tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1719575598000 | 0 | None | None | Buildings | 2 Class Rooms at Govt HPS Malachapur - Civil | 2563472.02 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3402785 | 120116 | None | PWD SR Volume-1, Pg No. 8 SI. No.1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (PWD SR Volume-1, Pg No. 8/ SI. No.1.12) | Cum | 99.75 | 99.75 | 22.18 | False | None | None | False | None | False | 2212.455 | 0 | 3402786 | 120116 | None | PWD SR Volume-1, Pg No. 8 SI. No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 65.62 | False | None | None | False | None | False | 7027.902 | 0 | 3402787 | 120116 | None | PWD SR Volume-1, Pg No. 15 SI. No.2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.1.3) | Cum | 6288.45 | 6288.45 | 7.49 | False | None | None | False | None | False | 47100.4905 | 0 | 3402788 | 120116 | None | PWD SR Volume-2, Pg No. 9 SI. No.5.3 | Providing 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) | Cum | 6515.25 | 6515.25 | 11.42 | False | None | None | False | None | False | 74404.155 | 0 | 3402789 | 120116 | None | PWD SR Volume-2, Pg No. 9 SI. No.5.6 | Providing 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) | Cum | 6770.4 | 6770.4 | 16.51 | False | None | None | False | None | False | 111779.304 | 0 | 3402790 | 120116 | None | PWD SR Volume-1, Pg No. 15 SI. No.2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.2.1) | Cum | 6601.35 | 6601.35 | 14.73 | False | None | None | False | None | False | 97237.8855 | 0 | 3402791 | 120116 | None | 2.2.1 | Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a) | Cum | 528.11 | 528.11 | 14.74 | False | None | None | False | None | False | 7784.3414 | 0 | 3402792 | 120116 | None | PWD SR Volume-1, Pg No. 16 SI. No.2.4.2 | Providing 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) | Cum | 6639.15 | 6639.15 | 8.12 | False | None | None | False | None | False | 53909.898 | 0 | 3402793 | 120116 | None | 2.4.2 | Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8) | Cum | 4647.41 | 4647.41 | 3.13 | False | None | None | False | None | False | 14546.3933 | 0 | 3402794 | 120116 | None | 2.4.2 | Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a) | Cum | 3319.58 | 3319.58 | 5.0 | False | None | None | False | None | False | 16597.9 | 0 | 3402795 | 120116 | None | PWD SR Volume-1, Pg No. 7 SI. No.1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD SR Volume-1, Pg No. 7/ SI. No.1.9) | Cum | 279.3 | 279.3 | 99.26 | False | None | None | False | None | False | 27723.318 | 0 | 3402796 | 120116 | None | PWD SR Volume-1, Pg No. 16 SI. No.2.5.1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.5.1) | Cum | 6961.5 | 6961.5 | 37.4 | False | None | None | False | None | False | 260360.1 | 0 | 3402797 | 120116 | None | 2.5.1 | Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7) | Cum | 4873.05 | 4873.05 | 6.71 | False | None | None | False | None | False | 32698.1655 | 0 | 3402798 | 120116 | None | 2.5.1 | Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12) | Cum | 4176.9 | 4176.9 | 8.46 | False | None | None | False | None | False | 35336.574 | 0 | 3402799 | 120116 | None | 2.5.1 | Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13) | Cum | 3480.75 | 3480.75 | 22.06 | False | None | None | False | None | False | 76785.345 | 0 | 3402800 | 120116 | None | 2.5.1 | Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17) | Cum | 3132.68 | 3132.68 | 0.2 | False | None | None | False | None | False | 626.536 | 0 | 3402801 | 120116 | None | PWD 23-24 SR Vol-1, Pg No. 16 SI. No.2.4.1 | Providing 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) | Cum | 6724.2 | 6724.2 | 10.76 | False | None | None | False | None | False | 72352.392 | 0 | 3402802 | 120116 | None | PWD 23-24 SR Vol-1, Pg No. 18 SI. No.2.11a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (PWD 23-24 SR Vol-1, Pg No. 18/ SI. No.2.11a) | Tonne | 93929.85 | 93929.85 | 5.11 | False | None | None | False | None | False | 479981.5335 | 0 | 3402803 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 14 SI. No.6.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD 23-24 SR Vol-2, Pg No. 14/ SI. No.6.8) | Cum | 8367.45 | 8367.45 | 41.8 | False | None | None | False | None | False | 349759.41 | 0 | 3402804 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 99 SI. No.12.12 | Providing 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) | Cum | 130412.1 | 130412.1 | 0.19 | False | None | None | False | None | False | 24778.299 | 0 | 3402805 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 104 SI. No.12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 104/ SI. No.12.51) | No | 1066.8 | 1066.8 | 3.0 | False | None | None | False | None | False | 3200.4 | 0 | 3402806 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 100 SI. No.12.16 | Providing 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) | Sqm | 7241.85 | 7241.85 | 7.56 | False | None | None | False | None | False | 54748.386 | 0 | 3402807 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 86 SI. No.11.31 | Providing 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) | Kgs | 120.75 | 120.75 | 233.28 | False | None | None | False | None | False | 28168.56 | 0 | 3402808 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84 | Providing & 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) | Sqm | 5274.15 | 5274.15 | 8.64 | False | None | None | False | None | False | 45568.656 | 0 | 3402809 | 120116 | None | PWD 23-24 SR Vol-2 Pg No. A-24 SI. No.394 | Galvanised 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) | Sqm | 294.0 | 294.0 | 12.96 | False | None | None | False | None | False | 3810.24 | 0 | 3402810 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 85 SI. No.11.30.1 | Providing & 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) | Sqm | 957.6 | 957.6 | 4.32 | False | None | None | False | None | False | 4136.832 | 0 | 3402811 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 64 SI. No.9.34 | Flooring 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) | Sqm | 1622.25 | 1622.25 | 126.44 | False | None | None | False | None | False | 205117.29 | 0 | 3402812 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 41 SI. No.8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 41/ SI. No.8.1.2) | Sqm | 253.05 | 253.05 | 262.96 | False | None | None | False | None | False | 66542.028 | 0 | 3402813 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 50 SI. No.8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (PWD 23-24 SR Vol-2, Pg No. 50/ SI. No.8.51) | Sqm | 105.0 | 105.0 | 365.72 | False | None | None | False | None | False | 38400.6 | 0 | 3402814 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 44 SI. No.8.16a | Providing 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) | Sqm | 1299.9 | 1299.9 | 15.06 | False | None | None | False | None | False | 19576.494 | 0 | 3402815 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 42 SI. No.8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (PWD 23-24 SR Vol-2, Pg No. 42/ SI. No.8.2.2) | Sqm | 292.95 | 292.95 | 251.93 | False | None | None | False | None | False | 73802.8935 | 0 | 3402816 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 47 SI. No.8.33.3 | Painting 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) | Sqm | 145.95 | 145.95 | 12.96 | False | None | None | False | None | False | 1891.512 | 0 | 3402817 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.2 | Painting 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) | Sqm | 144.9 | 144.9 | 24.19 | False | None | None | False | None | False | 3505.131 | 0 | 3402818 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.30 | Finishing 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) | Sqm | 182.7 | 182.7 | 251.93 | False | None | None | False | None | False | 46027.611 | 0 | 3402819 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.1 | Finishing 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) | Sqm | 165.9 | 165.9 | 365.72 | False | None | None | False | None | False | 60672.948 | 0 | 3402820 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 125 SI. No.13.47 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter (PWD 23-24 SR Vol-2, Pg No. 125/ SI. No.13.47) | m | 206.85 | 206.85 | 4.0 | False | None | None | False | None | False | 827.4 | 0 | 3402821 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 84 SI. No.11.26.1 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (PWD 23-24 SR Vol-2, Pg No. 84/ SI. No.11.26.1) | Kg | 144.9 | 144.9 | 135.0 | False | None | None | False | None | False | 19561.5 | 0 | 3402822 | 120116 | None | item1 | Providing and fixing Green board for class room (Quotation rate) | No | 8500.0 | 8500.0 | 2.0 | False | None | None | False | None | False | 17000.0 | 0 | 3402823 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 82 SI. No.11.16.1 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD 23-24 SR Vol-2, Pg No. 82/ SI. No.11.16.1) | Kgs | 142.8 | 142.8 | 32.5 | False | None | None | False | None | False | 4641.0 | 0 | 3402824 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 26 SI. No.7.38 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by 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) | Sqm | 596.4 | 596.4 | 21.0 | False | None | None | False | None | False | 12524.4 | 0 | 3402825 | 120116 | None | PWD 23-24 SR Vol-2, Pg No. 77 SI. No.11.30 | Providing 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) | Sqm | 8689.8 | 8689.8 | 6.3 | False | None | None | False | None | False | 54745.74 | 0 | 3402826 | 120116 | None | Item2 | KKRDB Board | No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
