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evaluationTypeTextTwo Cover
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bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose21-06-2024 16:00:45
tenderQueryClose20-06-2024 10:31:36
technicalBidOpen22-06-2024 16:31:47
publishedDate11-06-2024 12:08:51
publishedByPostPWD_EE_DIV_BID
publishedByUserKPE14569 - SHIVSHANKER V KAMSHETTY
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tenderNumberPWD/2023-24/BD/WORK_INDENT9776
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
17179953220000NoneNoneBuildings2 Class Rooms at Govt HPS Malachapur - Civil2563472.02
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3253296112699NonePWD 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
3253297112699NonePWD 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
3253298112699NonePWD 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
3253299112699NonePWD 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
3253300112699NonePWD 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
3253301112699NonePWD 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
3253302112699None2.2.1Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum528.11528.1114.74FalseNoneNoneFalseNoneFalse7784.34140
3253303112699NonePWD 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
3253304112699None2.4.2Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8)Cum4647.414647.413.13FalseNoneNoneFalseNoneFalse14546.39330
3253305112699None2.4.2Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum3319.583319.585.0FalseNoneNoneFalseNoneFalse16597.90
3253306112699NonePWD 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
3253307112699NonePWD 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
3253308112699None2.5.1Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7)Cum4873.054873.056.71FalseNoneNoneFalseNoneFalse32698.16550
3253309112699None2.5.1Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12)Cum4176.94176.98.46FalseNoneNoneFalseNoneFalse35336.5740
3253310112699None2.5.1Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13)Cum3480.753480.7522.06FalseNoneNoneFalseNoneFalse76785.3450
3253311112699None2.5.1Formwark 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
3253312112699NonePWD 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
3253313112699NonePWD 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
3253314112699NonePWD 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
3253315112699NonePWD 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
3253316112699NonePWD 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
3253317112699NonePWD 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
3253318112699NonePWD 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
3253319112699NonePWD 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
3253320112699NonePWD 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
3253321112699NonePWD 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
3253322112699NonePWD 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
3253323112699NonePWD 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
3253324112699NonePWD 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
3253325112699NonePWD 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
3253326112699NonePWD 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
3253327112699NonePWD 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
3253328112699NonePWD 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
3253329112699NonePWD 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
3253330112699NonePWD 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
3253331112699NonePWD 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
3253332112699NonePWD 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
3253333112699Noneitem1Providing and fixing Green board for class room (Quotation rate)No8500.08500.02.0FalseNoneNoneFalseNoneFalse17000.00
3253334112699NonePWD 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
3253335112699NonePWD 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
3253336112699NonePWD 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
3253337112699NoneItem2KKRDB BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17179953220000NoneNoneBuildings2 Class Rooms at Govt HPS Malachapur - Electrical56193.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3253338112700NonePWD 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
3253339112700NonePWD 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
3253340112700NonePWD 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
3253341112700NonePWD 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
3253342112700NonePWD 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
3253343112700NonePWD 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
3253344112700NonePWD 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
3253345112700NonePWD 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
3253346112700NonePWD 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
3253347112700NonePWD 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
3253348112700NonePWD 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
3253349112700NonePWD 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
3253350112700NonePWD 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
3253351112700NonePWD 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
3253352112700NonePWD 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
3253353112700NonePWD 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
3253354112700NonePWD 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
3253355112700NonePWD 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
3253356112700NonePWD 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
3253357112700NonePWD 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
17179953220000NoneNoneBuildings1 Class Room at Govt HPS RMSA Kongali - Civil1102788.01
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3253358112701NonePWD 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
3253359112701NonePWD 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
3253360112701NonePWD 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
3253361112701NonePWD 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
3253362112701NonePWD 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
3253363112701NonePWD 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
3253364112701None2.2.1Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum528.11528.117.38FalseNoneNoneFalseNoneFalse3897.45180
3253365112701NonePWD 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
3253366112701None2.4.2Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8)Cum4647.414647.411.56FalseNoneNoneFalseNoneFalse7249.95960
3253367112701None2.4.2Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum3319.583319.582.28FalseNoneNoneFalseNoneFalse7568.64240
3253368112701NonePWD 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
3253369112701NonePWD 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
3253370112701None2.5.1Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7)Cum4873.054873.052.86FalseNoneNoneFalseNoneFalse13936.9230
3253371112701None2.5.1Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12)Cum4176.94176.93.95FalseNoneNoneFalseNoneFalse16498.7550
3253372112701None2.5.1Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13)Cum3480.753480.758.84FalseNoneNoneFalseNoneFalse30769.830
3253373112701None2.5.1Formwark 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
3253374112701NonePWD 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
3253375112701NonePWD 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
3253376112701NonePWD 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
3253377112701NonePWD 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
