535 None I-11.28 P-85 V-2 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. GF Kgs 746.7 746.7 27.05 False None None False None False 20198.235 0 3344761 117535 None I-9.38 P-65 V-2 Providing skirting, dadooing, rises of steps with white 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. GF Sqm 1839.67 1839.67 46.16 False None None False None False 84919.1672 0 3344762 117535 None I-11.2 P-77 V-2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kgs 150.84 150.84 50.0 False None None False None False 7542.0 0 1719302468000 0 None None Buildings 2 Construction of Health and Wellness centre at Shirangav B in Somwarpet Taluk, Kodagu District. (Water Supply & Sanitary Works) (Slice-2) 262813.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3344763 117536 None I-655 P-A44 V-5 PVC pipe-OD 50mm & 6Kg/Sqcm GF m 68.72 68.72 20.0 False None None False None False 1374.4 0 3344764 117536 None I-655 P-A44 V-5 PVC pipe-OD 50mm & 6Kg/Sqcm FF m 69.41 69.41 25.0 False None None False None False 1735.25 0 3344765 117536 None I-657 P-A44 V-5 PVC pipe - OD 75mm and 6 Kg/sqcm, waste lines GF m 162.56 162.56 20.0 False None None False None False 3251.2 0 3344766 117536 None I-657 P-A44 V-5 PVC pipe - OD 75mm and 6 Kg/sqcm, waste lines FF m 164.19 164.19 25.0 False None None False None False 4104.75 0 3344767 117536 None I-647 P-A44 V-5 PVC pipe - OD 110mm and 6 Kg/sqcm, sanitary lines GF m 337.01 337.01 40.0 False None None False None False 13480.4 0 3344768 117536 None I-647 P-A44 V-5 PVC pipe - OD 110mm and 6 Kg/sqcm, sanitary lines FF m 340.38 340.38 60.0 False None None False None False 20422.8 0 3344769 117536 None I-649 P-A44 V-5 PVC pipe - OD 160mm and 6 Kg/sqcm, sanitary lines m 555.07 555.07 40.0 False None None False None False 22202.8 0 3344770 117536 None I-13.48 P-125 V-2 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 10mm gap for thermal expansion,(i)the single socketed pipes 100mm diameter GF m 384.59 384.59 20.0 False None None False None False 7691.8 0 3344771 117536 None I-37.28.1 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 7.50 cms thick GF Nos 173.13 173.13 4.0 False None None False None False 692.52 0 3344772 117536 None I-37.28.1 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 7.50 cms thick FF Nos 174.86 174.86 4.0 False None None False None False 699.44 0 3344773 117536 None I-37.28.2 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 10 cms thick GF Nos 207.49 207.49 4.0 False None None False None False 829.96 0 3344774 117536 None I-37.28.2 S.R 2018-19 Drilling holes of 2.50 cms dia (roof/chajja/stone). in slabs upto 10 cms thick FF Nos 209.57 209.57 4.0 False None None False None False 838.28 0 3344775 117536 None I-14.32.2 P-136 V-2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm GF Each 1345.39 1345.39 1.0 False None None False None False 1345.39 0 3344776 117536 None I-13.9.2 P-118 V-2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter GF Nos 368.73 368.73 1.0 False None None False None False 368.73 0 3344777 117536 None I-14.22B P-134 V-2 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. GF Nos 7350.74 7350.74 1.0 False None None False None False 7350.74 0 3344778 117536 None I-14.40.2 P-137 V-2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. GF Nos 655.51 655.51 1.0 False None None False None False 655.51 0 3344779 117536 None I-14.3.1 P-131 V-2 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 :W.C. pan with ISI marked white solid plastic seat and lid GF Nos 7899.2 7899.2 1.0 False None None False None False 7899.2 0 3344780 117536 None I-14.4.4 P-132 V-2 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern GF Nos 17273.31 17273.31 1.0 False None None False None False 17273.31 0 3344781 117536 None I-14.11.2 P-134 V-2 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm GF Nos 6716.37 6716.37 2.0 False None None False None False 13432.74 0 3344782 117536 None I-13.32.2 P-122 V-2 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. 20 mm nominal dia Pipes GF m 500.89 500.89 10.0 False None None False None False 5008.9 0 3344783 117536 None I-13.32.2 P-122 V-2 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. 20 mm nominal dia Pipes FF m 505.89 505.89 10.0 False None None False None False 5058.9 0 3344784 117536 None I-13.32.3 P-122 V-2 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. 25 mm nominal dia Pipes GF m 630.4 630.4 60.0 False None None False None False 37824.0 0 3344785 117536 None I-13.32.3 P-122 V-2 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. 25 mm nominal dia Pipes FF m 636.7 636.7 50.0 False None None False None False 31835.0 0 3344786 117536 None I-813 P-A36 V-2 SS Bib cock with wall flange GF Nos 1096.93 1096.93 5.0 False None None False None False 5484.65 0 3344787 117536 None I-813 P-A36 V-2 SS Bib cock with wall flange FF Nos 1107.9 1107.9 5.0 False None None False None False 5539.5 0 3344788 117536 None I-16.10 P-191 V-5 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 including the cost of CI frame and cover GF Each 5598.3 5598.3 4.0 False None None False None False 22393.2 0 3344789 117536 None I-13.34 P-123 V-2 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. l 12.01 12.01 2000.0 False None None False None False 24020.0 0 1719302468000 0 None None Buildings 2 Construction of Health and Wellness centre at Shirangav B in Somwarpet Taluk, Kodagu District. (Electrical Works) (Slice-2) 249781.97 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3344790 117537 None 2.2.1 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to 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. completefor each outlet. Short point up to 3Mtr from tapping point to out let via switch Point 355.51 355.51 30.0 False None None False None False 10665.3 0 3344791 117537 None 2.2.2 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to 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. completefor each outlet. Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch Point 500.89 500.89 22.0 False None None False None False 11019.58 0 3344792 117537 None 2.2.3 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to 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. completefor each outlet. Long point above 6Mtr up to 10Mtr from tapping point to out let via switch Point 733.49 733.49 16.0 False None None False None False 11735.84 0 3344793 117537 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 3Way Each 210.13 210.13 21.0 False None None False None False 4412.73 0 3344794 117537 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 4-5Way Each 233.92 233.92 6.0 False None None False None False 1403.52 0 3344795 117537 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 6Way Each 290.75 290.75 2.0 False None None False None False 581.5 0 3344796 117537 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 344.94 344.94 13.0 False None None False None False 4484.22 0 3344797 117537 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 10-12Way Each 421.59 421.59 4.0 False None None False None False 1686.36 0 3344798 117537 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. 3Way Each 212.78 212.78 21.0 False None None False None False 4468.38 0 3344799 117537 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. 4Way Each 231.28 231.28 6.0 False None None False None False 1387.68 0 3344800 117537 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. 6Way Each 309.25 309.25 2.0 False None None False None False 618.5 0 3344801 117537 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. 8 Way Each 375.33 375.33 13.0 False None None False None False 4879.29 0 3344802 117537 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. 10-12Way Each 454.63 454.63 4.0 False None None False None False 1818.52 0 3344803 117537 None 3.6.1 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps one way Switch Each 134.8 134.8 100.0 False None None False None False 13480.0 0 3344804 117537 None 3.6.2 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps Two way Switch Each 219.39 219.39 6.0 False None None False None False 1316.34 0 3344805 117537 None 3.6.3 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps 3way socket Each 225.99 225.99 37.0 False None None False None False 8361.63 0 3344806 117537 None 3.6.4 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator. Each 471.81 471.81 12.0 False None None False None False 5661.72 0 3344807 117537 None 3.6.8 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps Bell push Each 233.92 233.92 2.0 False None None False None False 467.84 0 3344808 117537 None 3.6.9 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32Amps DP switch Each 430.84 430.84 11.0 False None None False None False 4739.24 0 3344809 117537 None 3.6.10 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16Amps universal socket Each 311.9 311.9 11.0 False None None False None False 3430.9 0 3344810 117537 None 3.6.11 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. TV/Telephone socket Each 206.17 206.17 3.0 False None None False None False 618.51 0 3344811 117537 None 12.2.1 Supplying and fixing one of 230 volts Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote. Ding Dong Bell Each 325.11 325.11 2.0 False None None False None False 650.22 0 3344812 117537 None I-1.13 Supplyin and Fixing Metal Fan Box with Round Hook. No 154.63 154.63 12.0 False None None False None False 1855.56 0 3344813 117537 None 1.2.1 Concealed Conduit System Supplying heavy gauge PVC conduit pipe …….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(2/2) 19/20mm dia 2mm thick m 87.23 87.23 150.0 False None None False None False 13084.5 0 3344814 117537 None 1.2.2 Concealed Conduit System Supplying heavy gauge PVC conduit pipe …….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(2/2) 25mm dia 2mm thick m 103.08 103.08 180.0 False None None False None False 18554.4 0 3344815 117537 None 1.3.1 Groove Cutting in Wall Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 19/20mm dia 2mm thick m 89.87 89.87 100.0 False None None False None False 8987.0 0 3344816 117537 None 1.3.2 Groove Cutting in Wall Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick m 104.41 104.41 80.0 False None None False None False 8352.8 0 3344817 117537 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. 1.5 mm2 m 34.36 34.36 200.0 False None None False None False 6872.0 0 3344818 117537 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. 2.5 mm2 m 55.51 55.51 500.0 False None None False None False 27755.0 0 3344819 117537 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. 4 mm2 m 83.26 83.26 100.0 False None None False None False 8326.0 0 3344820 117537 None 5.19.9 Supplying and fixing regular MCB distribution boards on wall/ wood board I flush mounting using required clamps,i bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase I 3 phase I single door with powder coated painting. Made out of 14 SWG MS enclosure II- Double Door 12 Way SP & N Each 3078.01 3078.01 2.0 False None None False None False 6156.02 0 3344821 117537 None 5.18.1 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 6-32 A SP Each 548.46 548.46 20.0 False None None False None False 10969.2 0 3344822 117537 None 5.20.1 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board 16-25 A 2 pole Each 5652.48 5652.48 2.0 False None None False None False 11304.96 0 3344823 117537 None I-32.01 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 2C x 6 mm2 Km 83797.37 83797.37 0.05 False None None False None False 4189.8685 0 3344824 117537 None I-30.05 Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required. 