| 1719575598000 | 0 | None | None | Buildings | 2 Class Rooms at Govt HPS Malachapur - Electrical | 56193.1 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3402827 | 120117 | None | PWD Ele. SR 2023-24, It No. 1.3.2 | Supplying 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) | Mtr | 80.0 | 80.0 | 90.0 | False | None | None | False | None | False | 7200.0 | 0 | 3402828 | 120117 | None | PWD Ele. SR 2023-24, It No. 2.3.3 | Wiring 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) | Mtr | 40.0 | 40.0 | 130.0 | False | None | None | False | None | False | 5200.0 | 0 | 3402829 | 120117 | None | PWD Ele. SR 2023-24, It No. 2.3.4 | Wiring 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) | Mtr | 87.0 | 87.0 | 70.0 | False | None | None | False | None | False | 6090.0 | 0 | 3402830 | 120117 | None | PWD Ele. SR 2023-24, It No. 3.4.2 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.4-5Way (PWD Ele. SR 2023-24, It No. 3.4.2) | Each | 138.0 | 138.0 | 2.0 | False | None | None | False | None | False | 276.0 | 0 | 3402831 | 120117 | None | PWD Ele. SR 2023-24, It No. 3.6.2 | Supplying 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
| Each | 175.0 | 175.0 | 2.0 | False | None | None | False | None | False | 350.0 | 0 | 3402832 | 120117 | None | PWD Ele. SR 2023-24, It No. 3.6.1 | Supplying 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
| Each | 88.0 | 88.0 | 24.0 | False | None | None | False | None | False | 2112.0 | 0 | 3402833 | 120117 | None | PWD Ele. SR 2023-24, It No. 3.6.3 | Supplying 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
| Each | 162.0 | 162.0 | 4.0 | False | None | None | False | None | False | 648.0 | 0 | 3402834 | 120117 | None | PWD Ele. SR 2023-24, It No. 3.6.4 | Supplying 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
| Each | 313.0 | 313.0 | 4.0 | False | None | None | False | None | False | 1252.0 | 0 | 3402835 | 120117 | None | PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11 | Supplying 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
| Each | 249.0 | 249.0 | 2.0 | False | None | None | False | None | False | 498.0 | 0 | 3402836 | 120117 | None | PWD Ele. SR 2023-24, It No. 5.17.1 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1)
6-32Amps SP Each | Each | 523.0 | 523.0 | 1.0 | False | None | None | False | None | False | 523.0 | 0 | 3402837 | 120117 | None | PWD Ele. SR 2023-24, It No. 5.18.7 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS
enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7)
6 Way SP & N | Each | 1552.0 | 1552.0 | 1.0 | False | None | None | False | None | False | 1552.0 | 0 | 3402838 | 120117 | None | PWD Ele. SR 2023-24, It No. 5.42.2 | Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2)
16SWG | cm | 0.38 | 0.38 | 15000.0 | False | None | None | False | None | False | 5700.0 | 0 | 3402839 | 120117 | None | PWD Ele. SR 2023-24, It No. 6.1 | Earthing : 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)
Earthing | Each | 2999.7 | 2999.7 | 1.0 | False | None | None | False | None | False | 2999.7 | 0 | 3402840 | 120117 | None | PWD Ele. SR 2023-24, It No. 29.02 | Earth 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 Soil | Mtr | 260.0 | 260.0 | 5.0 | False | None | None | False | None | False | 1300.0 | 0 | 3402841 | 120117 | None | PWD Ele. SR 2023-24, It No. 6.4.4 | Supplying 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
| Mtr | 150.0 | 150.0 | 10.0 | False | None | None | False | None | False | 1500.0 | 0 | 3402842 | 120117 | None | PWD Ele. SR 2023-24, It No. 6.5.1 | Labour 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
| Mtr | 11.88 | 11.88 | 5.0 | False | None | None | False | None | False | 59.4 | 0 | 3402843 | 120117 | None | PWD Ele. SR 2023-24, It No. 7.3.1 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1)
| No | 2949.0 | 2949.0 | 4.0 | False | None | None | False | None | False | 11796.0 | 0 | 3402844 | 120117 | None | PWD Ele. SR 2023-24, It No. 14.9 | Fixing 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)
| No | 281.0 | 281.0 | 4.0 | False | None | None | False | None | False | 1124.0 | 0 | 3402845 | 120117 | None | PWD Ele. SR 2023-24, It No. 11.3.2 | Supplying 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) | No | 740.0 | 740.0 | 7.0 | False | None | None | False | None | False | 5180.0 | 0 | 3402846 | 120117 | None | PWD Ele. SR 2023-24, It No. 12.3.2 | Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2)
On wall/ ceiling / Rafter / Girders Nos
| No | 119.0 | 119.0 | 7.0 | False | None | None | False | None | False | 833.0 | 0 |
| 1719575598000 | 0 | None | None | Buildings | 1 Class Room at Govt HPS RMSA Kongali - Civil | 1102788.01 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3402847 | 120118 | None | PWD SR Volume-1, Pg No. 8 SI. No.1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (PWD SR Volume-1, Pg No. 8/ SI. No.1.12) | Cum | 99.75 | 99.75 | 9.14 | False | None | None | False | None | False | 911.715 | 0 | 3402848 | 120118 | None | PWD SR Volume-1, Pg No. 8 SI. No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 32.74 | False | None | None | False | None | False | 3506.454 | 0 | 3402849 | 120118 | None | PWD SR Volume-1, Pg No. 15 SI. No.2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.1.3) | Cum | 6288.45 | 6288.45 | 3.39 | False | None | None | False | None | False | 21317.8455 | 0 | 3402850 | 120118 | None | PWD SR Volume-2, Pg No. 9 SI. No.5.3 | Providing 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) | Cum | 6515.25 | 6515.25 | 5.17 | False | None | None | False | None | False | 33683.8425 | 0 | 3402851 | 120118 | None | PWD SR Volume-2, Pg No. 9 SI. No.5.6 | Providing 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) | Cum | 6770.4 | 6770.4 | 7.5 | False | None | None | False | None | False | 50778.0 | 0 | 3402852 | 120118 | None | PWD SR Volume-1, Pg No. 15 SI. No.2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.2.1) | Cum | 6601.35 | 6601.35 | 7.38 | False | None | None | False | None | False | 48717.963 | 0 | 3402853 | 120118 | None | 2.2.1 | Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a) | Cum | 528.11 | 528.11 | 7.38 | False | None | None | False | None | False | 3897.4518 | 0 | 3402854 | 120118 | None | PWD SR Volume-1, Pg No. 16 SI. No.2.4.2 | Providing 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) | Cum | 6639.15 | 6639.15 | 3.84 | False | None | None | False | None | False | 25494.336 | 0 | 3402855 | 120118 | None | 2.4.2 | Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8) | Cum | 4647.41 | 4647.41 | 1.56 | False | None | None | False | None | False | 7249.9596 | 0 | 3402856 | 120118 | None | 2.4.2 | Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a) | Cum | 3319.58 | 3319.58 | 2.28 | False | None | None | False | None | False | 7568.6424 | 0 | 3402857 | 120118 | None | PWD SR Volume-1, Pg No. 7 SI. No.1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD SR Volume-1, Pg No. 7/ SI. No.1.9) | Cum | 279.3 | 279.3 | 39.27 | False | None | None | False | None | False | 10968.111 | 0 | 3402858 | 120118 | None | PWD SR Volume-1, Pg No. 16 SI. No.2.5.1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.5.1) | Cum | 6961.5 | 6961.5 | 15.74 | False | None | None | False | None | False | 109574.01 | 0 | 3402859 | 120118 | None | 2.5.1 | Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7) | Cum | 4873.05 | 4873.05 | 2.86 | False | None | None | False | None | False | 13936.923 | 0 | 3402860 | 120118 | None | 2.5.1 | Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12) | Cum | 4176.9 | 4176.9 | 3.95 | False | None | None | False | None | False | 16498.755 | 0 | 3402861 | 120118 | None | 2.5.1 | Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13) | Cum | 3480.75 | 3480.75 | 8.84 | False | None | None | False | None | False | 30769.83 | 0 | 3402862 | 120118 | None | 2.5.1 | Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17) | Cum | 3132.68 | 3132.68 | 0.1 | False | None | None | False | None | False | 313.268 | 0 | 3402863 | 120118 | None | PWD 23-24 SR Vol-1, Pg No. 16 SI. No.2.4.1 | Providing 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) | Cum | 6724.2 | 6724.2 | 4.74 | False | None | None | False | None | False | 31872.708 | 0 | 3402864 | 120118 | None | PWD 23-24 SR Vol-1, Pg No. 18 SI. No.2.11a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (PWD 23-24 SR Vol-1, Pg No. 18/ SI. No.2.11a) | Tonne | 93929.85 | 93929.85 | 2.23 | False | None | None | False | None | False | 209463.5655 | 0 | 3402865 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 14 SI. No.6.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD 23-24 SR Vol-2, Pg No. 14/ SI. No.6.8) | Cum | 8367.45 | 8367.45 | 17.05 | False | None | None | False | None | False | 142665.0225 | 0 | 3402866 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 99 SI. No.12.12 | Providing 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) | Cum | 130412.1 | 130412.1 | 0.06 | False | None | None | False | None | False | 7824.726 | 0 | 3402867 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 104 SI. No.12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 104/ SI. No.12.51) | No | 1066.8 | 1066.8 | 1.0 | False | None | None | False | None | False | 1066.8 | 0 | 3402868 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 100 SI. No.12.16 | Providing 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) | Sqm | 7241.85 | 7241.85 | 2.52 | False | None | None | False | None | False | 18249.462 | 0 | 3402869 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 86 SI. No.11.31 | Providing 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) | Kgs | 120.75 | 120.75 | 116.64 | False | None | None | False | None | False | 14084.28 | 0 | 3402870 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84 | Providing & 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) | Sqm | 5274.15 | 5274.15 | 4.32 | False | None | None | False | None | False | 22784.328 | 0 | 3402871 | 120118 | None | PWD 23-24 SR Vol-2 Pg No. A-24 SI. No.394 | Galvanised 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) | Sqm | 294.0 | 294.0 | 6.48 | False | None | None | False | None | False | 1905.12 | 0 | 3402872 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 85 SI. No.11.30.1 | Providing & 