3253378112701NonePWD 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
3253379112701NonePWD 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
3253380112701NonePWD 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
3253381112701NonePWD 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
3253382112701NonePWD 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
3253383112701NonePWD 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
3253384112701NonePWD 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
3253385112701NonePWD 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
3253386112701NonePWD 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
3253387112701NonePWD 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
3253388112701NonePWD 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
3253389112701NonePWD 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
3253390112701NonePWD 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
3253391112701NonePWD 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
3253392112701NonePWD 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
3253393112701NonePWD 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
3253394112701NonePWD 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
3253395112701Noneitem1Providing and fixing Green board for class room (Quotation rate)No8500.08500.01.0FalseNoneNoneFalseNoneFalse8500.00
3253396112701NoneItem2KKRDB BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17179953220000NoneNoneBuildings1 Class Room at Govt HPS RMSA Kongali - Electrical37339.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3253397112702NonePWD 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
3253398112702NonePWD 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
3253399112702NonePWD 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
3253400112702NonePWD 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
3253401112702NonePWD 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
3253402112702NonePWD 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
3253403112702NonePWD 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
3253404112702NonePWD 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
3253405112702NonePWD 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
3253406112702NonePWD 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
3253407112702NonePWD 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
3253408112702NonePWD 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
3253409112702NonePWD 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
3253410112702NonePWD 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
3253411112702NonePWD 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
3253412112702NonePWD 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
3253413112702NonePWD 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
3253414112702NonePWD 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
3253415112702NonePWD 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
3253416112702NonePWD 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
17179953220000NoneNoneBuildings1 Class Room at Govt HS RMSA Kongali - Civil1991252.18
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3253417112703NonePWD 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
3253418112703NonePWD 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
3253419112703NonePWD 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
3253420112703NonePWD 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
3253421112703NonePWD 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
3253422112703NonePWD 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
3253423112703None2.2.1Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum528.11528.119.83FalseNoneNoneFalseNoneFalse5191.32130
3253424112703NonePWD 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
3253425112703None2.4.2Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8)Cum4647.414647.412.08FalseNoneNoneFalseNoneFalse9666.61280
3253426112703None2.4.2Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum3319.583319.583.87FalseNoneNoneFalseNoneFalse12846.77460
3253427112703NonePWD 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
3253428112703NonePWD 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
3253429112703None2.5.1Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7)Cum4873.054873.054.8FalseNoneNoneFalseNoneFalse23390.640
3253430112703None2.5.1Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12)Cum4176.94176.96.49FalseNoneNoneFalseNoneFalse27108.0810
3253431112703None2.5.1Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13)Cum3480.753480.7517.04FalseNoneNoneFalseNoneFalse59311.980
3253432112703None2.5.1Formwark 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
3253433112703NonePWD 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
3253434112703NonePWD 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
3253435112703NonePWD 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
3253436112703NonePWD 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
3253437112703NonePWD 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
3253438112703NonePWD 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
3253439112703NonePWD 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
3253440112703NonePWD 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
3253441112703NonePWD 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
3253442112703NonePWD 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
3253443112703NonePWD 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
3253444112703NonePWD 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
3253445112703NonePWD 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
3253446112703NonePWD 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
3253447112703NonePWD 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
3253448112703NonePWD 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
3253449112703NonePWD 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
3253450112703NonePWD 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
3253451112703NonePWD 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
3253452112703NonePWD 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
3253453112703NonePWD 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
3253454112703Noneitem1Providing and fixing Green board for class room (Quotation rate)No8500.08500.01.0FalseNoneNoneFalseNoneFalse8500.00
3253455112703NonePWD 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
3253456112703NonePWD 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
3253457112703NonePWD 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
3253458112703NoneItem2KKRDB BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17179953220000NoneNoneBuildings1 Class Room at Govt HS RMSA Kongali - Electrical38317.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3253459112704NonePWD 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
3253460112704NonePWD 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
3253461112704NonePWD 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
3253462112704NonePWD 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
3253463112704NonePWD 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
3253464112704NonePWD 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
3253465112704NonePWD 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
3253466112704NonePWD 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
3253467112704NonePWD 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
3253468112704NonePWD 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
3253469112704NonePWD 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
3253470112704NonePWD 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
3253471112704NonePWD 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
