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evaluationTypeTextTwo Cover
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bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose08-07-2024 16:30:43
tenderQueryClose05-07-2024 15:45:28
technicalBidOpen09-07-2024 16:46:22
publishedDate01-07-2024 16:12:55
publishedByPostPWD_EE_DIV_BID
publishedByUserKPE14569 - SHIVSHANKER V KAMSHETTY
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tenderNumberPWD/2023-24/BD/WORK_INDENT9776/CALL-2
titleConstruction of Two Class Rooms at Govt HPS Malachapur, Govt HPS & HS RMSA Kongali and Single Rooms at Govt HPS Garma Thanda, Govt HPS Rachappa Goudgaon and Govt HPS Ladha Villages in Bhalki Taluka.
descriptionConstruction of Two Class Rooms at Govt HPS Malachapur, Govt HPS & HS RMSA Kongali and Single Rooms at Govt HPS Garma Thanda, Govt HPS Rachappa Goudgaon and Govt HPS Ladha Villages in Bhalki Taluka.
categoryWORKS
categoryTextWorks
ecv9233185.04
deptNamePublic Works Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location1692
locationNamePWD Division Office Bidar
provisionalAmount10950000.0
groupOverheadTotalNone
fileNumberPWD/Bhalki/KKRDB/23-24/A/9
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17195755980000NoneNoneBuildings2 Class Rooms at Govt HPS Malachapur - Civil2563472.02
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3402785120116NonePWD SR Volume-1, Pg No. 8 SI. No.1.12Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (PWD SR Volume-1, Pg No. 8/ SI. No.1.12)Cum99.7599.7522.18FalseNoneNoneFalseNoneFalse2212.4550
3402786120116NonePWD SR Volume-1, Pg No. 8 SI. No.1.14.1Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 mCum107.1107.165.62FalseNoneNoneFalseNoneFalse7027.9020
3402787120116NonePWD SR Volume-1, Pg No. 15 SI. No.2.1.3Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.1.3)Cum6288.456288.457.49FalseNoneNoneFalseNoneFalse47100.49050
3402788120116NonePWD SR Volume-2, Pg No. 9 SI. No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Volume-2, Pg No. 9/ SI. No.5.3)Cum6515.256515.2511.42FalseNoneNoneFalseNoneFalse74404.1550
3402789120116NonePWD SR Volume-2, Pg No. 9 SI. No.5.6Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. (PWD SR Volume-2, Pg No. 9/ SI. No.5.6)Cum6770.46770.416.51FalseNoneNoneFalseNoneFalse111779.3040
3402790120116NonePWD SR Volume-1, Pg No. 15 SI. No.2.2.1Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.2.1)Cum6601.356601.3514.73FalseNoneNoneFalseNoneFalse97237.88550
3402791120116None2.2.1Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum528.11528.1114.74FalseNoneNoneFalseNoneFalse7784.34140
3402792120116NonePWD SR Volume-1, Pg No. 16 SI. No.2.4.2Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.4.2)Cum6639.156639.158.12FalseNoneNoneFalseNoneFalse53909.8980
3402793120116None2.4.2Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8)Cum4647.414647.413.13FalseNoneNoneFalseNoneFalse14546.39330
3402794120116None2.4.2Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum3319.583319.585.0FalseNoneNoneFalseNoneFalse16597.90
3402795120116NonePWD SR Volume-1, Pg No. 7 SI. No.1.9Filling 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. (PWD SR Volume-1, Pg No. 7/ SI. No.1.9)Cum279.3279.399.26FalseNoneNoneFalseNoneFalse27723.3180
3402796120116NonePWD SR Volume-1, Pg No. 16 SI. No.2.5.1Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.5.1)Cum6961.56961.537.4FalseNoneNoneFalseNoneFalse260360.10
3402797120116None2.5.1Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7)Cum4873.054873.056.71FalseNoneNoneFalseNoneFalse32698.16550
3402798120116None2.5.1Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12)Cum4176.94176.98.46FalseNoneNoneFalseNoneFalse35336.5740
3402799120116None2.5.1Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13)Cum3480.753480.7522.06FalseNoneNoneFalseNoneFalse76785.3450
3402800120116None2.5.1Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17)Cum3132.683132.680.2FalseNoneNoneFalseNoneFalse626.5360
3402801120116NonePWD 23-24 SR Vol-1, Pg No. 16 SI. No.2.4.1Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (PWD 23-24 SR Vol-1, Pg No. 16/ SI. No.2.4.1)Cum6724.26724.210.76FalseNoneNoneFalseNoneFalse72352.3920
3402802120116NonePWD 23-24 SR Vol-1, Pg No. 18 SI. No.2.11aSupplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (PWD 23-24 SR Vol-1, Pg No. 18/ SI. No.2.11a)Tonne93929.8593929.855.11FalseNoneNoneFalseNoneFalse479981.53350
3402803120116NonePWD 23-24 SR Vol-2, Pg No. 14 SI. No.6.8Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD 23-24 SR Vol-2, Pg No. 14/ SI. No.6.8)Cum8367.458367.4541.8FalseNoneNoneFalseNoneFalse349759.410
3402804120116NonePWD 23-24 SR Vol-2, Pg No. 99 SI. No.12.12Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 99/ SI. No.12.12)Cum130412.1130412.10.19FalseNoneNoneFalseNoneFalse24778.2990
3402805120116NonePWD 23-24 SR Vol-2, Pg No. 104 SI. No.12.51Fixing 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. (PWD 23-24 SR Vol-2, Pg No. 104/ SI. No.12.51)No1066.81066.83.0FalseNoneNoneFalseNoneFalse3200.40
3402806120116NonePWD 23-24 SR Vol-2, Pg No. 100 SI. No.12.16Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (PWD 23-24 SR Vol-2, Pg No. 100/ SI. No.12.16)Sqm7241.857241.857.56FalseNoneNoneFalseNoneFalse54748.3860
3402807120116NonePWD 23-24 SR Vol-2, Pg No. 86 SI. No.11.31Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 86/ SI. No.11.31)Kgs120.75120.75233.28FalseNoneNoneFalseNoneFalse28168.560
3402808120116NonePWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (PWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84)Sqm5274.155274.158.64FalseNoneNoneFalseNoneFalse45568.6560
3402809120116NonePWD 23-24 SR Vol-2 Pg No. A-24 SI. No.394Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(PWD 23-24 SR Vol-2, Material Component Pg No. A-24/ SI. No.394)Sqm294.0294.012.96FalseNoneNoneFalseNoneFalse3810.240
3402810120116NonePWD 23-24 SR Vol-2, Pg No. 85 SI. No.11.30.1Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(PWD 23-24 SR Vol-2, Pg No. 85/ SI. No.11.30.1)Sqm957.6957.64.32FalseNoneNoneFalseNoneFalse4136.8320
3402811120116NonePWD 23-24 SR Vol-2, Pg No. 64 SI. No.9.34Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 64/ SI. No.9.34)Sqm1622.251622.25126.44FalseNoneNoneFalseNoneFalse205117.290
3402812120116NonePWD 23-24 SR Vol-2, Pg No. 41 SI. No.8.1.2Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 41/ SI. No.8.1.2)Sqm253.05253.05262.96FalseNoneNoneFalseNoneFalse66542.0280
3402813120116NonePWD 23-24 SR Vol-2, Pg No. 50 SI. No.8.51Providing 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. (PWD 23-24 SR Vol-2, Pg No. 50/ SI. No.8.51)Sqm105.0105.0365.72FalseNoneNoneFalseNoneFalse38400.60
3402814120116NonePWD 23-24 SR Vol-2, Pg No. 44 SI. No.8.16aProviding lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 44/ SI. No.8.16a)Sqm1299.91299.915.06FalseNoneNoneFalseNoneFalse19576.4940
3402815120116NonePWD 23-24 SR Vol-2, Pg No. 42 SI. No.8.2.2Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (PWD 23-24 SR Vol-2, Pg No. 42/ SI. No.8.2.2)Sqm292.95292.95251.93FalseNoneNoneFalseNoneFalse73802.89350
3402816120116NonePWD 23-24 SR Vol-2, Pg No. 47 SI. No.8.33.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 47/ SI. No.8.33.3)Sqm145.95145.9512.96FalseNoneNoneFalseNoneFalse1891.5120
3402817120116NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.2Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.33.2)Sqm144.9144.924.19FalseNoneNoneFalseNoneFalse3505.1310
3402818120116NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.30Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.30)Sqm182.7182.7251.93FalseNoneNoneFalseNoneFalse46027.6110
3402819120116NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.1Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.33.1)Sqm165.9165.9365.72FalseNoneNoneFalseNoneFalse60672.9480
3402820120116NonePWD 23-24 SR Vol-2, Pg No. 125 SI. No.13.47Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter (PWD 23-24 SR Vol-2, Pg No. 125/ SI. No.13.47)m206.85206.854.0FalseNoneNoneFalseNoneFalse827.40
3402821120116NonePWD 23-24 SR Vol-2, Pg No. 84 SI. No.11.26.1Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (PWD 23-24 SR Vol-2, Pg No. 84/ SI. No.11.26.1)Kg144.9144.9135.0FalseNoneNoneFalseNoneFalse19561.50
3402822120116Noneitem1Providing and fixing Green board for class room (Quotation rate)No8500.08500.02.0FalseNoneNoneFalseNoneFalse17000.00
3402823120116NonePWD 23-24 SR Vol-2, Pg No. 82 SI. No.11.16.1Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD 23-24 SR Vol-2, Pg No. 82/ SI. No.11.16.1)Kgs142.8142.832.5FalseNoneNoneFalseNoneFalse4641.00
3402824120116NonePWD 23-24 SR Vol-2, Pg No. 26 SI. No.7.38Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (PWD 23-24 SR Vol-2, Pg No. 26/ SI. No.7.38)Sqm596.4596.421.0FalseNoneNoneFalseNoneFalse12524.40
3402825120116NonePWD 23-24 SR Vol-2, Pg No. 77 SI. No.11.30Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD 23-24 SR Vol-2, Pg No. 77/ SI. No.11.30)Sqm8689.88689.86.3FalseNoneNoneFalseNoneFalse54745.740
3402826120116NoneItem2KKRDB BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17195755980000NoneNoneBuildings2 Class Rooms at Govt HPS Malachapur - Electrical56193.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3402827120117NonePWD Ele. SR 2023-24, It No. 1.3.2Supplying heavy gauge PVC conduit pipe.mm dia. mm thick with suitable size bends, metal/PVC junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick (PWD Ele. SR 2023-24, It No. 1.3.2)Mtr80.080.090.0FalseNoneNoneFalseNoneFalse7200.00