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) | Sqm | 957.6 | 957.6 | 2.16 | False | None | None | False | None | False | 2068.416 | 0 | 3402873 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 64 SI. No.9.34 | Flooring 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) | Sqm | 1622.25 | 1622.25 | 61.35 | False | None | None | False | None | False | 99525.0375 | 0 | 3402874 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 41 SI. No.8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 41/ SI. No.8.1.2) | Sqm | 253.05 | 253.05 | 91.74 | False | None | None | False | None | False | 23214.807 | 0 | 3402875 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 50 SI. No.8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (PWD 23-24 SR Vol-2, Pg No. 50/ SI. No.8.51) | Sqm | 105.0 | 105.0 | 140.26 | False | None | None | False | None | False | 14727.3 | 0 | 3402876 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 44 SI. No.8.16a | Providing 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) | Sqm | 1299.9 | 1299.9 | 3.78 | False | None | None | False | None | False | 4913.622 | 0 | 3402877 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 42 SI. No.8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (PWD 23-24 SR Vol-2, Pg No. 42/ SI. No.8.2.2) | Sqm | 292.95 | 292.95 | 136.65 | False | None | None | False | None | False | 40031.6175 | 0 | 3402878 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 47 SI. No.8.33.3 | Painting 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) | Sqm | 145.95 | 145.95 | 6.48 | False | None | None | False | None | False | 945.756 | 0 | 3402879 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.2 | Painting 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) | Sqm | 144.9 | 144.9 | 8.06 | False | None | None | False | None | False | 1167.894 | 0 | 3402880 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.30 | Finishing 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) | Sqm | 182.7 | 182.7 | 136.65 | False | None | None | False | None | False | 24965.955 | 0 | 3402881 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.1 | Finishing 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) | Sqm | 165.9 | 165.9 | 139.23 | False | None | None | False | None | False | 23098.257 | 0 | 3402882 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 125 SI. No.13.47 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter (PWD 23-24 SR Vol-2, Pg No. 125/ SI. No.13.47) | m | 206.85 | 206.85 | 2.0 | False | None | None | False | None | False | 413.7 | 0 | 3402883 | 120118 | None | PWD 23-24 SR Vol-2, Pg No. 84 SI. No.11.26.1 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (PWD 23-24 SR Vol-2, Pg No. 84/ SI. No.11.26.1) | Kg | 144.9 | 144.9 | 125.0 | False | None | None | False | None | False | 18112.5 | 0 | 3402884 | 120118 | None | item1 | Providing and fixing Green board for class room (Quotation rate) | No | 8500.0 | 8500.0 | 1.0 | False | None | None | False | None | False | 8500.0 | 0 | 3402885 | 120118 | None | Item2 | KKRDB Board | No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
| 1719575598000 | 0 | None | None | Buildings | 1 Class Room at Govt HPS RMSA Kongali - Electrical | 37339.1 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3402886 | 120119 | None | PWD Ele. SR 2023-24, It No. 1.3.2 | Supplying 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) | Mtr | 80.0 | 80.0 | 50.0 | False | None | None | False | None | False | 4000.0 | 0 | 3402887 | 120119 | None | PWD Ele. SR 2023-24, It No. 2.3.3 | Wiring 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) | Mtr | 40.0 | 40.0 | 100.0 | False | None | None | False | None | False | 4000.0 | 0 | 3402888 | 120119 | None | PWD Ele. SR 2023-24, It No. 2.3.4 | Wiring 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) | Mtr | 87.0 | 87.0 | 50.0 | False | None | None | False | None | False | 4350.0 | 0 | 3402889 | 120119 | None | PWD Ele. SR 2023-24, It No. 3.4.2 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.4-5Way (PWD Ele. SR 2023-24, It No. 3.4.2) | Each | 138.0 | 138.0 | 1.0 | False | None | None | False | None | False | 138.0 | 0 | 3402890 | 120119 | None | PWD Ele. SR 2023-24, It No. 3.6.2 | Supplying 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
| Each | 175.0 | 175.0 | 1.0 | False | None | None | False | None | False | 175.0 | 0 | 3402891 | 120119 | None | PWD Ele. SR 2023-24, It No. 3.6.1 | Supplying 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
| Each | 88.0 | 88.0 | 12.0 | False | None | None | False | None | False | 1056.0 | 0 | 3402892 | 120119 | None | PWD Ele. SR 2023-24, It No. 3.6.3 | Supplying 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
| Each | 162.0 | 162.0 | 2.0 | False | None | None | False | None | False | 324.0 | 0 | 3402893 | 120119 | None | PWD Ele. SR 2023-24, It No. 3.6.4 | Supplying 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
| Each | 313.0 | 313.0 | 2.0 | False | None | None | False | None | False | 626.0 | 0 | 3402894 | 120119 | None | PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11 | Supplying 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
| Each | 249.0 | 249.0 | 1.0 | False | None | None | False | None | False | 249.0 | 0 | 3402895 | 120119 | None | PWD Ele. SR 2023-24, It No. 5.17.1 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1)
6-32Amps SP Each | Each | 523.0 | 523.0 | 1.0 | False | None | None | False | None | False | 523.0 | 0 | 3402896 | 120119 | None | PWD Ele. SR 2023-24, It No. 5.18.7 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS
enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7)
6 Way SP & N | Each | 1552.0 | 1552.0 | 1.0 | False | None | None | False | None | False | 1552.0 | 0 | 3402897 | 120119 | None | PWD Ele. SR 2023-24, It No. 5.42.2 | Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2)
16SWG | cm | 0.38 | 0.38 | 8500.0 | False | None | None | False | None | False | 3230.0 | 0 | 3402898 | 120119 | None | PWD Ele. SR 2023-24, It No. 6.1 | Earthing : 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)
Earthing | Each | 2999.7 | 2999.7 | 1.0 | False | None | None | False | None | False | 2999.7 | 0 | 3402899 | 120119 | None | PWD Ele. SR 2023-24, It No. 29.02 | Earth 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 Soil | Mtr | 260.0 | 260.0 | 5.0 | False | None | None | False | None | False | 1300.0 | 0 | 3402900 | 120119 | None | PWD Ele. SR 2023-24, It No. 6.4.4 | Supplying 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
| Mtr | 150.0 | 150.0 | 10.0 | False | None | None | False | None | False | 1500.0 | 0 | 3402901 | 120119 | None | PWD Ele. SR 2023-24, It No. 6.5.1 | Labour 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
| Mtr | 11.88 | 11.88 | 5.0 | False | None | None | False | None | False | 59.4 | 0 | 3402902 | 120119 | None | PWD Ele. SR 2023-24, It No. 7.3.1 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1)
| No | 2949.0 | 2949.0 | 2.0 | False | None | None | False | None | False | 5898.0 | 0 | 3402903 | 120119 | None | PWD Ele. SR 2023-24, It No. 14.9 | Fixing 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)
| No | 281.0 | 281.0 | 2.0 | False | None | None | False | None | False | 562.0 | 0 | 3402904 | 120119 | None | PWD Ele. SR 2023-24, It No. 11.3.2 | Supplying 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) | No | 740.0 | 740.0 | 6.0 | False | None | None | False | None | False | 4440.0 | 0 | 3402905 | 120119 | None | PWD Ele. SR 2023-24, It No. 12.3.2 | Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2)
On wall/ ceiling / Rafter / Girders Nos
| No | 119.0 | 119.0 | 3.0 | False | None | None | False | None | False | 357.0 | 0 |
| 1719575598000 | 0 | None | None | Buildings | 1 Class Room at Govt HS RMSA Kongali - Civil | 1991252.18 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3402906 | 120120 | None | PWD SR Volume-1, Pg No. 8 SI. No.1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (PWD SR Volume-1, Pg No. 8/ SI. No.1.12) | Cum | 99.75 | 99.75 | 18.75 | False | None | None | False | None | False | 1870.3125 | 0 | 3402907 | 120120 | None | PWD SR Volume-1, Pg No. 8 SI. No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 46.04 | False | None | None | False | None | False | 4930.884 | 0 | 3402908 | 120120 | None | PWD SR Volume-1, Pg No. 15 SI. No.2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.1.3) | Cum | 6288.45 | 6288.45 | 5.63 | False | None | None | False | None | False | 35403.9735 | 0 | 3402909 | 120120 | None | PWD SR Volume-2, Pg No. 9 SI. No.5.3 | Providing 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) | Cum | 6515.25 | 6515.25 | 8.85 | False | None | None | False | None | False | 57659.9625 | 0 | 3402910 | 120120 | None | PWD SR Volume-2, Pg No. 9 SI. No.5.6 | Providing 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) | Cum | 6770.4 | 6770.4 | 12.8 | False | None | None | False | None | False | 86661.12 | 0 | 3402911 | 120120 | None | PWD SR Volume-1, Pg No. 15 SI. No.2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.2.1) | Cum | 6601.35 | 6601.35 | 9.83 | False | None | None | False | None | False | 64891.2705 | 0 | 3402912 | 120120 | None | 2.2.1 | Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a) | Cum | 528.11 | 528.11 | 9.83 | False | None | None | False | None | False | 5191.3213 | 0 | 3402913 | 120120 | None | PWD SR Volume-1, Pg No. 16 SI. No.2.4.2 | Providing 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) | Cum | 6639.15 | 6639.15 | 5.95 | False | None | None | False | None | False | 39502.9425 | 0 | 3402914 | 120120 | None | 2.4.2 | Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8) | Cum | 4647.41 | 4647.41 | 2.08 | False | None | None | False | None | False | 9666.6128 | 0 | 3402915 | 120120 | None | 2.4.2 | Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a) | Cum | 3319.58 | 3319.58 | 3.87 | False | None | None | False | None | False | 12846.7746 | 0 | 3402916 | 120120 | None | PWD SR Volume-1, Pg No. 7 