3253472112704NonePWD 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
3253473112704NonePWD 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
3253474112704NonePWD 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
3253475112704NonePWD 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
3253476112704NonePWD 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
3253477112704NonePWD 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
3253478112704NonePWD 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
17179953220000NoneNoneBuildings1 Class Room at Govt HPS Garma Thanda - Civil1102788.01
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3253479112705NonePWD 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
3253480112705NonePWD 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
3253481112705NonePWD 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
3253482112705NonePWD 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
3253483112705NonePWD 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
3253484112705NonePWD 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
3253485112705None2.2.1Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum528.11528.117.38FalseNoneNoneFalseNoneFalse3897.45180
3253486112705NonePWD 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
3253487112705None2.4.2Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8)Cum4647.414647.411.56FalseNoneNoneFalseNoneFalse7249.95960
3253488112705None2.4.2Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum3319.583319.582.28FalseNoneNoneFalseNoneFalse7568.64240
3253489112705NonePWD 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
3253490112705NonePWD 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
3253491112705None2.5.1Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7)Cum4873.054873.052.86FalseNoneNoneFalseNoneFalse13936.9230
3253492112705None2.5.1Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12)Cum4176.94176.93.95FalseNoneNoneFalseNoneFalse16498.7550
3253493112705None2.5.1Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13)Cum3480.753480.758.84FalseNoneNoneFalseNoneFalse30769.830
3253494112705None2.5.1Formwark 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
3253495112705NonePWD 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
3253496112705NonePWD 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
3253497112705NonePWD 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
3253498112705NonePWD 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
3253499112705NonePWD 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
3253500112705NonePWD 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
3253501112705NonePWD 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
3253502112705NonePWD 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
3253503112705NonePWD 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
3253504112705NonePWD 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
3253505112705NonePWD 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
3253506112705NonePWD 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
3253507112705NonePWD 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
3253508112705NonePWD 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
3253509112705NonePWD 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
3253510112705NonePWD 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
3253511112705NonePWD 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
3253512112705NonePWD 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
3253513112705NonePWD 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
3253514112705NonePWD 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
3253515112705NonePWD 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
3253516112705Noneitem1Providing and fixing Green board for class room (Quotation rate)No8500.08500.01.0FalseNoneNoneFalseNoneFalse8500.00
3253517112705NoneItem2KKRDB BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17179953220000NoneNoneBuildings1 Class Room at Govt HPS Garma Thanda - Electrical37339.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3253518112706NonePWD 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
3253519112706NonePWD 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
3253520112706NonePWD 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
3253521112706NonePWD 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
3253522112706NonePWD 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
3253523112706NonePWD 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
3253524112706NonePWD 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
3253525112706NonePWD 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
3253526112706NonePWD 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
3253527112706NonePWD 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
3253528112706NonePWD 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
3253529112706NonePWD 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
3253530112706NonePWD 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
3253531112706NonePWD 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
3253532112706NonePWD 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
3253533112706NonePWD 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
3253534112706NonePWD 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
3253535112706NonePWD 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
3253536112706NonePWD 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
3253537112706NonePWD 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
17179953220000NoneNoneBuildings1 Class Room at Govt HPS Rachappa Goudgaon - Civil1102788.01
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3253538112707NonePWD 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
3253539112707NonePWD 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
3253540112707NonePWD 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
3253541112707NonePWD 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
3253542112707NonePWD 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
3253543112707NonePWD 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
3253544112707None2.2.1Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum528.11528.117.38FalseNoneNoneFalseNoneFalse3897.45180
3253545112707NonePWD 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
3253546112707None2.4.2Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8)Cum4647.414647.411.56FalseNoneNoneFalseNoneFalse7249.95960
3253547112707None2.4.2Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a)Cum3319.583319.582.28FalseNoneNoneFalseNoneFalse7568.64240
3253548112707NonePWD 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
3253549112707NonePWD 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
3253550112707None2.5.1Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7)Cum4873.054873.052.86FalseNoneNoneFalseNoneFalse13936.9230
3253551112707None2.5.1Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12)Cum4176.94176.93.95FalseNoneNoneFalseNoneFalse16498.7550
3253552112707None2.5.1Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13)Cum3480.753480.758.84FalseNoneNoneFalseNoneFalse30769.830
3253553112707None2.5.1Formwark 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
3253554112707NonePWD 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
3253555112707NonePWD 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
3253556112707NonePWD 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
3253557112707NonePWD 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
3253558112707NonePWD 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
3253559112707NonePWD 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
3253560112707NonePWD 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