3402828120117NonePWD Ele. SR 2023-24, It No. 2.3.3Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.2.5sqmm. (PWD Ele. SR 2023-24, It No. 2.3.3)Mtr40.040.0130.0FalseNoneNoneFalseNoneFalse5200.00
3402829120117NonePWD Ele. SR 2023-24, It No. 2.3.4Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.4.0sqmm. (PWD Ele. SR 2023-24, It No. 2.3.4)Mtr87.087.070.0FalseNoneNoneFalseNoneFalse6090.00
3402830120117NonePWD Ele. SR 2023-24, It No. 3.4.2Supplying 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 (PWD Ele. SR 2023-24, It No. 3.4.2)Each138.0138.02.0FalseNoneNoneFalseNoneFalse276.00
3402831120117NonePWD Ele. SR 2023-24, It No. 3.6.2Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.2) 4 Module Each Each175.0175.02.0FalseNoneNoneFalseNoneFalse350.00
3402832120117NonePWD Ele. SR 2023-24, It No. 3.6.1Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.1) 6Amps one way Switch Each Each88.088.024.0FalseNoneNoneFalseNoneFalse2112.00
3402833120117NonePWD Ele. SR 2023-24, It No. 3.6.3Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.3) 6Amps 3way socket Each Each162.0162.04.0FalseNoneNoneFalseNoneFalse648.00
3402834120117NonePWD Ele. SR 2023-24, It No. 3.6.4Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.4) Stepped Fan Regulator. Each Each313.0313.04.0FalseNoneNoneFalseNoneFalse1252.00
3402835120117NonePWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.11) 6/16Amps universal socket Each Each249.0249.02.0FalseNoneNoneFalseNoneFalse498.00
3402836120117NonePWD Ele. SR 2023-24, It No. 5.17.1Supplying 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 asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1) 6-32Amps SP EachEach523.0523.01.0FalseNoneNoneFalseNoneFalse523.00
3402837120117NonePWD Ele. SR 2023-24, It No. 5.18.7Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7) 6 Way SP & NEach1552.01552.01.0FalseNoneNoneFalseNoneFalse1552.00
3402838120117NonePWD Ele. SR 2023-24, It No. 5.42.2Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2) 16SWGcm0.380.3815000.0FalseNoneNoneFalseNoneFalse5700.00
3402839120117NonePWD Ele. SR 2023-24, It No. 6.1Earthing : Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia (PWD Ele. SR 2023-24, It No. 6.1) EarthingEach2999.72999.71.0FalseNoneNoneFalseNoneFalse2999.70
3402840120117NonePWD Ele. SR 2023-24, It No. 29.02Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits,depositing on bank upto a lead of 50 In soil (ordinary) (PWD Ele. SR 2023-24, It No. 29.02) In Ordinary SoilMtr260.0260.05.0FalseNoneNoneFalseNoneFalse1300.00
3402841120117NonePWD Ele. SR 2023-24, It No. 6.4.4Supplying of 1.1 Kv LT UG cable XLPE or heat resistance PVC Insulated PVC Extruded inner sheath armoured UG LT csble as per IS-1554( part-1) (PWD Ele. SR 2023-24, It No. 6.4.4) 4 core 16Sqmm Mtr Mtr150.0150.010.0FalseNoneNoneFalseNoneFalse1500.00
3402842120117NonePWD Ele. SR 2023-24, It No. 6.5.1Labour Charges for laying 1.1 Kv class UG cable when supplied agency in existing trench GI pipe / Stoneware pipe/on wall/ on pole as required (PWD Ele. SR 2023-24, It No. 6.5.1) Existing Trench / duct Mtr Mtr11.8811.885.0FalseNoneNoneFalseNoneFalse59.40
3402843120117NonePWD Ele. SR 2023-24, It No. 7.3.1Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1) No2949.02949.04.0FalseNoneNoneFalseNoneFalse11796.00
3402844120117NonePWD Ele. SR 2023-24, It No. 14.9Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. (PWD Ele. SR 2023-24, It No. 14.9) No281.0281.04.0FalseNoneNoneFalseNoneFalse1124.00
3402845120117NonePWD Ele. SR 2023-24, It No. 11.3.2Supplying of feet - PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. LED light fighting 1 x4'- 20/22 w (PWD Ele. SR 2023-24, It No. 11.3.2)No740.0740.07.0FalseNoneNoneFalseNoneFalse5180.00
3402846120117NonePWD Ele. SR 2023-24, It No. 12.3.2Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2) On wall/ ceiling / Rafter / Girders Nos No119.0119.07.0FalseNoneNoneFalseNoneFalse833.00
17195755980000NoneNoneBuildings1 Class Room at Govt HPS RMSA Kongali - Civil1102788.01
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3402847120118NonePWD SR Volume-1, Pg No. 8 SI. No.1.12Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (PWD SR Volume-1, Pg No. 8/ SI. No.1.12)Cum99.7599.759.14FalseNoneNoneFalseNoneFalse911.7150
3402848120118NonePWD SR Volume-1, Pg No. 8 SI. No.1.14.1Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 mCum107.1107.132.74FalseNoneNoneFalseNoneFalse3506.4540
3402849120118NonePWD SR Volume-1, Pg No. 15 SI. No.2.1.3Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.1.3)Cum6288.456288.453.39FalseNoneNoneFalseNoneFalse21317.84550
3402850120118NonePWD SR Volume-2, Pg No. 9 SI. No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Volume-2, Pg No. 9/ SI. No.5.3)Cum6515.256515.255.17FalseNoneNoneFalseNoneFalse33683.84250
3402851120118NonePWD SR Volume-2, Pg No. 9 SI. No.5.6Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. (PWD SR Volume-2, Pg No. 9/ SI. No.5.6)Cum6770.46770.47.5FalseNoneNoneFalseNoneFalse50778.00
3402852120118NonePWD SR Volume-1, Pg No. 15 SI. No.2.2.1Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.2.1)Cum6601.356601.357.38FalseNoneNoneFalseNoneFalse48717.9630
3402853120118None2.2.1Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum528.11528.117.38FalseNoneNoneFalseNoneFalse3897.45180
3402854120118NonePWD SR Volume-1, Pg No. 16 SI. No.2.4.2Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.4.2)Cum6639.156639.153.84FalseNoneNoneFalseNoneFalse25494.3360
3402855120118None2.4.2Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8)Cum4647.414647.411.56FalseNoneNoneFalseNoneFalse7249.95960
3402856120118None2.4.2Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum3319.583319.582.28FalseNoneNoneFalseNoneFalse7568.64240
3402857120118NonePWD SR Volume-1, Pg No. 7 SI. No.1.9Filling 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. (PWD SR Volume-1, Pg No. 7/ SI. No.1.9)Cum279.3279.339.27FalseNoneNoneFalseNoneFalse10968.1110
3402858120118NonePWD SR Volume-1, Pg No. 16 SI. No.2.5.1Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.5.1)Cum6961.56961.515.74FalseNoneNoneFalseNoneFalse109574.010
3402859120118None2.5.1Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7)Cum4873.054873.052.86FalseNoneNoneFalseNoneFalse13936.9230
3402860120118None2.5.1Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12)Cum4176.94176.93.95FalseNoneNoneFalseNoneFalse16498.7550
3402861120118None2.5.1Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13)Cum3480.753480.758.84FalseNoneNoneFalseNoneFalse30769.830
3402862120118None2.5.1Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17)Cum3132.683132.680.1FalseNoneNoneFalseNoneFalse313.2680
3402863120118NonePWD 23-24 SR Vol-1, Pg No. 16 SI. No.2.4.1Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (PWD 23-24 SR Vol-1, Pg No. 16/ SI. No.2.4.1)Cum6724.26724.24.74FalseNoneNoneFalseNoneFalse31872.7080
3402864120118NonePWD 23-24 SR Vol-1, Pg No. 18 SI. No.2.11aSupplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (PWD 23-24 SR Vol-1, Pg No. 18/ SI. No.2.11a)Tonne93929.8593929.852.23FalseNoneNoneFalseNoneFalse209463.56550
3402865120118NonePWD 23-24 SR Vol-2, Pg No. 14 SI. No.6.8Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD 23-24 SR Vol-2, Pg No. 14/ SI. No.6.8)Cum8367.458367.4517.05FalseNoneNoneFalseNoneFalse142665.02250
3402866120118NonePWD 23-24 SR Vol-2, Pg No. 99 SI. No.12.12Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 99/ SI. No.12.12)Cum130412.1130412.10.06FalseNoneNoneFalseNoneFalse7824.7260
3402867120118NonePWD 23-24 SR Vol-2, Pg No. 104 SI. No.12.51Fixing 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. (PWD 23-24 SR Vol-2, Pg No. 104/ SI. No.12.51)No1066.81066.81.0FalseNoneNoneFalseNoneFalse1066.80
3402868120118NonePWD 23-24 SR Vol-2, Pg No. 100 SI. No.12.16Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (PWD 23-24 SR Vol-2, Pg No. 100/ SI. No.12.16)Sqm7241.857241.852.52FalseNoneNoneFalseNoneFalse18249.4620
3402869120118NonePWD 23-24 SR Vol-2, Pg No. 86 SI. No.11.31Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 86/ SI. No.11.31)Kgs120.75120.75116.64FalseNoneNoneFalseNoneFalse14084.280
3402870120118NonePWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (PWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84)Sqm5274.155274.154.32FalseNoneNoneFalseNoneFalse22784.3280
3402871120118NonePWD 23-24 SR Vol-2 Pg No. A-24 SI. No.394Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(PWD 23-24 SR Vol-2, Material Component Pg No. A-24/ SI. No.394)Sqm294.0294.06.48FalseNoneNoneFalseNoneFalse1905.120
3402872120118NonePWD 23-24 SR Vol-2, Pg No. 85 SI. No.11.30.1Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(PWD 23-24 SR Vol-2, Pg No. 85/ SI. No.11.30.1)Sqm957.6957.62.16FalseNoneNoneFalseNoneFalse2068.4160
3402873120118NonePWD 23-24 SR Vol-2, Pg No. 64 SI. No.9.34Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 64/ SI. No.9.34)Sqm1622.251622.2561.35FalseNoneNoneFalseNoneFalse99525.03750
3402874120118NonePWD 23-24 SR Vol-2, Pg No. 41 SI. No.8.1.2Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 41/ SI. No.8.1.2)Sqm253.05253.0591.74FalseNoneNoneFalseNoneFalse23214.8070