SI. No.1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD SR Volume-1, Pg No. 7/ SI. No.1.9) | Cum | 279.3 | 279.3 | 75.12 | False | None | None | False | None | False | 20981.016 | 0 | 3402917 | 120120 | None | PWD SR Volume-1, Pg No. 16 SI. No.2.5.1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.5.1) | Cum | 6961.5 | 6961.5 | 28.45 | False | None | None | False | None | False | 198054.675 | 0 | 3402918 | 120120 | None | 2.5.1 | Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7) | Cum | 4873.05 | 4873.05 | 4.8 | False | None | None | False | None | False | 23390.64 | 0 | 3402919 | 120120 | None | 2.5.1 | Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12) | Cum | 4176.9 | 4176.9 | 6.49 | False | None | None | False | None | False | 27108.081 | 0 | 3402920 | 120120 | None | 2.5.1 | Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13) | Cum | 3480.75 | 3480.75 | 17.04 | False | None | None | False | None | False | 59311.98 | 0 | 3402921 | 120120 | None | 2.5.1 | Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17) | Cum | 3132.68 | 3132.68 | 0.12 | False | None | None | False | None | False | 375.9216 | 0 | 3402922 | 120120 | None | PWD 23-24 SR Vol-1, Pg No. 16 SI. No.2.4.1 | Providing 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) | Cum | 6724.2 | 6724.2 | 8.28 | False | None | None | False | None | False | 55676.376 | 0 | 3402923 | 120120 | None | PWD 23-24 SR Vol-1, Pg No. 18 SI. No.2.11a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (PWD 23-24 SR Vol-1, Pg No. 18/ SI. No.2.11a) | Tonne | 93929.85 | 93929.85 | 3.78 | False | None | None | False | None | False | 355054.833 | 0 | 3402924 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 14 SI. No.6.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD 23-24 SR Vol-2, Pg No. 14/ SI. No.6.8) | Cum | 8367.45 | 8367.45 | 35.42 | False | None | None | False | None | False | 296375.079 | 0 | 3402925 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 99 SI. No.12.12 | Providing 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) | Cum | 130412.1 | 130412.1 | 0.13 | False | None | None | False | None | False | 16953.573 | 0 | 3402926 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 104 SI. No.12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 104/ SI. No.12.51) | No | 1066.8 | 1066.8 | 2.0 | False | None | None | False | None | False | 2133.6 | 0 | 3402927 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 100 SI. No.12.16 | Providing 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) | Sqm | 7241.85 | 7241.85 | 5.04 | False | None | None | False | None | False | 36498.924 | 0 | 3402928 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 86 SI. No.11.31 | Providing 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) | Kgs | 120.75 | 120.75 | 136.08 | False | None | None | False | None | False | 16431.66 | 0 | 3402929 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84 | Providing & 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) | Sqm | 5274.15 | 5274.15 | 5.4 | False | None | None | False | None | False | 28480.41 | 0 | 3402930 | 120120 | None | PWD 23-24 SR Vol-2 Pg No. A-24 SI. No.394 | Galvanised 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) | Sqm | 294.0 | 294.0 | 7.56 | False | None | None | False | None | False | 2222.64 | 0 | 3402931 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 85 SI. No.11.30.1 | Providing & 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) | Sqm | 957.6 | 957.6 | 2.16 | False | None | None | False | None | False | 2068.416 | 0 | 3402932 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 64 SI. No.9.34 | Flooring 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) | Sqm | 1622.25 | 1622.25 | 109.71 | False | None | None | False | None | False | 177977.0475 | 0 | 3402933 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 41 SI. No.8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 41/ SI. No.8.1.2) | Sqm | 253.05 | 253.05 | 198.06 | False | None | None | False | None | False | 50119.083 | 0 | 3402934 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 50 SI. No.8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (PWD 23-24 SR Vol-2, Pg No. 50/ SI. No.8.51) | Sqm | 105.0 | 105.0 | 271.53 | False | None | None | False | None | False | 28510.65 | 0 | 3402935 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 44 SI. No.8.16a | Providing 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) | Sqm | 1299.9 | 1299.9 | 11.28 | False | None | None | False | None | False | 14662.872 | 0 | 3402936 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 42 SI. No.8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (PWD 23-24 SR Vol-2, Pg No. 42/ SI. No.8.2.2) | Sqm | 292.95 | 292.95 | 218.95 | False | None | None | False | None | False | 64141.4025 | 0 | 3402937 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 47 SI. No.8.33.3 | Painting 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) | Sqm | 145.95 | 145.95 | 7.56 | False | None | None | False | None | False | 1103.382 | 0 | 3402938 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.2 | Painting 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) | Sqm | 144.9 | 144.9 | 16.13 | False | None | None | False | None | False | 2337.237 | 0 | 3402939 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.30 | Finishing 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) | Sqm | 182.7 | 182.7 | 218.95 | False | None | None | False | None | False | 40002.165 | 0 | 3402940 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.1 | Finishing 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) | Sqm | 165.9 | 165.9 | 271.53 | False | None | None | False | None | False | 45046.827 | 0 | 3402941 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 125 SI. No.13.47 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter (PWD 23-24 SR Vol-2, Pg No. 125/ SI. No.13.47) | m | 206.85 | 206.85 | 2.0 | False | None | None | False | None | False | 413.7 | 0 | 3402942 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 84 SI. No.11.26.1 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (PWD 23-24 SR Vol-2, Pg No. 84/ SI. No.11.26.1) | Kg | 144.9 | 144.9 | 135.0 | False | None | None | False | None | False | 19561.5 | 0 | 3402943 | 120120 | None | item1 | Providing and fixing Green board for class room (Quotation rate) | No | 8500.0 | 8500.0 | 1.0 | False | None | None | False | None | False | 8500.0 | 0 | 3402944 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 82 SI. No.11.16.1 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD 23-24 SR Vol-2, Pg No. 82/ SI. No.11.16.1) | Kgs | 142.8 | 142.8 | 33.75 | False | None | None | False | None | False | 4819.5 | 0 | 3402945 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 26 SI. No.7.38 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by 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) | Sqm | 596.4 | 596.4 | 22.75 | False | None | None | False | None | False | 13568.1 | 0 | 3402946 | 120120 | None | PWD 23-24 SR Vol-2, Pg No. 77 SI. No.11.30 | Providing 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) | Sqm | 8689.8 | 8689.8 | 6.3 | False | None | None | False | None | False | 54745.74 | 0 | 3402947 | 120120 | None | Item2 | KKRDB Board | No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
| 1719575598000 | 0 | None | None | Buildings | 1 Class Room at Govt HS RMSA Kongali - Electrical | 38317.1 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3402948 | 120121 | None | PWD Ele. SR 2023-24, It No. 1.3.2 | Supplying 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) | Mtr | 80.0 | 80.0 | 50.0 | False | None | None | False | None | False | 4000.0 | 0 | 3402949 | 120121 | None | PWD Ele. SR 2023-24, It No. 2.3.3 | Wiring 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) | Mtr | 40.0 | 40.0 | 100.0 | False | None | None | False | None | False | 4000.0 | 0 | 3402950 | 120121 | None | PWD Ele. SR 2023-24, It No. 2.3.4 | Wiring 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) | Mtr | 87.0 | 87.0 | 50.0 | False | None | None | False | None | False | 4350.0 | 0 | 3402951 | 120121 | None | PWD Ele. SR 2023-24, It No. 3.4.2 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.4-5Way (PWD Ele. SR 2023-24, It No. 3.4.2) | Each | 138.0 | 138.0 | 1.0 | False | None | None | False | None | False | 138.0 | 0 | 3402952 | 120121 | None | PWD Ele. SR 2023-24, It No. 3.6.2 | Supplying 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
| Each | 175.0 | 175.0 | 1.0 | False | None | None | False | None | False | 175.0 | 0 | 3402953 | 120121 | None | PWD Ele. SR 2023-24, It No. 3.6.1 | Supplying 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
| Each | 88.0 | 88.0 | 12.0 | False | None | None | False | None | False | 1056.0 | 0 | 3402954 | 120121 | None | PWD Ele. SR 2023-24, It No. 3.6.3 | Supplying 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
| Each | 162.0 | 162.0 | 2.0 | False | None | None | False | None | False | 324.0 | 0 | 3402955 | 120121 | None | PWD Ele. SR 2023-24, It No. 3.6.4 | Supplying 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
| Each | 313.0 | 313.0 | 2.0 | False | None | None | False | None | False | 626.0 | 0 | 3402956 | 120121 | None | PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11 | Supplying 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
| Each | 249.0 | 249.0 | 1.0 | False | None | None | False | None | False | 249.0 | 0 | 3402957 | 120121 | None | PWD Ele. SR 2023-24, It No. 5.17.1 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1)
6-32Amps SP Each | Each | 523.0 | 523.0 | 1.0 | False | None | None | False | None | False | 523.0 | 0 | 3402958 | 120121 | None | PWD Ele. SR 2023-24, It No. 5.18.7 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS
enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7)
6 Way SP & N | Each | 1552.0 | 1552.0 | 1.0 | False | None | None | False | None | False | 1552.0 | 0 | 3402959 | 120121 | None | PWD Ele. SR 2023-24, It No. 5.42.2 | Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2)