2.5 to 25 Sqmm (Single/3.5/4 Core) Km 117.62 117.62 50.0 False None None False None False 5881.0 0 3344825 117537 None S.R 2019-2020 I-6.6.2 Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete. In soil (hard) m 134.8 134.8 20.0 False None None False None False 2696.0 0 3344826 117537 None S.R 2019-2020 I-6.9.1 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 m 442.74 442.74 5.0 False None None False None False 2213.7 0 3344827 117537 None I-12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipments 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 proprotion of salt and charcoal 150mm alround 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 checknuts etc, the pipe shall have 16 through holes of 12 mm dia. No 4638.82 4638.82 2.0 False None None False None False 9277.64 0 3344828 117537 None 12.58.2 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm GI strip m 108.37 108.37 50.0 False None None False None False 5418.5 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1719302469000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1719302469000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1719302469000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1719302469000 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 1719302469000 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 1719302609000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1719302615000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. None 1719302622000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1719302628000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner. None 1719302633000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt., orders as may be modified from time to time. None 1719302639000 0 None None ELIGIBILITY Any discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected. None 1719302645000 0 None None ELIGIBILITY Earnest Money Deposit will have to be in any one of the forms as per the instructions in the financial bid document and shall have to be valid for 45 days beyond the validity of the tender. None 1719302650000 0 None None ELIGIBILITY All the formats prescribed in the bid documents shall be filled in complete manner. (section 2 & 3 of the bid document) and shall be uploaded properly, signed by tenderer. Necessary certificates shall be uploaded along with the formats wherever required. General documents section can be used for this purpose. None 1719302659000 0 None None ELIGIBILITY Tenderers are required to read the Bid Documents carefully before submission of their bid. None 1719302664000 0 None None ELIGIBILITY If the tenderer quotes bid price below the estimated contract value (Amount put to tender) then the tenderer has to submit the additional security deposit equal to the difference in cost and the additional security deposit should have a validity for the period of execution. None 1719302670000 0 None None ELIGIBILITY If the numbers of page to be attached in one particular attachment is more, then all the pages can be put into one folder, zipped and then attached or else all the pages can be pasted in one word file and then this word file could be converted to PDF (portable documents format) format and then attached. (Please contract Help Desk for more assistance Phone: 080-25501216/ 25501227) None 1719302676000 0 None None ELIGIBILITY The Contractor shall strictly take all reasonable steps to protect the environment on and off the site and to avoide damage or nuisance to persons or to property of the public or others resulting from pollution, noise or other causes arising as a consequence of his methods of operation. None 1719302682000 0 None None ELIGIBILITY Materials like, steel(primary), cement, bitumen etc., required for the work shall be procured by the tenderer themselves and should be got tested positive by the quality control authority before use on the work. None 1719302687000 0 None None ELIGIBILITY Special Instructions to tenderers - asper bid document (F. Special Conditions of Contract Clause-6) None 1719302696000 0 None None ELIGIBILITY The Defects Liability Period is 1 year from the date of completion of the work. None 1719302725000 0 None None ELIGIBILITY Total value of Civil Engineering Construction works executed in the and payments received in the last five year i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24. None 1719302732000 0 None None ELIGIBILITY The Tenderers are bound to furnish the original certified documents to the employer within weeks time from the day of opening of technical bid for verification, failing which the bid of tenderer will be considered as technically non responsive. None 1719302764000 0 None None ELIGIBILITY Tenderer should have latest GST registration & upload latest GST/VAT clearance certificate in their name None 1719302770000 0 None None ELIGIBILITY The Rates quoted by the tenderer shall be Inclusive of GST None 1719302776000 0 None None ELIGIBILITY The contractor shall strictly take all reasonable steps to protect the environment on and off the site and to avoid damage or nuisance to persons or to property of the public or others resulting from pollution, noise or other causes arising as a consequence of his methods of operation None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None Clause ITT 3.2aTo qualify for award of this contract, each Tenderer in his/its name should have in the last five years i.e.