3402875120118NonePWD 23-24 SR Vol-2, Pg No. 50 SI. No.8.51Providing 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. (PWD 23-24 SR Vol-2, Pg No. 50/ SI. No.8.51)Sqm105.0105.0140.26FalseNoneNoneFalseNoneFalse14727.30
3402876120118NonePWD 23-24 SR Vol-2, Pg No. 44 SI. No.8.16aProviding lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 44/ SI. No.8.16a)Sqm1299.91299.93.78FalseNoneNoneFalseNoneFalse4913.6220
3402877120118NonePWD 23-24 SR Vol-2, Pg No. 42 SI. No.8.2.2Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (PWD 23-24 SR Vol-2, Pg No. 42/ SI. No.8.2.2)Sqm292.95292.95136.65FalseNoneNoneFalseNoneFalse40031.61750
3402878120118NonePWD 23-24 SR Vol-2, Pg No. 47 SI. No.8.33.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 47/ SI. No.8.33.3)Sqm145.95145.956.48FalseNoneNoneFalseNoneFalse945.7560
3402879120118NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.2Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.33.2)Sqm144.9144.98.06FalseNoneNoneFalseNoneFalse1167.8940
3402880120118NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.30Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.30)Sqm182.7182.7136.65FalseNoneNoneFalseNoneFalse24965.9550
3402881120118NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.1Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.33.1)Sqm165.9165.9139.23FalseNoneNoneFalseNoneFalse23098.2570
3402882120118NonePWD 23-24 SR Vol-2, Pg No. 125 SI. No.13.47Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter (PWD 23-24 SR Vol-2, Pg No. 125/ SI. No.13.47)m206.85206.852.0FalseNoneNoneFalseNoneFalse413.70
3402883120118NonePWD 23-24 SR Vol-2, Pg No. 84 SI. No.11.26.1Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (PWD 23-24 SR Vol-2, Pg No. 84/ SI. No.11.26.1)Kg144.9144.9125.0FalseNoneNoneFalseNoneFalse18112.50
3402884120118Noneitem1Providing and fixing Green board for class room (Quotation rate)No8500.08500.01.0FalseNoneNoneFalseNoneFalse8500.00
3402885120118NoneItem2KKRDB BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17195755980000NoneNoneBuildings1 Class Room at Govt HPS RMSA Kongali - Electrical37339.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3402886120119NonePWD Ele. SR 2023-24, It No. 1.3.2Supplying heavy gauge PVC conduit pipe.mm dia. mm thick with suitable size bends, metal/PVC junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick (PWD Ele. SR 2023-24, It No. 1.3.2)Mtr80.080.050.0FalseNoneNoneFalseNoneFalse4000.00
3402887120119NonePWD Ele. SR 2023-24, It No. 2.3.3Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.2.5sqmm. (PWD Ele. SR 2023-24, It No. 2.3.3)Mtr40.040.0100.0FalseNoneNoneFalseNoneFalse4000.00
3402888120119NonePWD Ele. SR 2023-24, It No. 2.3.4Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.4.0sqmm. (PWD Ele. SR 2023-24, It No. 2.3.4)Mtr87.087.050.0FalseNoneNoneFalseNoneFalse4350.00
3402889120119NonePWD Ele. SR 2023-24, It No. 3.4.2Supplying 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 (PWD Ele. SR 2023-24, It No. 3.4.2)Each138.0138.01.0FalseNoneNoneFalseNoneFalse138.00
3402890120119NonePWD Ele. SR 2023-24, It No. 3.6.2Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.2) 4 Module Each Each175.0175.01.0FalseNoneNoneFalseNoneFalse175.00
3402891120119NonePWD Ele. SR 2023-24, It No. 3.6.1Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.1) 6Amps one way Switch Each Each88.088.012.0FalseNoneNoneFalseNoneFalse1056.00
3402892120119NonePWD Ele. SR 2023-24, It No. 3.6.3Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.3) 6Amps 3way socket Each Each162.0162.02.0FalseNoneNoneFalseNoneFalse324.00
3402893120119NonePWD Ele. SR 2023-24, It No. 3.6.4Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.4) Stepped Fan Regulator. Each Each313.0313.02.0FalseNoneNoneFalseNoneFalse626.00
3402894120119NonePWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.11) 6/16Amps universal socket Each Each249.0249.01.0FalseNoneNoneFalseNoneFalse249.00
3402895120119NonePWD Ele. SR 2023-24, It No. 5.17.1Supplying 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 asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1) 6-32Amps SP EachEach523.0523.01.0FalseNoneNoneFalseNoneFalse523.00
3402896120119NonePWD Ele. SR 2023-24, It No. 5.18.7Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7) 6 Way SP & NEach1552.01552.01.0FalseNoneNoneFalseNoneFalse1552.00
3402897120119NonePWD Ele. SR 2023-24, It No. 5.42.2Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2) 16SWGcm0.380.388500.0FalseNoneNoneFalseNoneFalse3230.00
3402898120119NonePWD Ele. SR 2023-24, It No. 6.1Earthing : Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia (PWD Ele. SR 2023-24, It No. 6.1) EarthingEach2999.72999.71.0FalseNoneNoneFalseNoneFalse2999.70
3402899120119NonePWD Ele. SR 2023-24, It No. 29.02Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits,depositing on bank upto a lead of 50 In soil (ordinary) (PWD Ele. SR 2023-24, It No. 29.02) In Ordinary SoilMtr260.0260.05.0FalseNoneNoneFalseNoneFalse1300.00
3402900120119NonePWD Ele. SR 2023-24, It No. 6.4.4Supplying of 1.1 Kv LT UG cable XLPE or heat resistance PVC Insulated PVC Extruded inner sheath armoured UG LT csble as per IS-1554( part-1) (PWD Ele. SR 2023-24, It No. 6.4.4) 4 core 16Sqmm Mtr Mtr150.0150.010.0FalseNoneNoneFalseNoneFalse1500.00
3402901120119NonePWD Ele. SR 2023-24, It No. 6.5.1Labour Charges for laying 1.1 Kv class UG cable when supplied agency in existing trench GI pipe / Stoneware pipe/on wall/ on pole as required (PWD Ele. SR 2023-24, It No. 6.5.1) Existing Trench / duct Mtr Mtr11.8811.885.0FalseNoneNoneFalseNoneFalse59.40
3402902120119NonePWD Ele. SR 2023-24, It No. 7.3.1Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1) No2949.02949.02.0FalseNoneNoneFalseNoneFalse5898.00
3402903120119NonePWD Ele. SR 2023-24, It No. 14.9Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. (PWD Ele. SR 2023-24, It No. 14.9) No281.0281.02.0FalseNoneNoneFalseNoneFalse562.00
3402904120119NonePWD Ele. SR 2023-24, It No. 11.3.2Supplying of feet - PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. LED light fighting 1 x4'- 20/22 w (PWD Ele. SR 2023-24, It No. 11.3.2)No740.0740.06.0FalseNoneNoneFalseNoneFalse4440.00
3402905120119NonePWD Ele. SR 2023-24, It No. 12.3.2Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2) On wall/ ceiling / Rafter / Girders Nos No119.0119.03.0FalseNoneNoneFalseNoneFalse357.00
17195755980000NoneNoneBuildings1 Class Room at Govt HS RMSA Kongali - Civil1991252.18
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3402906120120NonePWD SR Volume-1, Pg No. 8 SI. No.1.12Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (PWD SR Volume-1, Pg No. 8/ SI. No.1.12)Cum99.7599.7518.75FalseNoneNoneFalseNoneFalse1870.31250
3402907120120NonePWD SR Volume-1, Pg No. 8 SI. No.1.14.1Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 mCum107.1107.146.04FalseNoneNoneFalseNoneFalse4930.8840
3402908120120NonePWD SR Volume-1, Pg No. 15 SI. No.2.1.3Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.1.3)Cum6288.456288.455.63FalseNoneNoneFalseNoneFalse35403.97350
3402909120120NonePWD SR Volume-2, Pg No. 9 SI. No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Volume-2, Pg No. 9/ SI. No.5.3)Cum6515.256515.258.85FalseNoneNoneFalseNoneFalse57659.96250
3402910120120NonePWD SR Volume-2, Pg No. 9 SI. No.5.6Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. (PWD SR Volume-2, Pg No. 9/ SI. No.5.6)Cum6770.46770.412.8FalseNoneNoneFalseNoneFalse86661.120
3402911120120NonePWD SR Volume-1, Pg No. 15 SI. No.2.2.1Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.2.1)Cum6601.356601.359.83FalseNoneNoneFalseNoneFalse64891.27050
3402912120120None2.2.1Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum528.11528.119.83FalseNoneNoneFalseNoneFalse5191.32130
3402913120120NonePWD SR Volume-1, Pg No. 16 SI. No.2.4.2Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.4.2)Cum6639.156639.155.95FalseNoneNoneFalseNoneFalse39502.94250
3402914120120None2.4.2Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8)Cum4647.414647.412.08FalseNoneNoneFalseNoneFalse9666.61280
3402915120120None2.4.2Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum3319.583319.583.87FalseNoneNoneFalseNoneFalse12846.77460
3402916120120NonePWD SR Volume-1, Pg No. 7 SI. No.1.9Filling 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. (PWD SR Volume-1, Pg No. 7/ SI. No.1.9)Cum279.3279.375.12FalseNoneNoneFalseNoneFalse20981.0160
3402917120120NonePWD SR Volume-1, Pg No. 16 SI. No.2.5.1Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.5.1)Cum6961.56961.528.45FalseNoneNoneFalseNoneFalse198054.6750
3402918120120None2.5.1Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7)Cum4873.054873.054.8FalseNoneNoneFalseNoneFalse23390.640
3402919120120None2.5.1Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12)Cum4176.94176.96.49FalseNoneNoneFalseNoneFalse27108.0810
3402920120120None2.5.1Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13)Cum3480.753480.7517.04FalseNoneNoneFalseNoneFalse59311.980
3402921120120None2.5.1Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17)Cum3132.683132.680.12FalseNoneNoneFalseNoneFalse375.92160
3402922120120NonePWD 23-24 SR Vol-1, Pg No. 16 SI. No.2.4.1Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (PWD 23-24 SR Vol-1, Pg No. 16/ SI. No.2.4.1)Cum6724.26724.28.28FalseNoneNoneFalseNoneFalse55676.3760