16SWG | cm | 0.38 | 0.38 | 8500.0 | False | None | None | False | None | False | 3230.0 | 0 | 3402960 | 120121 | None | PWD Ele. SR 2023-24, It No. 6.1 | Earthing : 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)
Earthing | Each | 2999.7 | 2999.7 | 1.0 | False | None | None | False | None | False | 2999.7 | 0 | 3402961 | 120121 | None | PWD Ele. SR 2023-24, It No. 29.02 | Earth 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 Soil | Mtr | 260.0 | 260.0 | 5.0 | False | None | None | False | None | False | 1300.0 | 0 | 3402962 | 120121 | None | PWD Ele. SR 2023-24, It No. 6.4.4 | Supplying 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
| Mtr | 150.0 | 150.0 | 10.0 | False | None | None | False | None | False | 1500.0 | 0 | 3402963 | 120121 | None | PWD Ele. SR 2023-24, It No. 6.5.1 | Labour 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
| Mtr | 11.88 | 11.88 | 5.0 | False | None | None | False | None | False | 59.4 | 0 | 3402964 | 120121 | None | PWD Ele. SR 2023-24, It No. 7.3.1 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1)
| No | 2949.0 | 2949.0 | 2.0 | False | None | None | False | None | False | 5898.0 | 0 | 3402965 | 120121 | None | PWD Ele. SR 2023-24, It No. 14.9 | Fixing 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)
| No | 281.0 | 281.0 | 2.0 | False | None | None | False | None | False | 562.0 | 0 | 3402966 | 120121 | None | PWD Ele. SR 2023-24, It No. 11.3.2 | Supplying 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) | No | 740.0 | 740.0 | 7.0 | False | None | None | False | None | False | 5180.0 | 0 | 3402967 | 120121 | None | PWD Ele. SR 2023-24, It No. 12.3.2 | Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2)
On wall/ ceiling / Rafter / Girders Nos
| No | 119.0 | 119.0 | 5.0 | False | None | None | False | None | False | 595.0 | 0 |
| 1719575598000 | 0 | None | None | Buildings | 1 Class Room at Govt HPS Garma Thanda - Civil | 1102788.01 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3402968 | 120122 | None | PWD SR Volume-1, Pg No. 8 SI. No.1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (PWD SR Volume-1, Pg No. 8/ SI. No.1.12) | Cum | 99.75 | 99.75 | 9.14 | False | None | None | False | None | False | 911.715 | 0 | 3402969 | 120122 | None | PWD SR Volume-1, Pg No. 8 SI. No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 32.74 | False | None | None | False | None | False | 3506.454 | 0 | 3402970 | 120122 | None | PWD SR Volume-1, Pg No. 15 SI. No.2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.1.3) | Cum | 6288.45 | 6288.45 | 3.39 | False | None | None | False | None | False | 21317.8455 | 0 | 3402971 | 120122 | None | PWD SR Volume-2, Pg No. 9 SI. No.5.3 | Providing 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) | Cum | 6515.25 | 6515.25 | 5.17 | False | None | None | False | None | False | 33683.8425 | 0 | 3402972 | 120122 | None | PWD SR Volume-2, Pg No. 9 SI. No.5.6 | Providing 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) | Cum | 6770.4 | 6770.4 | 7.5 | False | None | None | False | None | False | 50778.0 | 0 | 3402973 | 120122 | None | PWD SR Volume-1, Pg No. 15 SI. No.2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.2.1) | Cum | 6601.35 | 6601.35 | 7.38 | False | None | None | False | None | False | 48717.963 | 0 | 3402974 | 120122 | None | 2.2.1 | Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a) | Cum | 528.11 | 528.11 | 7.38 | False | None | None | False | None | False | 3897.4518 | 0 | 3402975 | 120122 | None | PWD SR Volume-1, Pg No. 16 SI. No.2.4.2 | Providing 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) | Cum | 6639.15 | 6639.15 | 3.84 | False | None | None | False | None | False | 25494.336 | 0 | 3402976 | 120122 | None | 2.4.2 | Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8) | Cum | 4647.41 | 4647.41 | 1.56 | False | None | None | False | None | False | 7249.9596 | 0 | 3402977 | 120122 | None | 2.4.2 | Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a) | Cum | 3319.58 | 3319.58 | 2.28 | False | None | None | False | None | False | 7568.6424 | 0 | 3402978 | 120122 | None | PWD SR Volume-1, Pg No. 7 SI. No.1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD SR Volume-1, Pg No. 7/ SI. No.1.9) | Cum | 279.3 | 279.3 | 39.27 | False | None | None | False | None | False | 10968.111 | 0 | 3402979 | 120122 | None | PWD SR Volume-1, Pg No. 16 SI. No.2.5.1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.5.1) | Cum | 6961.5 | 6961.5 | 15.74 | False | None | None | False | None | False | 109574.01 | 0 | 3402980 | 120122 | None | 2.5.1 | Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7) | Cum | 4873.05 | 4873.05 | 2.86 | False | None | None | False | None | False | 13936.923 | 0 | 3402981 | 120122 | None | 2.5.1 | Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12) | Cum | 4176.9 | 4176.9 | 3.95 | False | None | None | False | None | False | 16498.755 | 0 | 3402982 | 120122 | None | 2.5.1 | Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13) | Cum | 3480.75 | 3480.75 | 8.84 | False | None | None | False | None | False | 30769.83 | 0 | 3402983 | 120122 | None | 2.5.1 | Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17) | Cum | 3132.68 | 3132.68 | 0.1 | False | None | None | False | None | False | 313.268 | 0 | 3402984 | 120122 | None | PWD 23-24 SR Vol-1, Pg No. 16 SI. No.2.4.1 | Providing 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) | Cum | 6724.2 | 6724.2 | 4.74 | False | None | None | False | None | False | 31872.708 | 0 | 3402985 | 120122 | None | PWD 23-24 SR Vol-1, Pg No. 18 SI. No.2.11a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (PWD 23-24 SR Vol-1, Pg No. 18/ SI. No.2.11a) | Tonne | 93929.85 | 93929.85 | 2.23 | False | None | None | False | None | False | 209463.5655 | 0 | 3402986 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 14 SI. No.6.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD 23-24 SR Vol-2, Pg No. 14/ SI. No.6.8) | Cum | 8367.45 | 8367.45 | 17.05 | False | None | None | False | None | False | 142665.0225 | 0 | 3402987 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 99 SI. No.12.12 | Providing 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) | Cum | 130412.1 | 130412.1 | 0.06 | False | None | None | False | None | False | 7824.726 | 0 | 3402988 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 104 SI. No.12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 104/ SI. No.12.51) | No | 1066.8 | 1066.8 | 1.0 | False | None | None | False | None | False | 1066.8 | 0 | 3402989 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 100 SI. No.12.16 | Providing 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) | Sqm | 7241.85 | 7241.85 | 2.52 | False | None | None | False | None | False | 18249.462 | 0 | 3402990 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 86 SI. No.11.31 | Providing 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) | Kgs | 120.75 | 120.75 | 116.64 | False | None | None | False | None | False | 14084.28 | 0 | 3402991 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84 | Providing & 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) | Sqm | 5274.15 | 5274.15 | 4.32 | False | None | None | False | None | False | 22784.328 | 0 | 3402992 | 120122 | None | PWD 23-24 SR Vol-2 Pg No. A-24 SI. No.394 | Galvanised 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) | Sqm | 294.0 | 294.0 | 6.48 | False | None | None | False | None | False | 1905.12 | 0 | 3402993 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 85 SI. No.11.30.1 | Providing & 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) | Sqm | 957.6 | 957.6 | 2.16 | False | None | None | False | None | False | 2068.416 | 0 | 3402994 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 64 SI. No.9.34 | Flooring 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) | Sqm | 1622.25 | 1622.25 | 61.35 | False | None | None | False | None | False | 99525.0375 | 0 | 3402995 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 41 SI. No.8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 41/ SI. No.8.1.2) | Sqm | 253.05 | 253.05 | 91.74 | False | None | None | False | None | False | 23214.807 | 0 | 3402996 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 50 SI. No.8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (PWD 23-24 SR Vol-2, Pg No. 50/ SI. No.8.51) | Sqm | 105.0 | 105.0 | 140.26 | False | None | None | False | None | False | 14727.3 | 0 | 3402997 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 44 SI. No.8.16a | Providing 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) | Sqm | 1299.9 | 1299.9 | 3.78 | False | None | None | False | None | False | 4913.622 | 0 | 3402998 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 42 SI. No.8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (PWD 23-24 SR Vol-2, Pg No. 42/ SI. No.8.2.2) | Sqm | 292.95 | 292.95 | 136.65 | False | None | None | False | None | False | 40031.6175 | 0 | 3402999 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 47 SI. No.8.33.3 | Painting 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) | Sqm | 145.95 | 145.95 | 6.48 | False | None | None | False | None | False | 945.756 | 0 | 3403000 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.2 | Painting 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) | Sqm | 144.9 | 144.9 | 8.06 | False | None | None | False | None | False | 1167.894 | 0 | 3403001 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.30 | Finishing 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) | Sqm | 182.7 | 182.7 | 136.65 | False | None | None | False | None | False | 24965.955 | 0 | 3403002 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.1 | Finishing 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) | Sqm | 165.9 | 165.9 | 139.23 | False | None | None | False | None | False | 23098.257 | 0 | 3403003 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 125 SI. No.13.47 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter (PWD 23-24 SR Vol-2, Pg No. 125/ SI. No.13.47) | m | 206.85 | 206.85 | 2.0 | False | None | None | False | None | False | 413.7 | 0 | 3403004 | 120122 | None | PWD 23-24 SR Vol-2, Pg No. 84 SI. No.11.26.1 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (PWD 23-24 SR Vol-2, Pg No. 84/ SI. No.11.26.1) | Kg | 144.9 | 144.9 | 125.0 | False | None | None | False | None | False | 18112.5 | 0 | 3403005 | 120122 | None | item1 | Providing and fixing Green board for class room (Quotation rate) | No | 8500.0 | 8500.0 | 1.0 | False | None | None | False | None | False | 8500.0 | 0 | 3403006 | 120122 | None | Item2 | KKRDB Board | No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