3253561112707NonePWD 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
3253562112707NonePWD 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
3253563112707NonePWD 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
3253564112707NonePWD 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
3253565112707NonePWD 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
3253566112707NonePWD 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
3253567112707NonePWD 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
3253568112707NonePWD 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
3253569112707NonePWD 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
3253570112707NonePWD 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
3253571112707NonePWD 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
3253572112707NonePWD 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
3253573112707NonePWD 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
3253574112707NonePWD 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
3253575112707Noneitem1Providing and fixing Green board for class room (Quotation rate)No8500.08500.01.0FalseNoneNoneFalseNoneFalse8500.00
3253576112707NoneItem2KKRDB BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17179953220000NoneNoneBuildings1 Class Room at Govt HPS Rachappa Goudgaon - Electrical37339.1
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3253577112708NonePWD 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
3253578112708NonePWD 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
3253579112708NonePWD 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
3253580112708NonePWD 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
3253581112708NonePWD 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
3253582112708NonePWD 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
3253583112708NonePWD 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
3253584112708NonePWD 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
3253585112708NonePWD 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
3253586112708NonePWD 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
3253587112708NonePWD 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
3253588112708NonePWD 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
3253589112708NonePWD 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
3253590112708NonePWD 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
3253591112708NonePWD 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
3253592112708NonePWD 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
3253593112708NonePWD 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
3253594112708NonePWD 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
3253595112708NonePWD 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
3253596112708NonePWD 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
17179953220000NoneNoneBuildingsFirst Floor 1 Class Room at Govt HPS Ladha - Civil1131150.91
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3253597112709NonePWD 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
3253598112709None2.5.1Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7)Cum4921.784921.783.81FalseNoneNoneFalseNoneFalse18751.98180
3253599112709None2.5.1Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12)Cum4218.674218.676.1FalseNoneNoneFalseNoneFalse25733.8870
3253600112709None2.5.1Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13)Cum3515.563515.5613.07FalseNoneNoneFalseNoneFalse45948.36920
3253601112709None2.5.1Formwark 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
3253602112709NonePWD 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
3253603112709NonePWD 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
3253604112709NonePWD 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
3253605112709NonePWD 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
3253606112709NonePWD 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
3253607112709NonePWD 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
3253608112709NonePWD 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
3253609112709NonePWD 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
3253610112709NonePWD 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
3253611112709NonePWD 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
3253612112709NonePWD 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
3253613112709NonePWD 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
3253614112709NonePWD 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
3253615112709NonePWD 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
3253616112709NonePWD 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
3253617112709NonePWD 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
3253618112709NonePWD 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
3253619112709NonePWD 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
3253620112709NonePWD 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
3253621112709NonePWD 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
3253622112709Noneitem1Providing and fixing Green board for class room (Quotation rate)No8500.08500.01.0FalseNoneNoneFalseNoneFalse8500.00
3253623112709NonePWD 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
3253624112709NoneItem2KKRDB BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
17179953220000NoneNoneBuildingsFirst Floor 1 Class Room at Govt HPS Ladha - ELECTRICAL32418.4
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3253625112710NonePWD 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
3253626112710NonePWD 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
3253627112710NonePWD 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
3253628112710NonePWD 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
3253629112710NonePWD 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
3253630112710NonePWD 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
3253631112710NonePWD 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
3253632112710NonePWD 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
3253633112710NonePWD 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
3253634112710NonePWD 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
3253635112710NonePWD 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
3253636112710NonePWD 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
3253637112710NonePWD 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
3253638112710NonePWD 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
3253639112710NonePWD 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
3253640112710NonePWD 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
3253641112710NonePWD 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
3253642112710NonePWD 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
17179953230000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17179953230000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17179953230000NoneNoneELIGIBILITYBidders 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
17179953230000NoneNoneELIGIBILITYIt 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
17179953230000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17179953410000NoneNoneELIGIBILITYPart (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
17179953770000NoneNoneELIGIBILITYTo 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
17179953910000NoneNoneELIGIBILITYLiquid 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
17179954050000NoneNoneELIGIBILITYTo 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
17179954160000NoneNoneELIGIBILITYTo 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
17180011970000NoneNoneELIGIBILITYThe 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
17180012090000NoneNoneELIGIBILITYPeriod 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