3402923120120NonePWD 23-24 SR Vol-1, Pg No. 18 SI. No.2.11aSupplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (PWD 23-24 SR Vol-1, Pg No. 18/ SI. No.2.11a)Tonne93929.8593929.853.78FalseNoneNoneFalseNoneFalse355054.8330
3402924120120NonePWD 23-24 SR Vol-2, Pg No. 14 SI. No.6.8Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD 23-24 SR Vol-2, Pg No. 14/ SI. No.6.8)Cum8367.458367.4535.42FalseNoneNoneFalseNoneFalse296375.0790
3402925120120NonePWD 23-24 SR Vol-2, Pg No. 99 SI. No.12.12Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 99/ SI. No.12.12)Cum130412.1130412.10.13FalseNoneNoneFalseNoneFalse16953.5730
3402926120120NonePWD 23-24 SR Vol-2, Pg No. 104 SI. No.12.51Fixing 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. (PWD 23-24 SR Vol-2, Pg No. 104/ SI. No.12.51)No1066.81066.82.0FalseNoneNoneFalseNoneFalse2133.60
3402927120120NonePWD 23-24 SR Vol-2, Pg No. 100 SI. No.12.16Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (PWD 23-24 SR Vol-2, Pg No. 100/ SI. No.12.16)Sqm7241.857241.855.04FalseNoneNoneFalseNoneFalse36498.9240
3402928120120NonePWD 23-24 SR Vol-2, Pg No. 86 SI. No.11.31Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 86/ SI. No.11.31)Kgs120.75120.75136.08FalseNoneNoneFalseNoneFalse16431.660
3402929120120NonePWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (PWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84)Sqm5274.155274.155.4FalseNoneNoneFalseNoneFalse28480.410
3402930120120NonePWD 23-24 SR Vol-2 Pg No. A-24 SI. No.394Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(PWD 23-24 SR Vol-2, Material Component Pg No. A-24/ SI. No.394)Sqm294.0294.07.56FalseNoneNoneFalseNoneFalse2222.640
3402931120120NonePWD 23-24 SR Vol-2, Pg No. 85 SI. No.11.30.1Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(PWD 23-24 SR Vol-2, Pg No. 85/ SI. No.11.30.1)Sqm957.6957.62.16FalseNoneNoneFalseNoneFalse2068.4160
3402932120120NonePWD 23-24 SR Vol-2, Pg No. 64 SI. No.9.34Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 64/ SI. No.9.34)Sqm1622.251622.25109.71FalseNoneNoneFalseNoneFalse177977.04750
3402933120120NonePWD 23-24 SR Vol-2, Pg No. 41 SI. No.8.1.2Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 41/ SI. No.8.1.2)Sqm253.05253.05198.06FalseNoneNoneFalseNoneFalse50119.0830
3402934120120NonePWD 23-24 SR Vol-2, Pg No. 50 SI. No.8.51Providing 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. (PWD 23-24 SR Vol-2, Pg No. 50/ SI. No.8.51)Sqm105.0105.0271.53FalseNoneNoneFalseNoneFalse28510.650
3402935120120NonePWD 23-24 SR Vol-2, Pg No. 44 SI. No.8.16aProviding lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 44/ SI. No.8.16a)Sqm1299.91299.911.28FalseNoneNoneFalseNoneFalse14662.8720
3402936120120NonePWD 23-24 SR Vol-2, Pg No. 42 SI. No.8.2.2Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (PWD 23-24 SR Vol-2, Pg No. 42/ SI. No.8.2.2)Sqm292.95292.95218.95FalseNoneNoneFalseNoneFalse64141.40250
3402937120120NonePWD 23-24 SR Vol-2, Pg No. 47 SI. No.8.33.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 47/ SI. No.8.33.3)Sqm145.95145.957.56FalseNoneNoneFalseNoneFalse1103.3820
3402938120120NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.2Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.33.2)Sqm144.9144.916.13FalseNoneNoneFalseNoneFalse2337.2370
3402939120120NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.30Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.30)Sqm182.7182.7218.95FalseNoneNoneFalseNoneFalse40002.1650
3402940120120NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.1Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.33.1)Sqm165.9165.9271.53FalseNoneNoneFalseNoneFalse45046.8270
3402941120120NonePWD 23-24 SR Vol-2, Pg No. 125 SI. No.13.47Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter (PWD 23-24 SR Vol-2, Pg No. 125/ SI. No.13.47)m206.85206.852.0FalseNoneNoneFalseNoneFalse413.70
3402942120120NonePWD 23-24 SR Vol-2, Pg No. 84 SI. No.11.26.1Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (PWD 23-24 SR Vol-2, Pg No. 84/ SI. No.11.26.1)Kg144.9144.9135.0FalseNoneNoneFalseNoneFalse19561.50
3402943120120Noneitem1Providing and fixing Green board for class room (Quotation rate)No8500.08500.01.0FalseNoneNoneFalseNoneFalse8500.00
3402944120120NonePWD 23-24 SR Vol-2, Pg No. 82 SI. No.11.16.1Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD 23-24 SR Vol-2, Pg No. 82/ SI. No.11.16.1)Kgs142.8142.833.75FalseNoneNoneFalseNoneFalse4819.50
3402945120120NonePWD 23-24 SR Vol-2, Pg No. 26 SI. No.7.38Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (PWD 23-24 SR Vol-2, Pg No. 26/ SI. No.7.38)Sqm596.4596.422.75FalseNoneNoneFalseNoneFalse13568.10
3402946120120NonePWD 23-24 SR Vol-2, Pg No. 77 SI. No.11.30Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD 23-24 SR Vol-2, Pg No. 77/ SI. No.11.30)Sqm8689.88689.86.3FalseNoneNoneFalseNoneFalse54745.740
3402947120120NoneItem2KKRDB BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17195755980000NoneNoneBuildings1 Class Room at Govt HS RMSA Kongali - Electrical38317.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3402948120121NonePWD Ele. SR 2023-24, It No. 1.3.2Supplying heavy gauge PVC conduit pipe.mm dia. mm thick with suitable size bends, metal/PVC junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick (PWD Ele. SR 2023-24, It No. 1.3.2)Mtr80.080.050.0FalseNoneNoneFalseNoneFalse4000.00
3402949120121NonePWD Ele. SR 2023-24, It No. 2.3.3Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.2.5sqmm. (PWD Ele. SR 2023-24, It No. 2.3.3)Mtr40.040.0100.0FalseNoneNoneFalseNoneFalse4000.00
3402950120121NonePWD Ele. SR 2023-24, It No. 2.3.4Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.4.0sqmm. (PWD Ele. SR 2023-24, It No. 2.3.4)Mtr87.087.050.0FalseNoneNoneFalseNoneFalse4350.00
3402951120121NonePWD Ele. SR 2023-24, It No. 3.4.2Supplying 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 (PWD Ele. SR 2023-24, It No. 3.4.2)Each138.0138.01.0FalseNoneNoneFalseNoneFalse138.00
3402952120121NonePWD Ele. SR 2023-24, It No. 3.6.2Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.2) 4 Module Each Each175.0175.01.0FalseNoneNoneFalseNoneFalse175.00
3402953120121NonePWD Ele. SR 2023-24, It No. 3.6.1Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.1) 6Amps one way Switch Each Each88.088.012.0FalseNoneNoneFalseNoneFalse1056.00
3402954120121NonePWD Ele. SR 2023-24, It No. 3.6.3Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.3) 6Amps 3way socket Each Each162.0162.02.0FalseNoneNoneFalseNoneFalse324.00
3402955120121NonePWD Ele. SR 2023-24, It No. 3.6.4Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.4) Stepped Fan Regulator. Each Each313.0313.02.0FalseNoneNoneFalseNoneFalse626.00
3402956120121NonePWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.11) 6/16Amps universal socket Each Each249.0249.01.0FalseNoneNoneFalseNoneFalse249.00
3402957120121NonePWD Ele. SR 2023-24, It No. 5.17.1Supplying 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 asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1) 6-32Amps SP EachEach523.0523.01.0FalseNoneNoneFalseNoneFalse523.00
3402958120121NonePWD Ele. SR 2023-24, It No. 5.18.7Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7) 6 Way SP & NEach1552.01552.01.0FalseNoneNoneFalseNoneFalse1552.00
3402959120121NonePWD Ele. SR 2023-24, It No. 5.42.2Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2) 16SWGcm0.380.388500.0FalseNoneNoneFalseNoneFalse3230.00
3402960120121NonePWD Ele. SR 2023-24, It No. 6.1Earthing : Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia (PWD Ele. SR 2023-24, It No. 6.1) EarthingEach2999.72999.71.0FalseNoneNoneFalseNoneFalse2999.70
3402961120121NonePWD Ele. SR 2023-24, It No. 29.02Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits,depositing on bank upto a lead of 50 In soil (ordinary) (PWD Ele. SR 2023-24, It No. 29.02) In Ordinary SoilMtr260.0260.05.0FalseNoneNoneFalseNoneFalse1300.00
3402962120121NonePWD Ele. SR 2023-24, It No. 6.4.4Supplying of 1.1 Kv LT UG cable XLPE or heat resistance PVC Insulated PVC Extruded inner sheath armoured UG LT csble as per IS-1554( part-1) (PWD Ele. SR 2023-24, It No. 6.4.4) 4 core 16Sqmm Mtr Mtr150.0150.010.0FalseNoneNoneFalseNoneFalse1500.00
3402963120121NonePWD Ele. SR 2023-24, It No. 6.5.1Labour Charges for laying 1.1 Kv class UG cable when supplied agency in existing trench GI pipe / Stoneware pipe/on wall/ on pole as required (PWD Ele. SR 2023-24, It No. 6.5.1) Existing Trench / duct Mtr Mtr11.8811.885.0FalseNoneNoneFalseNoneFalse59.40
3402964120121NonePWD Ele. SR 2023-24, It No. 7.3.1Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1) No2949.02949.02.0FalseNoneNoneFalseNoneFalse5898.00
3402965120121NonePWD Ele. SR 2023-24, It No. 14.9Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. (PWD Ele. SR 2023-24, It No. 14.9) No281.0281.02.0FalseNoneNoneFalseNoneFalse562.00
3402966120121NonePWD Ele. SR 2023-24, It No. 11.3.2Supplying of feet - PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. LED light fighting 1 x4'- 20/22 w (PWD Ele. SR 2023-24, It No. 11.3.2)No740.0740.07.0FalseNoneNoneFalseNoneFalse5180.00
3402967120121NonePWD Ele. SR 2023-24, It No. 12.3.2Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2) On wall/ ceiling / Rafter / Girders Nos No119.0119.05.0FalseNoneNoneFalseNoneFalse595.00
17195755980000NoneNoneBuildings1 Class Room at Govt HPS Garma Thanda - Civil1102788.01