| 1719575598000 | 0 | None | None | Buildings | 1 Class Room at Govt HPS Garma Thanda - Electrical | 37339.1 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3403007 | 120123 | None | PWD Ele. SR 2023-24, It No. 1.3.2 | Supplying 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) | Mtr | 80.0 | 80.0 | 50.0 | False | None | None | False | None | False | 4000.0 | 0 | 3403008 | 120123 | None | PWD Ele. SR 2023-24, It No. 2.3.3 | Wiring 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) | Mtr | 40.0 | 40.0 | 100.0 | False | None | None | False | None | False | 4000.0 | 0 | 3403009 | 120123 | None | PWD Ele. SR 2023-24, It No. 2.3.4 | Wiring 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) | Mtr | 87.0 | 87.0 | 50.0 | False | None | None | False | None | False | 4350.0 | 0 | 3403010 | 120123 | None | PWD Ele. SR 2023-24, It No. 3.4.2 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.4-5Way (PWD Ele. SR 2023-24, It No. 3.4.2) | Each | 138.0 | 138.0 | 1.0 | False | None | None | False | None | False | 138.0 | 0 | 3403011 | 120123 | None | PWD Ele. SR 2023-24, It No. 3.6.2 | Supplying 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
| Each | 175.0 | 175.0 | 1.0 | False | None | None | False | None | False | 175.0 | 0 | 3403012 | 120123 | None | PWD Ele. SR 2023-24, It No. 3.6.1 | Supplying 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
| Each | 88.0 | 88.0 | 12.0 | False | None | None | False | None | False | 1056.0 | 0 | 3403013 | 120123 | None | PWD Ele. SR 2023-24, It No. 3.6.3 | Supplying 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
| Each | 162.0 | 162.0 | 2.0 | False | None | None | False | None | False | 324.0 | 0 | 3403014 | 120123 | None | PWD Ele. SR 2023-24, It No. 3.6.4 | Supplying 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
| Each | 313.0 | 313.0 | 2.0 | False | None | None | False | None | False | 626.0 | 0 | 3403015 | 120123 | None | PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11 | Supplying 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
| Each | 249.0 | 249.0 | 1.0 | False | None | None | False | None | False | 249.0 | 0 | 3403016 | 120123 | None | PWD Ele. SR 2023-24, It No. 5.17.1 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1)
6-32Amps SP Each | Each | 523.0 | 523.0 | 1.0 | False | None | None | False | None | False | 523.0 | 0 | 3403017 | 120123 | None | PWD Ele. SR 2023-24, It No. 5.18.7 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS
enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7)
6 Way SP & N | Each | 1552.0 | 1552.0 | 1.0 | False | None | None | False | None | False | 1552.0 | 0 | 3403018 | 120123 | None | PWD Ele. SR 2023-24, It No. 5.42.2 | Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2)
16SWG | cm | 0.38 | 0.38 | 8500.0 | False | None | None | False | None | False | 3230.0 | 0 | 3403019 | 120123 | None | PWD Ele. SR 2023-24, It No. 6.1 | Earthing : 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)
Earthing | Each | 2999.7 | 2999.7 | 1.0 | False | None | None | False | None | False | 2999.7 | 0 | 3403020 | 120123 | None | PWD Ele. SR 2023-24, It No. 29.02 | Earth 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 Soil | Mtr | 260.0 | 260.0 | 5.0 | False | None | None | False | None | False | 1300.0 | 0 | 3403021 | 120123 | None | PWD Ele. SR 2023-24, It No. 6.4.4 | Supplying 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
| Mtr | 150.0 | 150.0 | 10.0 | False | None | None | False | None | False | 1500.0 | 0 | 3403022 | 120123 | None | PWD Ele. SR 2023-24, It No. 6.5.1 | Labour 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
| Mtr | 11.88 | 11.88 | 5.0 | False | None | None | False | None | False | 59.4 | 0 | 3403023 | 120123 | None | PWD Ele. SR 2023-24, It No. 7.3.1 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1)
| No | 2949.0 | 2949.0 | 2.0 | False | None | None | False | None | False | 5898.0 | 0 | 3403024 | 120123 | None | PWD Ele. SR 2023-24, It No. 14.9 | Fixing 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)
| No | 281.0 | 281.0 | 2.0 | False | None | None | False | None | False | 562.0 | 0 | 3403025 | 120123 | None | PWD Ele. SR 2023-24, It No. 11.3.2 | Supplying 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) | No | 740.0 | 740.0 | 6.0 | False | None | None | False | None | False | 4440.0 | 0 | 3403026 | 120123 | None | PWD Ele. SR 2023-24, It No. 12.3.2 | Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2)
On wall/ ceiling / Rafter / Girders Nos
| No | 119.0 | 119.0 | 3.0 | False | None | None | False | None | False | 357.0 | 0 |
| 1719575598000 | 0 | None | None | Buildings | 1 Class Room at Govt HPS Rachappa Goudgaon - Civil | 1102788.01 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3403027 | 120124 | None | PWD SR Volume-1, Pg No. 8 SI. No.1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (PWD SR Volume-1, Pg No. 8/ SI. No.1.12) | Cum | 99.75 | 99.75 | 9.14 | False | None | None | False | None | False | 911.715 | 0 | 3403028 | 120124 | None | PWD SR Volume-1, Pg No. 8 SI. No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 32.74 | False | None | None | False | None | False | 3506.454 | 0 | 3403029 | 120124 | None | PWD SR Volume-1, Pg No. 15 SI. No.2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.1.3) | Cum | 6288.45 | 6288.45 | 3.39 | False | None | None | False | None | False | 21317.8455 | 0 | 3403030 | 120124 | None | PWD SR Volume-2, Pg No. 9 SI. No.5.3 | Providing 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) | Cum | 6515.25 | 6515.25 | 5.17 | False | None | None | False | None | False | 33683.8425 | 0 | 3403031 | 120124 | None | PWD SR Volume-2, Pg No. 9 SI. No.5.6 | Providing 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) | Cum | 6770.4 | 6770.4 | 7.5 | False | None | None | False | None | False | 50778.0 | 0 | 3403032 | 120124 | None | PWD SR Volume-1, Pg No. 15 SI. No.2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 15/ SI. No.2.2.1) | Cum | 6601.35 | 6601.35 | 7.38 | False | None | None | False | None | False | 48717.963 | 0 | 3403033 | 120124 | None | 2.2.1 | Formwark for Footings Isolated @ 8% (PWD SR Volume-1, Pg No. 29/ SI. No.1a) | Cum | 528.11 | 528.11 | 7.38 | False | None | None | False | None | False | 3897.4518 | 0 | 3403034 | 120124 | None | PWD SR Volume-1, Pg No. 16 SI. No.2.4.2 | Providing 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) | Cum | 6639.15 | 6639.15 | 3.84 | False | None | None | False | None | False | 25494.336 | 0 | 3403035 | 120124 | None | 2.4.2 | Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.8) | Cum | 4647.41 | 4647.41 | 1.56 | False | None | None | False | None | False | 7249.9596 | 0 | 3403036 | 120124 | None | 2.4.2 | Formwark for Plinth beams of Buildings @ 50% (PWD SR Volume-1, Pg No. 29/ SI. No.1a) | Cum | 3319.58 | 3319.58 | 2.28 | False | None | None | False | None | False | 7568.6424 | 0 | 3403037 | 120124 | None | PWD SR Volume-1, Pg No. 7 SI. No.1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD SR Volume-1, Pg No. 7/ SI. No.1.9) | Cum | 279.3 | 279.3 | 39.27 | False | None | None | False | None | False | 10968.111 | 0 | 3403038 | 120124 | None | PWD SR Volume-1, Pg No. 16 SI. No.2.5.1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.5.1) | Cum | 6961.5 | 6961.5 | 15.74 | False | None | None | False | None | False | 109574.01 | 0 | 3403039 | 120124 | None | 2.5.1 | Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7) | Cum | 4873.05 | 4873.05 | 2.86 | False | None | None | False | None | False | 13936.923 | 0 | 3403040 | 120124 | None | 2.5.1 | Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12) | Cum | 4176.9 | 4176.9 | 3.95 | False | None | None | False | None | False | 16498.755 | 0 | 3403041 | 120124 | None | 2.5.1 | Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13) | Cum | 3480.75 | 3480.75 | 8.84 | False | None | None | False | None | False | 30769.83 | 0 | 3403042 | 120124 | None | 2.5.1 | Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17) | Cum | 3132.68 | 3132.68 | 0.1 | False | None | None | False | None | False | 313.268 | 0 | 3403043 | 120124 | None | PWD 23-24 SR Vol-1, Pg No. 16 SI. No.2.4.1 | Providing 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) | Cum | 6724.2 | 6724.2 | 4.74 | False | None | None | False | None | False | 31872.708 | 0 | 3403044 | 120124 | None | PWD 23-24 SR Vol-1, Pg No. 18 SI. No.2.11a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (PWD 23-24 SR Vol-1, Pg No. 18/ SI. No.2.11a) | Tonne | 93929.85 | 93929.85 | 2.23 | False | None | None | False | None | False | 209463.5655 | 0 | 3403045 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 14 SI. No.6.