(2019-20 to 2023-24) The tenderer should have been achieved in at least two financial years a minimum annual financial turnover (in all classes of civil Engineering construction works only) of Rs.258.44 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Clause ITT 3.2bTo qualify for award of this contract,each Tenderer in his/its name should have in the last five years i.e.(2019-20 to 2023-24)The tenderer should have been Satisfactorily completed at least one Similar work of value not less than Rs.64.61 Lakhs as prime contractor. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Clause ITT 3.2(c): To qualify for award of this contract,each Tenderer in his/its name should have in the last five years i.e.(2019-20 to 2023-24).Executed in any one financial year,the following minimum quantities of work Sl.No Description of key items of works 1. Earthwork Excavation in all kinds of soil 474.00 Cum 2.PCC & RCC 274.00 Cum 3. Steel Reinforcement for RCC work (TMT Steel) 14.30 Tonnes 4.BBM/Concrete Blocks 767.00 Sqm. 5. Flooring (Vitrified/Granite/Ceramic) 261.00 Sqm 6. Plastering 1996.00 Sqm 7. Painting 1397.00 Sqm 8. MS Grill 871.00 Sqm Note:The Work done certificate should be issued by the Officer not less than the rank of Executive Engineer of State or Central Government/Semi Government/Government undertaking/ autonomous bodies of Government will be considered, for the clause 3.2 (c) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Clause ITT 3.2d The tenderer or his identified sub contractor should possess required valid electrical license issued by KPWD,Government electrical Inspectorate for executing building electrification works and should have executed similar Building electrical works totaling to Rs.2.50 Lakhs in any one year Note.The Work done certificate should be issued by the Officer not less than the rank of Executive Engineer of State or Central Government,Semi Government,Government undertaking,autonomous bodies of Government will be considered, for the clause 3.2d. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Clause ITT 3.2(e):The Tenderer or his identified sub-contractor should possess valid license issued by BWSSB/KUWS&DB for executing water supply/sanitary engineering works and should have executed similar building water supply/sanitary engineering works totaling to Rs.2.63 Lakhs in any one year Note : The Work done certificate should be issued by the Officer not less than the rank of Executive Engineer of State or Central Government/Semi Government/Government undertaking/ autonomous bodies of Government will be considered, for the clause 3.2 (e). Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Clause ITT 3.6 Tenderers who meet the above specified minimum qualifying criteria,will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity(AxNx1.5-B)where A Maximum value of civil engineering works executed in any one year during the last five years i.e (2019-20-2023-24)(updated to 2024-25 price level)taking into account the completed as well as works in progress .N Number of years prescribed for completion of the works for which tender are invited. B Value at 2024-25 price level, of existing commitments of and ongoing works to be Completed during the next 6 months .Note:(1)The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent(2)Tenderer shall submit the list of Ongoing works duly certified by the Auditor/Chartered Accountant. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Certificate issued by the officer not lessthan the rank of Executive Engineer Ongoing commitments and Bids submitted for the works None None None None List of Minimum Key Personnel to be deployed by the contractor at site for Contract work 1) Site Engineer (Civil) B.E. Civil with minimum experience of 5 years in the Construction of buildings OR Diploma in Civil Engineering with minimum experience of 10 years in the Construction of buildings and should have been working in permanent role of the organization for at least two years 1 (One) 2) Site Engineer (Electrical Engineer) B.E. Electrical with minimum experience of 5 years in the Construction of buildings Diploma in Electrical Engineering with minimum experience of 10 years in the Construction of buildings and should have been working in permanent role of the organization for at least two years 1 (One) Note: 1) The tenderer shall submit list and photo identity proof such as Aadhar Card/Voter ID/Employee ID/Pass port/Driving License etc., for the key personnel such as project manager/site engineer to be deployed at each of the worksite. 2) The key personnel deployed at the site for this work should be working for a minimum period of one year with the tenderers and experience certificate has to be furnished in this regard. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Educational and Experience certificates None None None None Class III & Above PWD Registered Certificate. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Clause ITT 3.3(b):Liquid assets and/or availability of credit facilities of not less than Rs.38.80 Lakhs (Credit lines/letter of credit/certificates from banks for meeting the fund requirement etc.,) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid PWD Registration Certificate True Technical Bid GST Certificate True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1719314043000 version 0 createdDate None modifiedDate None blockNumber Office of the Chief Engineer, Health and Family Welfare Department, Engineering Wing, 3rd Floor Arogya Soudha 1st Cross Magadi Road street None city Bengaluru state Karnataka pin 560023
tenderRecallDTO	None