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3402968120122NonePWD SR Volume-1, Pg No. 8 SI. No.1.12Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (PWD SR Volume-1, Pg No. 8/ SI. No.1.12)Cum99.7599.759.14FalseNoneNoneFalseNoneFalse911.7150
3402969120122NonePWD SR Volume-1, Pg No. 8 SI. No.1.14.1Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 mCum107.1107.132.74FalseNoneNoneFalseNoneFalse3506.4540
3402970120122NonePWD SR Volume-1, Pg No. 15 SI. No.2.1.3Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.1.3)Cum6288.456288.453.39FalseNoneNoneFalseNoneFalse21317.84550
3402971120122NonePWD SR Volume-2, Pg No. 9 SI. No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Volume-2, Pg No. 9/ SI. No.5.3)Cum6515.256515.255.17FalseNoneNoneFalseNoneFalse33683.84250
3402972120122NonePWD SR Volume-2, Pg No. 9 SI. No.5.6Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. (PWD SR Volume-2, Pg No. 9/ SI. No.5.6)Cum6770.46770.47.5FalseNoneNoneFalseNoneFalse50778.00
3402973120122NonePWD SR Volume-1, Pg No. 15 SI. No.2.2.1Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.2.1)Cum6601.356601.357.38FalseNoneNoneFalseNoneFalse48717.9630
3402974120122None2.2.1Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum528.11528.117.38FalseNoneNoneFalseNoneFalse3897.45180
3402975120122NonePWD SR Volume-1, Pg No. 16 SI. No.2.4.2Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.4.2)Cum6639.156639.153.84FalseNoneNoneFalseNoneFalse25494.3360
3402976120122None2.4.2Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8)Cum4647.414647.411.56FalseNoneNoneFalseNoneFalse7249.95960
3402977120122None2.4.2Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum3319.583319.582.28FalseNoneNoneFalseNoneFalse7568.64240
3402978120122NonePWD SR Volume-1, Pg No. 7 SI. No.1.9Filling 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. (PWD SR Volume-1, Pg No. 7/ SI. No.1.9)Cum279.3279.339.27FalseNoneNoneFalseNoneFalse10968.1110
3402979120122NonePWD SR Volume-1, Pg No. 16 SI. No.2.5.1Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.5.1)Cum6961.56961.515.74FalseNoneNoneFalseNoneFalse109574.010
3402980120122None2.5.1Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7)Cum4873.054873.052.86FalseNoneNoneFalseNoneFalse13936.9230
3402981120122None2.5.1Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12)Cum4176.94176.93.95FalseNoneNoneFalseNoneFalse16498.7550
3402982120122None2.5.1Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13)Cum3480.753480.758.84FalseNoneNoneFalseNoneFalse30769.830
3402983120122None2.5.1Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17)Cum3132.683132.680.1FalseNoneNoneFalseNoneFalse313.2680
3402984120122NonePWD 23-24 SR Vol-1, Pg No. 16 SI. No.2.4.1Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (PWD 23-24 SR Vol-1, Pg No. 16/ SI. No.2.4.1)Cum6724.26724.24.74FalseNoneNoneFalseNoneFalse31872.7080
3402985120122NonePWD 23-24 SR Vol-1, Pg No. 18 SI. No.2.11aSupplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (PWD 23-24 SR Vol-1, Pg No. 18/ SI. No.2.11a)Tonne93929.8593929.852.23FalseNoneNoneFalseNoneFalse209463.56550
3402986120122NonePWD 23-24 SR Vol-2, Pg No. 14 SI. No.6.8Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD 23-24 SR Vol-2, Pg No. 14/ SI. No.6.8)Cum8367.458367.4517.05FalseNoneNoneFalseNoneFalse142665.02250
3402987120122NonePWD 23-24 SR Vol-2, Pg No. 99 SI. No.12.12Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 99/ SI. No.12.12)Cum130412.1130412.10.06FalseNoneNoneFalseNoneFalse7824.7260
3402988120122NonePWD 23-24 SR Vol-2, Pg No. 104 SI. No.12.51Fixing 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. (PWD 23-24 SR Vol-2, Pg No. 104/ SI. No.12.51)No1066.81066.81.0FalseNoneNoneFalseNoneFalse1066.80
3402989120122NonePWD 23-24 SR Vol-2, Pg No. 100 SI. No.12.16Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (PWD 23-24 SR Vol-2, Pg No. 100/ SI. No.12.16)Sqm7241.857241.852.52FalseNoneNoneFalseNoneFalse18249.4620
3402990120122NonePWD 23-24 SR Vol-2, Pg No. 86 SI. No.11.31Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 86/ SI. No.11.31)Kgs120.75120.75116.64FalseNoneNoneFalseNoneFalse14084.280
3402991120122NonePWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (PWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84)Sqm5274.155274.154.32FalseNoneNoneFalseNoneFalse22784.3280
3402992120122NonePWD 23-24 SR Vol-2 Pg No. A-24 SI. No.394Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(PWD 23-24 SR Vol-2, Material Component Pg No. A-24/ SI. No.394)Sqm294.0294.06.48FalseNoneNoneFalseNoneFalse1905.120
3402993120122NonePWD 23-24 SR Vol-2, Pg No. 85 SI. No.11.30.1Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(PWD 23-24 SR Vol-2, Pg No. 85/ SI. No.11.30.1)Sqm957.6957.62.16FalseNoneNoneFalseNoneFalse2068.4160
3402994120122NonePWD 23-24 SR Vol-2, Pg No. 64 SI. No.9.34Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 64/ SI. No.9.34)Sqm1622.251622.2561.35FalseNoneNoneFalseNoneFalse99525.03750
3402995120122NonePWD 23-24 SR Vol-2, Pg No. 41 SI. No.8.1.2Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 41/ SI. No.8.1.2)Sqm253.05253.0591.74FalseNoneNoneFalseNoneFalse23214.8070
3402996120122NonePWD 23-24 SR Vol-2, Pg No. 50 SI. No.8.51Providing 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. (PWD 23-24 SR Vol-2, Pg No. 50/ SI. No.8.51)Sqm105.0105.0140.26FalseNoneNoneFalseNoneFalse14727.30
3402997120122NonePWD 23-24 SR Vol-2, Pg No. 44 SI. No.8.16aProviding lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 44/ SI. No.8.16a)Sqm1299.91299.93.78FalseNoneNoneFalseNoneFalse4913.6220
3402998120122NonePWD 23-24 SR Vol-2, Pg No. 42 SI. No.8.2.2Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (PWD 23-24 SR Vol-2, Pg No. 42/ SI. No.8.2.2)Sqm292.95292.95136.65FalseNoneNoneFalseNoneFalse40031.61750
3402999120122NonePWD 23-24 SR Vol-2, Pg No. 47 SI. No.8.33.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 47/ SI. No.8.33.3)Sqm145.95145.956.48FalseNoneNoneFalseNoneFalse945.7560
3403000120122NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.2Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.33.2)Sqm144.9144.98.06FalseNoneNoneFalseNoneFalse1167.8940
3403001120122NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.30Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.30)Sqm182.7182.7136.65FalseNoneNoneFalseNoneFalse24965.9550
3403002120122NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.1Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.33.1)Sqm165.9165.9139.23FalseNoneNoneFalseNoneFalse23098.2570
3403003120122NonePWD 23-24 SR Vol-2, Pg No. 125 SI. No.13.47Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter (PWD 23-24 SR Vol-2, Pg No. 125/ SI. No.13.47)m206.85206.852.0FalseNoneNoneFalseNoneFalse413.70
3403004120122NonePWD 23-24 SR Vol-2, Pg No. 84 SI. No.11.26.1Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (PWD 23-24 SR Vol-2, Pg No. 84/ SI. No.11.26.1)Kg144.9144.9125.0FalseNoneNoneFalseNoneFalse18112.50
3403005120122Noneitem1Providing and fixing Green board for class room (Quotation rate)No8500.08500.01.0FalseNoneNoneFalseNoneFalse8500.00
3403006120122NoneItem2KKRDB BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17195755980000NoneNoneBuildings1 Class Room at Govt HPS Garma Thanda - Electrical37339.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3403007120123NonePWD Ele. SR 2023-24, It No. 1.3.2Supplying heavy gauge PVC conduit pipe.mm dia. mm thick with suitable size bends, metal/PVC junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick (PWD Ele. SR 2023-24, It No. 1.3.2)Mtr80.080.050.0FalseNoneNoneFalseNoneFalse4000.00
3403008120123NonePWD Ele. SR 2023-24, It No. 2.3.3Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.2.5sqmm. (PWD Ele. SR 2023-24, It No. 2.3.3)Mtr40.040.0100.0FalseNoneNoneFalseNoneFalse4000.00
3403009120123NonePWD Ele. SR 2023-24, It No. 2.3.4Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.4.0sqmm. (PWD Ele. SR 2023-24, It No. 2.3.4)Mtr87.087.050.0FalseNoneNoneFalseNoneFalse4350.00
3403010120123NonePWD Ele. SR 2023-24, It No. 3.4.2Supplying 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 (PWD Ele. SR 2023-24, It No. 3.4.2)Each138.0138.01.0FalseNoneNoneFalseNoneFalse138.00
3403011120123NonePWD Ele. SR 2023-24, It No. 3.6.2Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.2) 4 Module Each Each175.0175.01.0FalseNoneNoneFalseNoneFalse175.00
3403012120123NonePWD Ele. SR 2023-24, It No. 3.6.1Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.1) 6Amps one way Switch Each Each88.088.012.0FalseNoneNoneFalseNoneFalse1056.00
3403013120123NonePWD Ele. SR 2023-24, It No. 3.6.3Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.3) 6Amps 3way socket Each Each162.0162.02.0FalseNoneNoneFalseNoneFalse324.00
3403014120123NonePWD Ele. SR 2023-24, It No. 3.6.4Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.4) Stepped Fan Regulator. Each Each313.0313.02.0FalseNoneNoneFalseNoneFalse626.00
3403015120123NonePWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.11) 6/16Amps universal socket Each Each249.0249.01.0FalseNoneNoneFalseNoneFalse249.00
3403016120123NonePWD Ele. SR 2023-24, It No. 5.17.1Supplying 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 asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1) 6-32Amps SP EachEach523.0523.01.0FalseNoneNoneFalseNoneFalse523.00
3403017120123NonePWD Ele. SR 2023-24, It No. 5.18.7Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7) 6 Way SP & NEach1552.01552.01.0FalseNoneNoneFalseNoneFalse1552.00