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD 23-24 SR Vol-2, Pg No. 14/ SI. No.6.8) | Cum | 8367.45 | 8367.45 | 17.05 | False | None | None | False | None | False | 142665.0225 | 0 | 3403046 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 99 SI. No.12.12 | Providing 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) | Cum | 130412.1 | 130412.1 | 0.06 | False | None | None | False | None | False | 7824.726 | 0 | 3403047 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 104 SI. No.12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 104/ SI. No.12.51) | No | 1066.8 | 1066.8 | 1.0 | False | None | None | False | None | False | 1066.8 | 0 | 3403048 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 100 SI. No.12.16 | Providing 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) | Sqm | 7241.85 | 7241.85 | 2.52 | False | None | None | False | None | False | 18249.462 | 0 | 3403049 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 86 SI. No.11.31 | Providing 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) | Kgs | 120.75 | 120.75 | 116.64 | False | None | None | False | None | False | 14084.28 | 0 | 3403050 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84 | Providing & 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) | Sqm | 5274.15 | 5274.15 | 4.32 | False | None | None | False | None | False | 22784.328 | 0 | 3403051 | 120124 | None | PWD 23-24 SR Vol-2 Pg No. A-24 SI. No.394 | Galvanised 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) | Sqm | 294.0 | 294.0 | 6.48 | False | None | None | False | None | False | 1905.12 | 0 | 3403052 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 85 SI. No.11.30.1 | Providing & 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) | Sqm | 957.6 | 957.6 | 2.16 | False | None | None | False | None | False | 2068.416 | 0 | 3403053 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 64 SI. No.9.34 | Flooring 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) | Sqm | 1622.25 | 1622.25 | 61.35 | False | None | None | False | None | False | 99525.0375 | 0 | 3403054 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 41 SI. No.8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 41/ SI. No.8.1.2) | Sqm | 253.05 | 253.05 | 91.74 | False | None | None | False | None | False | 23214.807 | 0 | 3403055 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 50 SI. No.8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (PWD 23-24 SR Vol-2, Pg No. 50/ SI. No.8.51) | Sqm | 105.0 | 105.0 | 140.26 | False | None | None | False | None | False | 14727.3 | 0 | 3403056 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 44 SI. No.8.16a | Providing 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) | Sqm | 1299.9 | 1299.9 | 3.78 | False | None | None | False | None | False | 4913.622 | 0 | 3403057 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 42 SI. No.8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (PWD 23-24 SR Vol-2, Pg No. 42/ SI. No.8.2.2) | Sqm | 292.95 | 292.95 | 136.65 | False | None | None | False | None | False | 40031.6175 | 0 | 3403058 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 47 SI. No.8.33.3 | Painting 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) | Sqm | 145.95 | 145.95 | 6.48 | False | None | None | False | None | False | 945.756 | 0 | 3403059 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.2 | Painting 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) | Sqm | 144.9 | 144.9 | 8.06 | False | None | None | False | None | False | 1167.894 | 0 | 3403060 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.30 | Finishing 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) | Sqm | 182.7 | 182.7 | 136.65 | False | None | None | False | None | False | 24965.955 | 0 | 3403061 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.1 | Finishing 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) | Sqm | 165.9 | 165.9 | 139.23 | False | None | None | False | None | False | 23098.257 | 0 | 3403062 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 125 SI. No.13.47 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter (PWD 23-24 SR Vol-2, Pg No. 125/ SI. No.13.47) | m | 206.85 | 206.85 | 2.0 | False | None | None | False | None | False | 413.7 | 0 | 3403063 | 120124 | None | PWD 23-24 SR Vol-2, Pg No. 84 SI. No.11.26.1 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (PWD 23-24 SR Vol-2, Pg No. 84/ SI. No.11.26.1) | Kg | 144.9 | 144.9 | 125.0 | False | None | None | False | None | False | 18112.5 | 0 | 3403064 | 120124 | None | item1 | Providing and fixing Green board for class room (Quotation rate) | No | 8500.0 | 8500.0 | 1.0 | False | None | None | False | None | False | 8500.0 | 0 | 3403065 | 120124 | None | Item2 | KKRDB Board | No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
| 1719575598000 | 0 | None | None | Buildings | 1 Class Room at Govt HPS Rachappa Goudgaon - Electrical | 37339.1 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3403066 | 120125 | None | PWD Ele. SR 2023-24, It No. 1.3.2 | Supplying 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) | Mtr | 80.0 | 80.0 | 50.0 | False | None | None | False | None | False | 4000.0 | 0 | 3403067 | 120125 | None | PWD Ele. SR 2023-24, It No. 2.3.3 | Wiring 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) | Mtr | 40.0 | 40.0 | 100.0 | False | None | None | False | None | False | 4000.0 | 0 | 3403068 | 120125 | None | PWD Ele. SR 2023-24, It No. 2.3.4 | Wiring 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) | Mtr | 87.0 | 87.0 | 50.0 | False | None | None | False | None | False | 4350.0 | 0 | 3403069 | 120125 | None | PWD Ele. SR 2023-24, It No. 3.4.2 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.4-5Way (PWD Ele. SR 2023-24, It No. 3.4.2) | Each | 138.0 | 138.0 | 1.0 | False | None | None | False | None | False | 138.0 | 0 | 3403070 | 120125 | None | PWD Ele. SR 2023-24, It No. 3.6.2 | Supplying 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
| Each | 175.0 | 175.0 | 1.0 | False | None | None | False | None | False | 175.0 | 0 | 3403071 | 120125 | None | PWD Ele. SR 2023-24, It No. 3.6.1 | Supplying 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
| Each | 88.0 | 88.0 | 12.0 | False | None | None | False | None | False | 1056.0 | 0 | 3403072 | 120125 | None | PWD Ele. SR 2023-24, It No. 3.6.3 | Supplying 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
| Each | 162.0 | 162.0 | 2.0 | False | None | None | False | None | False | 324.0 | 0 | 3403073 | 120125 | None | PWD Ele. SR 2023-24, It No. 3.6.4 | Supplying 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
| Each | 313.0 | 313.0 | 2.0 | False | None | None | False | None | False | 626.0 | 0 | 3403074 | 120125 | None | PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11 | Supplying 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
| Each | 249.0 | 249.0 | 1.0 | False | None | None | False | None | False | 249.0 | 0 | 3403075 | 120125 | None | PWD Ele. SR 2023-24, It No. 5.17.1 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1)
6-32Amps SP Each | Each | 523.0 | 523.0 | 1.0 | False | None | None | False | None | False | 523.0 | 0 | 3403076 | 120125 | None | PWD Ele. SR 2023-24, It No. 5.18.7 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS
enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7)
6 Way SP & N | Each | 1552.0 | 1552.0 | 1.0 | False | None | None | False | None | False | 1552.0 | 0 | 3403077 | 120125 | None | PWD Ele. SR 2023-24, It No. 5.42.2 | Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2)
16SWG | cm | 0.38 | 0.38 | 8500.0 | False | None | None | False | None | False | 3230.0 | 0 | 3403078 | 120125 | None | PWD Ele. SR 2023-24, It No. 6.1 | Earthing : 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)
Earthing | Each | 2999.7 | 2999.7 | 1.0 | False | None | None | False | None | False | 2999.7 | 0 | 3403079 | 120125 | None | PWD Ele. SR 2023-24, It No. 29.02 | Earth 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 Soil | Mtr | 260.0 | 260.0 | 5.0 | False | None | None | False | None | False | 1300.0 | 0 | 3403080 | 120125 | None | PWD Ele. SR 2023-24, It No. 6.4.4 | Supplying 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
| Mtr | 150.0 | 150.0 | 10.0 | False | None | None | False | None | False | 1500.0 | 0 | 3403081 | 120125 | None | PWD Ele. SR 2023-24, It No. 6.5.1 | Labour 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
| Mtr | 11.88 | 11.88 | 5.0 | False | None | None | False | None | False | 59.4 | 0 | 3403082 | 120125 | None | PWD Ele. SR 2023-24, It No. 7.3.1 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1)
| No | 2949.0 | 2949.0 | 2.0 | False | None | None | False | None | False | 5898.0 | 0 | 3403083 | 120125 | None | PWD Ele. SR 2023-24, It No. 14.9 | Fixing 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)
| No | 281.0 | 281.0 | 2.0 | False | None | None | False | None | False | 562.0 | 0 | 3403084 | 120125 | None | PWD Ele. SR 2023-24, It No. 11.3.2 | Supplying 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) | No | 740.0 | 740.0 | 6.0 | False | None | None | False | None | False | 4440.0 | 0 | 3403085 | 120125 | None | PWD Ele. SR 2023-24, It No. 12.3.2 | Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2)
On wall/ ceiling / Rafter / Girders Nos
| No | 119.0 | 119.0 | 3.0 | False | None | None | False | None | False | 357.0 | 0 |