3403018120123NonePWD Ele. SR 2023-24, It No. 5.42.2Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2) 16SWGcm0.380.388500.0FalseNoneNoneFalseNoneFalse3230.00
3403019120123NonePWD Ele. SR 2023-24, It No. 6.1Earthing : Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia (PWD Ele. SR 2023-24, It No. 6.1) EarthingEach2999.72999.71.0FalseNoneNoneFalseNoneFalse2999.70
3403020120123NonePWD Ele. SR 2023-24, It No. 29.02Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits,depositing on bank upto a lead of 50 In soil (ordinary) (PWD Ele. SR 2023-24, It No. 29.02) In Ordinary SoilMtr260.0260.05.0FalseNoneNoneFalseNoneFalse1300.00
3403021120123NonePWD Ele. SR 2023-24, It No. 6.4.4Supplying of 1.1 Kv LT UG cable XLPE or heat resistance PVC Insulated PVC Extruded inner sheath armoured UG LT csble as per IS-1554( part-1) (PWD Ele. SR 2023-24, It No. 6.4.4) 4 core 16Sqmm Mtr Mtr150.0150.010.0FalseNoneNoneFalseNoneFalse1500.00
3403022120123NonePWD Ele. SR 2023-24, It No. 6.5.1Labour Charges for laying 1.1 Kv class UG cable when supplied agency in existing trench GI pipe / Stoneware pipe/on wall/ on pole as required (PWD Ele. SR 2023-24, It No. 6.5.1) Existing Trench / duct Mtr Mtr11.8811.885.0FalseNoneNoneFalseNoneFalse59.40
3403023120123NonePWD Ele. SR 2023-24, It No. 7.3.1Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1) No2949.02949.02.0FalseNoneNoneFalseNoneFalse5898.00
3403024120123NonePWD Ele. SR 2023-24, It No. 14.9Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. (PWD Ele. SR 2023-24, It No. 14.9) No281.0281.02.0FalseNoneNoneFalseNoneFalse562.00
3403025120123NonePWD Ele. SR 2023-24, It No. 11.3.2Supplying of feet - PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. LED light fighting 1 x4'- 20/22 w (PWD Ele. SR 2023-24, It No. 11.3.2)No740.0740.06.0FalseNoneNoneFalseNoneFalse4440.00
3403026120123NonePWD Ele. SR 2023-24, It No. 12.3.2Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2) On wall/ ceiling / Rafter / Girders Nos No119.0119.03.0FalseNoneNoneFalseNoneFalse357.00
17195755980000NoneNoneBuildings1 Class Room at Govt HPS Rachappa Goudgaon - Civil1102788.01
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3403027120124NonePWD SR Volume-1, Pg No. 8 SI. No.1.12Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (PWD SR Volume-1, Pg No. 8/ SI. No.1.12)Cum99.7599.759.14FalseNoneNoneFalseNoneFalse911.7150
3403028120124NonePWD SR Volume-1, Pg No. 8 SI. No.1.14.1Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 mCum107.1107.132.74FalseNoneNoneFalseNoneFalse3506.4540
3403029120124NonePWD SR Volume-1, Pg No. 15 SI. No.2.1.3Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.1.3)Cum6288.456288.453.39FalseNoneNoneFalseNoneFalse21317.84550
3403030120124NonePWD SR Volume-2, Pg No. 9 SI. No.5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Volume-2, Pg No. 9/ SI. No.5.3)Cum6515.256515.255.17FalseNoneNoneFalseNoneFalse33683.84250
3403031120124NonePWD SR Volume-2, Pg No. 9 SI. No.5.6Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. (PWD SR Volume-2, Pg No. 9/ SI. No.5.6)Cum6770.46770.47.5FalseNoneNoneFalseNoneFalse50778.00
3403032120124NonePWD SR Volume-1, Pg No. 15 SI. No.2.2.1Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.2.1)Cum6601.356601.357.38FalseNoneNoneFalseNoneFalse48717.9630
3403033120124None2.2.1Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum528.11528.117.38FalseNoneNoneFalseNoneFalse3897.45180
3403034120124NonePWD SR Volume-1, Pg No. 16 SI. No.2.4.2Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.4.2)Cum6639.156639.153.84FalseNoneNoneFalseNoneFalse25494.3360
3403035120124None2.4.2Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8)Cum4647.414647.411.56FalseNoneNoneFalseNoneFalse7249.95960
3403036120124None2.4.2Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum3319.583319.582.28FalseNoneNoneFalseNoneFalse7568.64240
3403037120124NonePWD SR Volume-1, Pg No. 7 SI. No.1.9Filling 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. (PWD SR Volume-1, Pg No. 7/ SI. No.1.9)Cum279.3279.339.27FalseNoneNoneFalseNoneFalse10968.1110
3403038120124NonePWD SR Volume-1, Pg No. 16 SI. No.2.5.1Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.5.1)Cum6961.56961.515.74FalseNoneNoneFalseNoneFalse109574.010
3403039120124None2.5.1Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7)Cum4873.054873.052.86FalseNoneNoneFalseNoneFalse13936.9230
3403040120124None2.5.1Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12)Cum4176.94176.93.95FalseNoneNoneFalseNoneFalse16498.7550
3403041120124None2.5.1Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13)Cum3480.753480.758.84FalseNoneNoneFalseNoneFalse30769.830
3403042120124None2.5.1Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17)Cum3132.683132.680.1FalseNoneNoneFalseNoneFalse313.2680
3403043120124NonePWD 23-24 SR Vol-1, Pg No. 16 SI. No.2.4.1Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (PWD 23-24 SR Vol-1, Pg No. 16/ SI. No.2.4.1)Cum6724.26724.24.74FalseNoneNoneFalseNoneFalse31872.7080
3403044120124NonePWD 23-24 SR Vol-1, Pg No. 18 SI. No.2.11aSupplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (PWD 23-24 SR Vol-1, Pg No. 18/ SI. No.2.11a)Tonne93929.8593929.852.23FalseNoneNoneFalseNoneFalse209463.56550
3403045120124NonePWD 23-24 SR Vol-2, Pg No. 14 SI. No.6.8Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD 23-24 SR Vol-2, Pg No. 14/ SI. No.6.8)Cum8367.458367.4517.05FalseNoneNoneFalseNoneFalse142665.02250
3403046120124NonePWD 23-24 SR Vol-2, Pg No. 99 SI. No.12.12Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 99/ SI. No.12.12)Cum130412.1130412.10.06FalseNoneNoneFalseNoneFalse7824.7260
3403047120124NonePWD 23-24 SR Vol-2, Pg No. 104 SI. No.12.51Fixing 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. (PWD 23-24 SR Vol-2, Pg No. 104/ SI. No.12.51)No1066.81066.81.0FalseNoneNoneFalseNoneFalse1066.80
3403048120124NonePWD 23-24 SR Vol-2, Pg No. 100 SI. No.12.16Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (PWD 23-24 SR Vol-2, Pg No. 100/ SI. No.12.16)Sqm7241.857241.852.52FalseNoneNoneFalseNoneFalse18249.4620
3403049120124NonePWD 23-24 SR Vol-2, Pg No. 86 SI. No.11.31Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 86/ SI. No.11.31)Kgs120.75120.75116.64FalseNoneNoneFalseNoneFalse14084.280
3403050120124NonePWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (PWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84)Sqm5274.155274.154.32FalseNoneNoneFalseNoneFalse22784.3280
3403051120124NonePWD 23-24 SR Vol-2 Pg No. A-24 SI. No.394Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(PWD 23-24 SR Vol-2, Material Component Pg No. A-24/ SI. No.394)Sqm294.0294.06.48FalseNoneNoneFalseNoneFalse1905.120
3403052120124NonePWD 23-24 SR Vol-2, Pg No. 85 SI. No.11.30.1Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(PWD 23-24 SR Vol-2, Pg No. 85/ SI. No.11.30.1)Sqm957.6957.62.16FalseNoneNoneFalseNoneFalse2068.4160
3403053120124NonePWD 23-24 SR Vol-2, Pg No. 64 SI. No.9.34Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 64/ SI. No.9.34)Sqm1622.251622.2561.35FalseNoneNoneFalseNoneFalse99525.03750
3403054120124NonePWD 23-24 SR Vol-2, Pg No. 41 SI. No.8.1.2Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 41/ SI. No.8.1.2)Sqm253.05253.0591.74FalseNoneNoneFalseNoneFalse23214.8070
3403055120124NonePWD 23-24 SR Vol-2, Pg No. 50 SI. No.8.51Providing 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. (PWD 23-24 SR Vol-2, Pg No. 50/ SI. No.8.51)Sqm105.0105.0140.26FalseNoneNoneFalseNoneFalse14727.30
3403056120124NonePWD 23-24 SR Vol-2, Pg No. 44 SI. No.8.16aProviding lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 44/ SI. No.8.16a)Sqm1299.91299.93.78FalseNoneNoneFalseNoneFalse4913.6220
3403057120124NonePWD 23-24 SR Vol-2, Pg No. 42 SI. No.8.2.2Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (PWD 23-24 SR Vol-2, Pg No. 42/ SI. No.8.2.2)Sqm292.95292.95136.65FalseNoneNoneFalseNoneFalse40031.61750
3403058120124NonePWD 23-24 SR Vol-2, Pg No. 47 SI. No.8.33.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 47/ SI. No.8.33.3)Sqm145.95145.956.48FalseNoneNoneFalseNoneFalse945.7560
3403059120124NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.2Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.33.2)Sqm144.9144.98.06FalseNoneNoneFalseNoneFalse1167.8940
3403060120124NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.30Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.30)Sqm182.7182.7136.65FalseNoneNoneFalseNoneFalse24965.9550
3403061120124NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.1Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.33.1)Sqm165.9165.9139.23FalseNoneNoneFalseNoneFalse23098.2570
3403062120124NonePWD 23-24 SR Vol-2, Pg No. 125 SI. No.13.47Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter (PWD 23-24 SR Vol-2, Pg No. 125/ SI. No.13.47)m206.85206.852.0FalseNoneNoneFalseNoneFalse413.70
3403063120124NonePWD 23-24 SR Vol-2, Pg No. 84 SI. No.11.26.1Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (PWD 23-24 SR Vol-2, Pg No. 84/ SI. No.11.26.1)Kg144.9144.9125.0FalseNoneNoneFalseNoneFalse18112.50
3403064120124Noneitem1Providing and fixing Green board for class room (Quotation rate)No8500.08500.01.0FalseNoneNoneFalseNoneFalse8500.00