| 1719575598000 | 0 | None | None | Buildings | First Floor 1 Class Room at Govt HPS Ladha - Civil | 1131150.91 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3403086 | 120126 | None | PWD SR Volume-1, Pg No. 16 SI. No.2.5.1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR Volume-1, Pg No. 16/ SI. No.2.5.1) | Cum | 7031.12 | 7031.12 | 23.12 | False | None | None | False | None | False | 162559.4944 | 0 | 3403087 | 120126 | None | 2.5.1 | Formwark for Columns @ 70% (PWD SR Volume-1, Pg No. 29/ SI. No.7) | Cum | 4921.78 | 4921.78 | 3.81 | False | None | None | False | None | False | 18751.9818 | 0 | 3403088 | 120126 | None | 2.5.1 | Formwark for Beams & Lintels of Building @ 60% (PWD SR Volume-1, Pg No. 30/ SI. No.12) | Cum | 4218.67 | 4218.67 | 6.1 | False | None | None | False | None | False | 25733.887 | 0 | 3403089 | 120126 | None | 2.5.1 | Formwark for Roof Slab of Building @ 50% (Comman SR, Volume-1, Pg No. 30/ SI. No.13) | Cum | 3515.56 | 3515.56 | 13.07 | False | None | None | False | None | False | 45948.3692 | 0 | 3403090 | 120126 | None | 2.5.1 | Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (Comman SR, Volume-1, Pg No. 30/ SI. No.17) | Cum | 3164.0 | 3164.0 | 0.15 | False | None | None | False | None | False | 474.6 | 0 | 3403091 | 120126 | None | PWD 23-24 SR Vol-1, Pg No. 16 SI. No.2.4.1 | Providing 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) | Cum | 6791.44 | 6791.44 | 0.52 | False | None | None | False | None | False | 3531.5488 | 0 | 3403092 | 120126 | None | PWD 23-24 SR Vol-1, Pg No. 18 SI. No.2.11a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (PWD 23-24 SR Vol-1, Pg No. 18/ SI. No.2.11a) | Tonne | 94869.15 | 94869.15 | 2.27 | False | None | None | False | None | False | 215352.9705 | 0 | 3403093 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 14 SI. No.6.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD 23-24 SR Vol-2, Pg No. 14/ SI. No.6.8) | Cum | 8451.12 | 8451.12 | 23.69 | False | None | None | False | None | False | 200207.0328 | 0 | 3403094 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 99 SI. No.12.12 | Providing 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) | Cum | 131716.22 | 131716.22 | 0.06 | False | None | None | False | None | False | 7902.9732 | 0 | 3403095 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 104 SI. No.12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (PWD 23-24 SR Vol-2, Pg No. 104/ SI. No.12.51) | No | 1077.47 | 1077.47 | 1.0 | False | None | None | False | None | False | 1077.47 | 0 | 3403096 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 100 SI. No.12.16 | Providing 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) | Sqm | 7314.27 | 7314.27 | 2.52 | False | None | None | False | None | False | 18431.9604 | 0 | 3403097 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 86 SI. No.11.31 | Providing 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) | Kgs | 121.96 | 121.96 | 152.28 | False | None | None | False | None | False | 18572.0688 | 0 | 3403098 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 108-109 SI. No.12.84 | Providing & 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) | Sqm | 5326.89 | 5326.89 | 5.76 | False | None | None | False | None | False | 30682.8864 | 0 | 3403099 | 120126 | None | PWD 23-24 SR Vol-2 Pg No. A-24 SI. No.394 | Galvanised 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) | Sqm | 296.94 | 296.94 | 8.46 | False | None | None | False | None | False | 2512.1124 | 0 | 3403100 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 85 SI. No.11.30.1 | Providing & 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) | Sqm | 967.18 | 967.18 | 2.7 | False | None | None | False | None | False | 2611.386 | 0 | 3403101 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 64 SI. No.9.34 | Flooring 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) | Sqm | 1638.47 | 1638.47 | 79.29 | False | None | None | False | None | False | 129914.2863 | 0 | 3403102 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 41 SI. No.8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD 23-24 SR Vol-2, Pg No. 41/ SI. No.8.1.2) | Sqm | 255.58 | 255.58 | 138.23 | False | None | None | False | None | False | 35328.8234 | 0 | 3403103 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 50 SI. No.8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (PWD 23-24 SR Vol-2, Pg No. 50/ SI. No.8.51) | Sqm | 106.05 | 106.05 | 202.04 | False | None | None | False | None | False | 21426.342 | 0 | 3403104 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 44 SI. No.8.16a | Providing 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) | Sqm | 1312.9 | 1312.9 | 4.72 | False | None | None | False | None | False | 6196.888 | 0 | 3403105 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 42 SI. No.8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (PWD 23-24 SR Vol-2, Pg No. 42/ SI. No.8.2.2) | Sqm | 295.88 | 295.88 | 162.34 | False | None | None | False | None | False | 48033.1592 | 0 | 3403106 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 47 SI. No.8.33.3 | Painting 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) | Sqm | 147.41 | 147.41 | 8.46 | False | None | None | False | None | False | 1247.0886 | 0 | 3403107 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.2 | Painting 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) | Sqm | 146.35 | 146.35 | 8.06 | False | None | None | False | None | False | 1179.581 | 0 | 3403108 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.30 | Finishing 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) | Sqm | 184.53 | 184.53 | 162.34 | False | None | None | False | None | False | 29956.6002 | 0 | 3403109 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 46 SI. No.8.33.1 | Finishing 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) | Sqm | 167.56 | 167.56 | 202.04 | False | None | None | False | None | False | 33853.8224 | 0 | 3403110 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 125 SI. No.13.47 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 75 mm diameter (PWD 23-24 SR Vol-2, Pg No. 125/ SI. No.13.47) | m | 208.92 | 208.92 | 2.0 | False | None | None | False | None | False | 417.84 | 0 | 3403111 | 120126 | None | item1 | Providing and fixing Green board for class room (Quotation rate) | No | 8500.0 | 8500.0 | 1.0 | False | None | None | False | None | False | 8500.0 | 0 | 3403112 | 120126 | None | PWD 23-24 SR Vol-2, Pg No. 77 SI. No.11.30 | Providing 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) | Sqm | 8689.8 | 8689.8 | 6.3 | False | None | None | False | None | False | 54745.74 | 0 | 3403113 | 120126 | None | Item2 | KKRDB Board | No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
| 1719575598000 | 0 | None | None | Buildings | First Floor 1 Class Room at Govt HPS Ladha - ELECTRICAL | 32418.4 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3403114 | 120127 | None | PWD Ele. SR 2023-24, It No. 1.3.2 | Supplying 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) | Mtr | 80.0 | 80.0 | 50.0 | False | None | None | False | None | False | 4000.0 | 0 | 3403115 | 120127 | None | PWD Ele. SR 2023-24, It No. 2.3.3 | Wiring 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) | Mtr | 40.0 | 40.0 | 100.0 | False | None | None | False | None | False | 4000.0 | 0 | 3403116 | 120127 | None | PWD Ele. SR 2023-24, It No. 2.3.4 | Wiring 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) | Mtr | 87.0 | 87.0 | 50.0 | False | None | None | False | None | False | 4350.0 | 0 | 3403117 | 120127 | None | PWD Ele. SR 2023-24, It No. 3.4.2 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.4-5Way (PWD Ele. SR 2023-24, It No. 3.4.2) | Each | 138.0 | 138.0 | 1.0 | False | None | None | False | None | False | 138.0 | 0 | 3403118 | 120127 | None | PWD Ele. SR 2023-24, It No. 3.6.2 | Supplying 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
| Each | 175.0 | 175.0 | 1.0 | False | None | None | False | None | False | 175.0 | 0 | 3403119 | 120127 | None | PWD Ele. SR 2023-24, It No. 3.6.1 | Supplying 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
| Each | 88.0 | 88.0 | 12.0 | False | None | None | False | None | False | 1056.0 | 0 | 3403120 | 120127 | None | PWD Ele. SR 2023-24, It No. 3.6.3 | Supplying 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
| Each | 162.0 | 162.0 | 2.0 | False | None | None | False | None | False | 324.0 | 0 | 3403121 | 120127 | None | PWD Ele. SR 2023-24, It No. 3.6.4 | Supplying 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
| Each | 313.0 | 313.0 | 2.0 | False | None | None | False | None | False | 626.0 | 0 | 3403122 | 120127 | None | PWD Ele. SR 2023-24, Pg. No. 10, It No. 3.6.11 | Supplying 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
| Each | 249.0 | 249.0 | 1.0 | False | None | None | False | None | False | 249.0 | 0 | 3403123 | 120127 | None | PWD Ele. SR 2023-24, It No. 5.17.1 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring asrequired confirming to IEC 60898. (PWD Ele. SR 2023-24, It No. 5.17.1)
6-32Amps SP Each | Each | 523.0 | 523.0 | 1.0 | False | None | None | False | None | False | 523.0 | 0 | 3403124 | 120127 | None | PWD Ele. SR 2023-24, It No. 5.18.7 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS
enclosure. (PWD Ele. SR 2023-24, It No. 5.18.7)
6 Way SP & N | Each | 1552.0 | 1552.0 | 1.0 | False | None | None | False | None | False | 1552.0 | 0 | 3403125 | 120127 | None | PWD Ele. SR 2023-24, It No. 5.42.2 | Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with (PWD Ele. SR 2023-24, It No. 5.42.2)
16SWG | cm | 0.38 | 0.38 | 8500.0 | False | None | None | False | None | False | 3230.0 | 0 | 3403126 | 120127 | None | PWD Ele. SR 2023-24, It No. 6.4.4 | Supplying 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
| Mtr | 150.0 | 150.0 | 10.0 | False | None | None | False | None | False | 1500.0 | 0 | 3403127 | 120127 | None | PWD Ele. SR 2023-24, It No. 6.5.1 | Labour 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
| Mtr | 11.88 | 11.88 | 5.0 | False | None | None | False | None | False | 59.4 | 0 | 3403128 | 120127 | None | PWD Ele. SR 2023-24, It No. 7.3.1 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model (PWD Ele. SR 2023-24, It No. 7.3.1)
| No | 2949.0 | 2949.0 | 2.0 | False | None | None | False | None | False | 5898.0 | 0 | 3403129 | 120127 | None | PWD Ele. SR 2023-24, It No. 14.9 | Fixing 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)
| No | 281.0 | 281.0 | 2.0 | False | None | None | False | None | False | 562.0 | 0 | 3403130 | 120127 | None | PWD Ele. SR 2023-24, It No. 11.3.2 | Supplying 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) | No | 740.0 | 740.0 | 5.0 | False | None | None | False | None | False | 3700.0 | 0 | 3403131 | 120127 | None | PWD Ele. SR 2023-24, It No. 12.3.2 | Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.On wall/ ceiling / Rafter / Girders (PWD Ele. SR 2023-24, It No. 12.3.2)
On wall/ ceiling / Rafter / Girders Nos
| No | 119.0 | 119.0 | 4.0 | False | None | None | False | None | False | 476.0 | 0 |
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