3403065120124NoneItem2KKRDB BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17195755980000NoneNoneBuildings1 Class Room at Govt HPS Rachappa Goudgaon - Electrical37339.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3403066120125NonePWD Ele. SR 2023-24, It No. 1.3.2Supplying heavy gauge PVC conduit pipe.mm dia. mm thick with suitable size bends, metal/PVC junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick (PWD Ele. SR 2023-24, It No. 1.3.2)Mtr80.080.050.0FalseNoneNoneFalseNoneFalse4000.00
3403067120125NonePWD Ele. SR 2023-24, It No. 2.3.3Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.2.5sqmm. (PWD Ele. SR 2023-24, It No. 2.3.3)Mtr40.040.0100.0FalseNoneNoneFalseNoneFalse4000.00
3403068120125NonePWD Ele. SR 2023-24, It No. 2.3.4Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.4.0sqmm. (PWD Ele. SR 2023-24, It No. 2.3.4)Mtr87.087.050.0FalseNoneNoneFalseNoneFalse4350.00
3403069120125NonePWD Ele. SR 2023-24, It No. 3.4.2Supplying 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 (PWD Ele. SR 2023-24, It No. 3.4.2)Each138.0138.01.0FalseNoneNoneFalseNoneFalse138.00
3403070120125NonePWD Ele. SR 2023-24, It No. 3.6.2Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.2) 4 Module Each Each175.0175.01.0FalseNoneNoneFalseNoneFalse175.00
3403071120125NonePWD Ele. SR 2023-24, It No. 3.6.1Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.1) 6Amps one way Switch Each Each88.088.012.0FalseNoneNoneFalseNoneFalse1056.00
3403072120125NonePWD Ele. SR 2023-24, It No. 3.6.3Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.3) 6Amps 3way socket Each Each162.0162.02.0FalseNoneNoneFalseNoneFalse324.00
3403073120125NonePWD Ele. SR 2023-24, It No. 3.6.4Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.4) Stepped Fan Regulator. Each Each313.0313.02.0FalseNoneNoneFalseNoneFalse626.00
3403074120125NonePWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.11) 6/16Amps universal socket Each Each249.0249.01.0FalseNoneNoneFalseNoneFalse249.00
3403075120125NonePWD Ele. SR 2023-24, It No. 5.17.1Supplying 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 asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1) 6-32Amps SP EachEach523.0523.01.0FalseNoneNoneFalseNoneFalse523.00
3403076120125NonePWD Ele. SR 2023-24, It No. 5.18.7Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7) 6 Way SP & NEach1552.01552.01.0FalseNoneNoneFalseNoneFalse1552.00
3403077120125NonePWD Ele. SR 2023-24, It No. 5.42.2Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2) 16SWGcm0.380.388500.0FalseNoneNoneFalseNoneFalse3230.00
3403078120125NonePWD Ele. SR 2023-24, It No. 6.1Earthing : Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia (PWD Ele. SR 2023-24, It No. 6.1) EarthingEach2999.72999.71.0FalseNoneNoneFalseNoneFalse2999.70
3403079120125NonePWD Ele. SR 2023-24, It No. 29.02Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits,depositing on bank upto a lead of 50 In soil (ordinary) (PWD Ele. SR 2023-24, It No. 29.02) In Ordinary SoilMtr260.0260.05.0FalseNoneNoneFalseNoneFalse1300.00
3403080120125NonePWD Ele. SR 2023-24, It No. 6.4.4Supplying of 1.1 Kv LT UG cable XLPE or heat resistance PVC Insulated PVC Extruded inner sheath armoured UG LT csble as per IS-1554( part-1) (PWD Ele. SR 2023-24, It No. 6.4.4) 4 core 16Sqmm Mtr Mtr150.0150.010.0FalseNoneNoneFalseNoneFalse1500.00
3403081120125NonePWD Ele. SR 2023-24, It No. 6.5.1Labour Charges for laying 1.1 Kv class UG cable when supplied agency in existing trench GI pipe / Stoneware pipe/on wall/ on pole as required (PWD Ele. SR 2023-24, It No. 6.5.1) Existing Trench / duct Mtr Mtr11.8811.885.0FalseNoneNoneFalseNoneFalse59.40
3403082120125NonePWD Ele. SR 2023-24, It No. 7.3.1Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1) No2949.02949.02.0FalseNoneNoneFalseNoneFalse5898.00
3403083120125NonePWD Ele. SR 2023-24, It No. 14.9Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. (PWD Ele. SR 2023-24, It No. 14.9) No281.0281.02.0FalseNoneNoneFalseNoneFalse562.00
3403084120125NonePWD Ele. SR 2023-24, It No. 11.3.2Supplying of feet - PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. LED light fighting 1 x4'- 20/22 w (PWD Ele. SR 2023-24, It No. 11.3.2)No740.0740.06.0FalseNoneNoneFalseNoneFalse4440.00
3403085120125NonePWD Ele. SR 2023-24, It No. 12.3.2Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2) On wall/ ceiling / Rafter / Girders Nos No119.0119.03.0FalseNoneNoneFalseNoneFalse357.00
17195755980000NoneNoneBuildingsFirst Floor 1 Class Room at Govt HPS Ladha - Civil1131150.91
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3403086120126NonePWD SR Volume-1, Pg No. 16 SI. No.2.5.1Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.5.1)Cum7031.127031.1223.12FalseNoneNoneFalseNoneFalse162559.49440
3403087120126None2.5.1Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7)Cum4921.784921.783.81FalseNoneNoneFalseNoneFalse18751.98180
3403088120126None2.5.1Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12)Cum4218.674218.676.1FalseNoneNoneFalseNoneFalse25733.8870
3403089120126None2.5.1Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13)Cum3515.563515.5613.07FalseNoneNoneFalseNoneFalse45948.36920
3403090120126None2.5.1Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17)Cum3164.03164.00.15FalseNoneNoneFalseNoneFalse474.60
3403091120126NonePWD 23-24 SR Vol-1, Pg No. 16 SI. No.2.4.1Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (PWD 23-24 SR Vol-1, Pg No. 16/ SI. No.2.4.1)Cum6791.446791.440.52FalseNoneNoneFalseNoneFalse3531.54880
3403092120126NonePWD 23-24 SR Vol-1, Pg No. 18 SI. No.2.11aSupplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (PWD 23-24 SR Vol-1, Pg No. 18/ SI. No.2.11a)Tonne94869.1594869.152.27FalseNoneNoneFalseNoneFalse215352.97050
3403093120126NonePWD 23-24 SR Vol-2, Pg No. 14 SI. No.6.8Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD 23-24 SR Vol-2, Pg No. 14/ SI. No.6.8)Cum8451.128451.1223.69FalseNoneNoneFalseNoneFalse200207.03280
3403094120126NonePWD 23-24 SR Vol-2, Pg No. 99 SI. No.12.12Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 99/ SI. No.12.12)Cum131716.22131716.220.06FalseNoneNoneFalseNoneFalse7902.97320
3403095120126NonePWD 23-24 SR Vol-2, Pg No. 104 SI. No.12.51Fixing 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. (PWD 23-24 SR Vol-2, Pg No. 104/ SI. No.12.51)No1077.471077.471.0FalseNoneNoneFalseNoneFalse1077.470
3403096120126NonePWD 23-24 SR Vol-2, Pg No. 100 SI. No.12.16Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) (PWD 23-24 SR Vol-2, Pg No. 100/ SI. No.12.16)Sqm7314.277314.272.52FalseNoneNoneFalseNoneFalse18431.96040
3403097120126NonePWD 23-24 SR Vol-2, Pg No. 86 SI. No.11.31Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 86/ SI. No.11.31)Kgs121.96121.96152.28FalseNoneNoneFalseNoneFalse18572.06880
3403098120126NonePWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) (PWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84)Sqm5326.895326.895.76FalseNoneNoneFalseNoneFalse30682.88640
3403099120126NonePWD 23-24 SR Vol-2 Pg No. A-24 SI. No.394Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm(PWD 23-24 SR Vol-2, Material Component Pg No. A-24/ SI. No.394)Sqm296.94296.948.46FalseNoneNoneFalseNoneFalse2512.11240
3403100120126NonePWD 23-24 SR Vol-2, Pg No. 85 SI. No.11.30.1Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge.(PWD 23-24 SR Vol-2, Pg No. 85/ SI. No.11.30.1)Sqm967.18967.182.7FalseNoneNoneFalseNoneFalse2611.3860
3403101120126NonePWD 23-24 SR Vol-2, Pg No. 64 SI. No.9.34Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 64/ SI. No.9.34)Sqm1638.471638.4779.29FalseNoneNoneFalseNoneFalse129914.28630
3403102120126NonePWD 23-24 SR Vol-2, Pg No. 41 SI. No.8.1.2Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 41/ SI. No.8.1.2)Sqm255.58255.58138.23FalseNoneNoneFalseNoneFalse35328.82340
3403103120126NonePWD 23-24 SR Vol-2, Pg No. 50 SI. No.8.51Providing 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. (PWD 23-24 SR Vol-2, Pg No. 50/ SI. No.8.51)Sqm106.05106.05202.04FalseNoneNoneFalseNoneFalse21426.3420
3403104120126NonePWD 23-24 SR Vol-2, Pg No. 44 SI. No.8.16aProviding lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 44/ SI. No.8.16a)Sqm1312.91312.94.72FalseNoneNoneFalseNoneFalse6196.8880
3403105120126NonePWD 23-24 SR Vol-2, Pg No. 42 SI. No.8.2.2Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (PWD 23-24 SR Vol-2, Pg No. 42/ SI. No.8.2.2)Sqm295.88295.88162.34FalseNoneNoneFalseNoneFalse48033.15920
3403106120126NonePWD 23-24 SR Vol-2, Pg No. 47 SI. No.8.33.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 47/ SI. No.8.33.3)Sqm147.41147.418.46FalseNoneNoneFalseNoneFalse1247.08860
3403107120126NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.2Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.33.2)Sqm146.35146.358.06FalseNoneNoneFalseNoneFalse1179.5810
3403108120126NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.30Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.30)Sqm184.53184.53162.34FalseNoneNoneFalseNoneFalse29956.60020
3403109120126NonePWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.1Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life) (PWD 23-24 SR Vol-2, Pg No. 46/ SI. No.8.33.1)Sqm167.56167.56202.04FalseNoneNoneFalseNoneFalse33853.82240
3403110120126NonePWD 23-24 SR Vol-2, Pg No. 125 SI. No.13.47Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter (PWD 23-24 SR Vol-2, Pg No. 125/ SI. No.13.47)m208.92208.922.0FalseNoneNoneFalseNoneFalse417.840
3403111120126Noneitem1Providing and fixing Green board for class room (Quotation rate)No8500.08500.01.0FalseNoneNoneFalseNoneFalse8500.00
3403112120126NonePWD 23-24 SR Vol-2, Pg No. 77 SI. No.11.30Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD 23-24 SR Vol-2, Pg No. 77/ SI. No.11.30)Sqm8689.88689.86.3FalseNoneNoneFalseNoneFalse54745.740
3403113120126NoneItem2KKRDB BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17195755980000NoneNoneBuildingsFirst Floor 1 Class Room at Govt HPS Ladha - ELECTRICAL32418.4
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3403114120127NonePWD Ele. SR 2023-24, It No. 1.3.2Supplying heavy gauge PVC conduit pipe.mm dia. mm thick with suitable size bends, metal/PVC junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick (PWD Ele. SR 2023-24, It No. 1.3.2)Mtr80.080.050.0FalseNoneNoneFalseNoneFalse4000.00
3403115120127NonePWD Ele. SR 2023-24, It No. 2.3.3Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.2.5sqmm. (PWD Ele. SR 2023-24, It No. 2.3.3)Mtr40.040.0100.0FalseNoneNoneFalseNoneFalse4000.00
3403116120127NonePWD Ele. SR 2023-24, It No. 2.3.4Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor resistance single core wire in open or consealed system of wiring with specified IS- 694:1990 & confirming to GTP of Group -A.4.0sqmm. (PWD Ele. SR 2023-24, It No. 2.3.4)Mtr87.087.050.0FalseNoneNoneFalseNoneFalse4350.00
3403117120127NonePWD Ele. SR 2023-24, It No. 3.4.2Supplying 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 (PWD Ele. SR 2023-24, It No. 3.4.2)Each138.0138.01.0FalseNoneNoneFalseNoneFalse138.00
3403118120127NonePWD Ele. SR 2023-24, It No. 3.6.2Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.2) 4 Module Each Each175.0175.01.0FalseNoneNoneFalseNoneFalse175.00
3403119120127NonePWD Ele. SR 2023-24, It No. 3.6.1Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.1) 6Amps one way Switch Each Each88.088.012.0FalseNoneNoneFalseNoneFalse1056.00
3403120120127NonePWD Ele. SR 2023-24, It No. 3.6.3Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.3) 6Amps 3way socket Each Each162.0162.02.0FalseNoneNoneFalseNoneFalse324.00
3403121120127NonePWD Ele. SR 2023-24, It No. 3.6.4Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.4) Stepped Fan Regulator. Each Each313.0313.02.0FalseNoneNoneFalseNoneFalse626.00
3403122120127NonePWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts (PWD Ele. SR 2023-24, It No. 3.6.11) 6/16Amps universal socket Each Each249.0249.01.0FalseNoneNoneFalseNoneFalse249.00
3403123120127NonePWD Ele. SR 2023-24, It No. 5.17.1Supplying 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 asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1) 6-32Amps SP EachEach523.0523.01.0FalseNoneNoneFalseNoneFalse523.00
3403124120127NonePWD Ele. SR 2023-24, It No. 5.18.7Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7) 6 Way SP & NEach1552.01552.01.0FalseNoneNoneFalseNoneFalse1552.00
3403125120127NonePWD Ele. SR 2023-24, It No. 5.42.2Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2) 16SWGcm0.380.388500.0FalseNoneNoneFalseNoneFalse3230.00
3403126120127NonePWD Ele. SR 2023-24, It No. 6.4.4Supplying of 1.1 Kv LT UG cable XLPE or heat resistance PVC Insulated PVC Extruded inner sheath armoured UG LT csble as per IS-1554( part-1) (PWD Ele. SR 2023-24, It No. 6.4.4) 4 core 16Sqmm Mtr Mtr150.0150.010.0FalseNoneNoneFalseNoneFalse1500.00
3403127120127NonePWD Ele. SR 2023-24, It No. 6.5.1Labour Charges for laying 1.1 Kv class UG cable when supplied agency in existing trench GI pipe / Stoneware pipe/on wall/ on pole as required (PWD Ele. SR 2023-24, It No. 6.5.1) Existing Trench / duct Mtr Mtr11.8811.885.0FalseNoneNoneFalseNoneFalse59.40
3403128120127NonePWD Ele. SR 2023-24, It No. 7.3.1Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1) No2949.02949.02.0FalseNoneNoneFalseNoneFalse5898.00
3403129120127NonePWD Ele. SR 2023-24, It No. 14.9Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. (PWD Ele. SR 2023-24, It No. 14.9) No281.0281.02.0FalseNoneNoneFalseNoneFalse562.00
3403130120127NonePWD Ele. SR 2023-24, It No. 11.3.2Supplying of feet - PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. LED light fighting 1 x4'- 20/22 w (PWD Ele. SR 2023-24, It No. 11.3.2)No740.0740.05.0FalseNoneNoneFalseNoneFalse3700.00
3403131120127NonePWD Ele. SR 2023-24, It No. 12.3.2Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2) On wall/ ceiling / Rafter / Girders Nos No119.0119.04.0FalseNoneNoneFalseNoneFalse476.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17195755980000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17195755980000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17195755980000NoneNoneELIGIBILITYBidders 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
17195755980000NoneNoneELIGIBILITYIt 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
17195755980000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17195755980000NoneNoneELIGIBILITYPart (2) Rs. 1,34,664/- EMD shall be in favour of Executive Engineer, PWD , Bidar Division, Bidar and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD Divn. Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD.Division, Bidar or Bank Guarantee in the prescribed format obtained form any Nationaled / Scheduled Banks.None
17195755980000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 ,2021-22 ,2022-23 and 2023-24 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 92.34 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation.None
17195755980000NoneNoneELIGIBILITYLiquid Assets and/or availability of credit facilities of not less than Rs. 27.70 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc.None
17195755980000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 ,2021-22 ,2022-23 and 2023-24 (b) satisfactorily completed as prime contractor, at least one similar work such as Construction of Building such as of value not less than Rs 46.17 Lakhs/-None
17195755980000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 ,2021-22 ,2022-23 and 2023-24 (c) executed in any one year, the following minimum quantities of work(1) EWE: 456.00 cum (2) RCC/PCC: 201.00 cum (3) RRM/BBM: 158.56 cum (4) Plastering: 1254.4 Sqm (5) Flooring: 399.00 sqm (6) TMT Steel: 18.37 TonneNone
17195755980000NoneNoneELIGIBILITYThe Tenderer shall furnish, as part of his tender, earnest money deposit in the amount as shown in column 4 of the Table of IFT for this particular work. Tenderer can pay the full EMD amount of Rs. 2,00,000/- through e-payment or the Earnest Money Deposit shall be in two parts. Part(1): Rs. 1,00,000/- by e-payment, Part-(2): Rs. 1,00,000/- EMD shall be in favour of Executive Engineer, PWD, Bidar Division, Bidar, and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD, Bidar Division, Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD, Bidar DivisionNone
17195755980000NoneNoneELIGIBILITYPeriod for completion of this work is 06(Six) months including Monsoon.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTenderer 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 yearNoneNone
NoneNoneNoneNoneTenderer 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 yearNoneNone
NoneNoneNoneNoneOwning the following key and critical equipment for this work (xxxx, xxxx, xxxx)NoneNone
NoneNoneNoneNoneBanker Details for referenceNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneQualification 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 awardedNoneNone
NoneNoneNoneNoneList of Financial Resources with CertificatesNoneNone
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 ,2021-22 ,2022-23 and 2023-24 (b) satisfactorily completed as prime contractor, at least one similar work such as Construction of Building such as of value not less than Rs 46.17 Lakhs/-Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 ,2021-22 ,2022-23 and 2023-24 (c) executed in any one year, the following minimum quantities of work(1) EWE: 456.00 cum (2) RCC/PCC: 201.00 cum (3) RRM/BBM: 158.56 cum (4) Plastering: 1254.4 Sqm (5) Flooring: 399.00 sqm (6) TMT Steel: 18.37 TonnePast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneList of existing commitments and ongoing worksPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of existing commitments and ongoing works
NoneNoneNoneNoneList of works for which tenders already submittedPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of works for which tenders already submitted
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 ,2021-22 ,2022-23 and 2023-24 (c) executed in any one year, the following minimum quantities of work(1) EWE: 456.00 cum (2) RCC/PCC: 201.00 cum (3) RRM/BBM: 158.56 cum (4) Plastering: 1254.4 Sqm (5) Flooring: 399.00 sqm (6) TMT Steel: 18.37 TonnePast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 ,2021-22 ,2022-23 and 2023-24 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 92.34 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneLiquid Assets and/or availability of credit facilities of not less than Rs. 27.70 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five yearsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
Company Registration CertificateTrueTechnical Bid
Work done CertificateTrueTechnical Bid
Line of CreditTrueTechnical Bid
Other DocumentsFalseTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone