tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1716788663000 | 1 | None | None | Buildings | Construction of New School Rooms to G.V.V.D.S High School at Arasikere Village in Harapanahalli Taluk Vijayanagar District. | 4575063.49 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3165070 | 109097 | None | PWD SR.2023-24 V1 Pg-8 Item 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 theEarth work excavation by manual means for drains,canals, waste weir, draft,approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out ,shoring,strutting,barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 133.83 | False | None | None | False | None | False | 14333.193 | 0 | 3165071 | 109097 | None | PWD SR.2023-24 V1 Pg-15 Item No.2.1.2 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 39.0 | False | None | None | False | None | False | 231940.8 | 0 | 3165072 | 109097 | None | PWD SR.2023-24 V2 Pg-9 Item 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) | Cum | 6515.25 | 6515.25 | 37.98 | False | None | None | False | None | False | 247449.195 | 0 | 3165073 | 109097 | None | PWD SR.2023-24 V2 Pg-9 Item No.5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 28.57 | False | None | None | False | None | False | 191660.4165 | 0 | 3165074 | 109097 | None | PWD SR.2023-24 V1 Pg-15 Item No.2.1.4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 4.05 | False | None | None | False | None | False | 26437.7925 | 0 | 3165075 | 109097 | None | PWD SR.2023-24 V2 Pg-44 Item No8.19.1 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. | Sqm | 267.75 | 267.75 | 34.56 | False | None | None | False | None | False | 9253.44 | 0 | 3165076 | 109097 | None | PWD DSR.2023-24 V1 Pg-7 Item No1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 279.3 | 279.3 | 133.85 | False | None | None | False | None | False | 37384.305 | 0 | 3165077 | 109097 | None | PWD SR.2023-24 V2 Pg-14 Item 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. | Cum | 8367.45 | 8367.45 | 67.11 | False | None | None | False | None | False | 561539.5695 | 0 | 3165078 | 109097 | None | PWD SR.2023-24 V1 Pg-15 Item No.2.2.1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 21.17 | False | None | None | False | None | False | 139750.5795 | 0 | 3165079 | 109097 | None | PWD SR.2023-24 V1 Pg-111 Item No.1 b | Formwork,Centering & Scaffolding for footing 3 percent | Cum | 198.04 | 198.04 | 21.17 | False | None | None | False | None | False | 4192.5068 | 0 | 3165080 | 109097 | None | PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 10.81 | False | None | None | False | None | False | 75253.815 | 0 | 3165081 | 109097 | None | PWD SR.2023-24 V1 Pg-111 Item No.9 | Formwork,Centering & Scaffolding for Column 70 percent | Cum | 4873.05 | 4873.05 | 10.81 | False | None | None | False | None | False | 52677.6705 | 0 | 3165082 | 109097 | None | PWD SR.2023-24 V1 Pg-16 Item No.2.3.1 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 6.99 | False | None | None | False | None | False | 46407.6585 | 0 | 3165083 | 109097 | None | PWD SR.2023-24 V1 Pg-111 Item No.2 | Formwork,Centering & Scaffolding for Plinth beam 50 percent | Cum | 3319.58 | 3319.58 | 6.99 | False | None | None | False | None | False | 23203.8642 | 0 | 3165084 | 109097 | None | PWD SR.2023-24 V1 Pg-16 Item No.2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 3.28 | False | None | None | False | None | False | 21776.412 | 0 | 3165085 | 109097 | None | PWD SR.2023-24 V1 Pg-112 Item No.14 | Formwork,Centering & Scaffolding for Lintel 60percent | Cum | 3983.49 | 3983.49 | 3.28 | False | None | None | False | None | False | 13065.8472 | 0 | 3165086 | 109097 | None | PWD SR.2023-24 V1 Pg-16 Item No.2.5.1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 9.91 | False | None | None | False | None | False | 68988.465 | 0 | 3165087 | 109097 | None | PWD SR.2023-24 V1 Pg-112 Item No.14 | Formwork,Centering & Scaffolding for Roof Beam 60 percent | Cum | 4176.9 | 4176.9 | 9.91 | False | None | None | False | None | False | 41393.079 | 0 | 3165088 | 109097 | None | PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 33.28 | False | None | None | False | None | False | 231678.72 | 0 | 3165089 | 109097 | None | PWD SR.2023-24 V1 Pg-112 Item No.15 | Formwork,Centering & Scaffolding for Roof slab 50 percent | Cum | 3480.75 | 3480.75 | 33.28 | False | None | None | False | None | False | 115839.36 | 0 | 3165090 | 109097 | None | PWD SR.2023-24 V1 Pg-17 Item No.2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 1.14 | False | None | None | False | None | False | 7568.631 | 0 | 3165091 | 109097 | None | PWD SR.2023-24 V1 Pg-112 Item No.19 | Formwork,Centering & Scaffolding for Chejja 45 percent | Cum | 2987.62 | 2987.62 | 1.14 | False | None | None | False | None | False | 3405.8868 | 0 | 3165092 | 109097 | None | PWD SR.2023-24 V1 Pg-18 Item 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 | Tonne | 93929.85 | 93929.85 | 6.93 | False | None | None | False | None | False | 650933.8605 | 0 | 3165093 | 109097 | None | PWD SR.2023-24 V2 Pg-41 Item No.8.1.1 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 267.75 | 267.75 | 439.17 | False | None | None | False | None | False | 117587.7675 | 0 | 3165094 | 109097 | None | PWD SR.2023-24 V2 Pg-41 Item No.8.5.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 309.75 | 309.75 | 439.17 | False | None | None | False | None | False | 136032.9075 | 0 | 3165095 | 109097 | None | PWD SR.2023-24 V2 Pg-42 Item No.8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 389.55 | 389.55 | 330.35 | False | None | None | False | None | False | 128687.8425 | 0 | 3165096 | 109097 | None | PWD SR.2023-24 V2 Pg-77 Item No. 11.5.1 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. | Sqm | 4701.9 | 4701.9 | 5.0 | False | None | None | False | None | False | 23509.5 | 0 | 3165097 | 109097 | None | PWD SR.2023-24 V2 Pg-100 Item No. 12.13.1 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. | Cum | 103755.75 | 103755.75 | 0.25 | False | None | None | False | None | False | 25938.9375 | 0 | 3165098 | 109097 | None | PWD SR.2023-24 V2 Pg-104 Item 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. | No. | 1066.8 | 1066.8 | 3.0 | False | None | None | False | None | False | 3200.4 | 0 | 3165099 | 109097 | None | PWD SR.2023-24 V2 Pg-100 Item No. 12.17 | Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. 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) | Sqm | 7439.25 | 7439.25 | 6.5 | False | None | None | False | None | False | 48355.125 | 0 | 3165100 | 109097 | None | PWD SR.2023-24 V2 Pg-107 Item No. 12.74.1 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 125x64x1.90mm | Each | 107.1 | 107.1 | 12.0 | False | None | None | False | None | False | 1285.2 | 0 | 3165101 | 109097 | None | PWD SR.2023-24 V2 Pg-219 Item No. 22.15.7 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Tower Bolts 250x10mm | Each | 210.0 | 210.0 | 6.0 | False | None | None | False | None | False | 1260.0 | 0 | 3165102 | 109097 | None | PWD SR.2023-24 V2 Pg-218 Item No. 22.15.1 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Handles 200mm | Each | 472.5 | 472.5 | 4.0 | False | None | None | False | None | False | 1890.0 | 0 | 3165103 | 109097 | None | PWD SR.2023-24 V2 Pg-219 Item No. 22.15.4 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 300mm | Each | 393.75 | 393.75 | 4.0 | False | None | None | False | None | False | 1575.0 | 0 | 3165104 | 109097 | None | PWD SR.2023-24 V2 Pg-,110 Item No.12.90 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 7070.7 | 7070.7 | 29.0 | False | None | None | False | None | False | 205050.3 | 0 | 3165105 | 109097 | None | PWD SR.2023-24 V2 Pg-85 Item No.11.34A | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding | Kg | 176.4 | 176.4 | 1371.3 | False | None | None | False | None | False | 241897.32 | 0 | 3165106 | 109097 | None | PWD SR.2023-24 V2 Pg-60 Item No.9.12.2 | Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm | Sqm | 1202.25 | 1202.25 | 182.17 | False | None | None | False | None | False | 219013.8825 | 0 | 3165107 | 109097 | None | PWD SR.2023-24 V2 Pg-65 Item No.9.38 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour,complete as per specifications. | Sqm | 1461.6 | 1461.6 | 19.89 | False | None | None | False | None | False | 29071.224 | 0 | 3165108 | 109097 | None | PWD SR.2023-24 V2 Pg-45 Item No.8.25 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 143.85 | 143.85 | 642.95 | False | None | None | False | None | False | 92488.3575 | 0 | 3165109 | 109097 | None | PWD SR.2023-24 V2 Pg-45 Item No.8.28 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 93.45 | 93.45 | 370.09 | False | None | None | False | None | False | 34584.9105 | 0 | 3165110 | 109097 | None | PWD SR.2023-24 V2 Pg-47 Item No.8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/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. | Sqm | 145.95 | 145.95 | 90.86 | False | None | None | False | None | False | 13261.017 | 0 | 3165111 | 109097 | None | PWD SR.2023-24 V2 Pg-46 Item 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 | Sqm | 144.9 | 144.9 | 14.3 | False | None | None | False | None | False | 2072.07 | 0 | 3165112 | 109097 | None | PWD SR.2023-24 V2 Pg-85 Item No.11.28 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge,(for payment purpose only weight of stainless steel members shall beconsidered excluding fixing accessories such as nuts, bolts, fasteners etc.)including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 593.25 | 593.25 | 491.4 | False | None | None | False | None | False | 291523.05 | 0 | 3165113 | 109097 | None | PWD SR.2023-24 V2 Pg-55 Item No.8.84 | Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including finishing etc.,complete. | Sqm | 498.75 | 498.75 | 16.5 | False | None | None | False | None | False | 8229.375 | 0 | 3165114 | 109097 | None | PWD SR. 2023-24 V-3 Pg- 78 I No.8.54 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (P-188, I.No.21 C 4) | No. | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | 3165115 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-1 It No.1.2.1 Pg 2 of 105 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe 19/20mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary | Mtr | 66.0 | 66.0 | 120.0 | False | None | None | False | None | False | 7920.0 | 0 | 3165116 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-2 It No.2.2.1 Pg 5 of 105 | Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistr and FRLS PVC insulated, 2X1.5Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box | Point | 269.0 | 269.0 | 10.0 | False | None | None | False | None | False | 2690.0 | 0 | 3165117 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-2 It No.2.2.2 Pg 5 of 105 | Point wiring : Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box | Point | 379.0 | 379.0 | 10.0 | False | None | None | False | None | False | 3790.0 | 0 | 3165118 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-2 It No.2.2.3 Pg 5 of 105 | Point wiring : Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box | Point | 555.0 | 555.0 | 18.0 | False | None | None | False | None | False | 9990.0 | 0 | 3165119 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-3 It No.3.14.6 Pg 10 of 1 | Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. 6Amps lamp holder | Each | 71.0 | 71.0 | 20.0 | False | None | None | False | None | False | 1420.0 | 0 | 3165120 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-11 It No.11.3.2 Pg 43 of | Supplying of .feet - PVC Batten with integrated LED tube.W with high quality diffuser with Life of 25000 burning hours & 70percent lumen maintenance with CRI greater than 80. Power Input: 220-240V @ 50/60Hz & Power factor greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED Light fighting 1 x4'- 20/22 w | Each | 690.0 | 690.0 | 16.0 | False | None | None | False | None | False | 11040.0 | 0 | 3165121 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-13 It No.13.7.1 Pg 56 of | 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 clamps. On wall / ceiling / Rafter / Girders | Each | 122.0 | 122.0 | 16.0 | False | None | None | False | None | False | 1952.0 | 0 | 3165122 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-6 It No.6.3.2 Pg 30 of 10 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 48" Sweep (1200mm) Regular model | Each | 3031.0 | 3031.0 | 6.0 | False | None | None | False | None | False | 18186.0 | 0 | 3165123 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-13 It No.13.10 Pg 57 of 1 | Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing 5 amps. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. | Each | 171.0 | 171.0 | 6.0 | False | None | None | False | None | False | 1026.0 | 0 | 3165124 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-3 It No.3.6.4 Pg 9 of 105 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 Stepped fan regulator. | Each | 357.0 | 357.0 | 6.0 | False | None | None | False | None | False | 2142.0 | 0 | 3165125 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-3 It No.3.5.6 Pg 8 of 105 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. - 12Module | Each | 344.0 | 344.0 | 4.0 | False | None | None | False | None | False | 1376.0 | 0 | 3165126 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-3 It No.3.4.6 Pg 8 of 105 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall - 10-12Way | Each | 319.0 | 319.0 | 4.0 | False | None | None | False | None | False | 1276.0 | 0 | 3165127 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-3 It No.3.6.1 Pg 9 of 105 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6Amps one way switch. | Each | 102.0 | 102.0 | 20.0 | False | None | None | False | None | False | 2040.0 | 0 | 3165128 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-3 It No.3.6.3 Pg 9 of 105 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 B) 6Amps Three way socket. | Each | 171.0 | 171.0 | 8.0 | False | None | None | False | None | False | 1368.0 | 0 | 3165129 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-3 It No.3.14.5 Pg 10 of 1 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 C) ceiling rose | Each | 78.0 | 78.0 | 6.0 | False | None | None | False | None | False | 468.0 | 0 | 3165130 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-5 It No.5.6.6 Pg 14 of 10 | Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws. 20"x20"x2.5" | Each | 326.13 | 326.13 | 2.0 | False | None | None | False | None | False | 652.26 | 0 | 3165131 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-2 It No.2.3.2 Pg 5 of 105 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 1.5sqmm. | Mtr | 26.0 | 26.0 | 180.0 | False | None | None | False | None | False | 4680.0 | 0 | 3165132 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-2 It No.2.3.4 Pg 5 of 105 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 B.4.0sqmm. | Mtr | 63.0 | 63.0 | 60.0 | False | None | None | False | None | False | 3780.0 | 0 | 3165133 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-5 It No.5.18.4 Pg 17 of 1 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 Amps DP | Each | 739.0 | 739.0 | 3.0 | False | None | None | False | None | False | 2217.0 | 0 | 3165134 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-5 It No.5.30 Pg 19 of 105 | Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter. | Each | 1380.0 | 1380.0 | 1.0 | False | None | None | False | None | False | 1380.0 | 0 | 3165135 | 109097 | None | Ele. SR 2023-24 Vol-6 ch-12 It No.12.56 Pg 19 of 1 | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C.cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm 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 lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia | Each | 3510.0 | 3510.0 | 1.0 | False | None | None | False | None | False | 3510.0 | 0 | 3165136 | 109097 | None | K.E.B | K.E.B Deposit | Each | 5155.0 | 5155.0 | 1.0 | False | None | None | False | None | False | 5155.0 | 0 | 3165137 | 109097 | None | PWD SR.2023-24 V2 Pg-43 Item No.8.16.2 | Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide | m | 39.9 | 39.9 | 254.82 | False | None | None | False | None | False | 10167.318 | 0 | 3165138 | 109097 | None | PWD SR.2023-24 V2 Pg-125 Item No.13.48 | Providing and fixing on wall face unplasticised Rigid PVC rain water
pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes 100 mm diameter | m | 305.55 | 305.55 | 80.0 | False | None | None | False | None | False | 24444.0 | 0 | 3165139 | 109097 | None | PWD SR.2023-24 V2 Pg-43 Item No.8.10 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3
fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 221.55 | 221.55 | 1.33 | False | None | None | False | None | False | 294.6615 | 0 |
| 1716788663000 | 1 | None | None | Buildings | Construction of New School Rooms to G.M.H.P School at Arasikere Village in Harapanahalli Taluk Vijayanagar District. | 4575498.23 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3165140 | 109098 | None | PWD SR.2023-24 V2 Pg-187 Item No.19.3 Rs.242 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 2547.3 | 2547.3 | 13.75 | False | None | None | False | None | False | 35025.375 | 0 | 3165141 | 109098 | None | PWD SR.2023-24 V2 Pg-189 Item No.19.27.2 Rs. | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material to the appropriate disposal area as per direction of Engineer-in-charge. Asbestos cement sheet | Sqm | 53.55 | 53.55 | 50.02 | False | None | None | False | None | False | 2678.571 | 0 | 3165142 | 109098 | None | PWD SR.2023-24 V2 Pg-187 Item No.19.7.3 Rs.1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. In cement mortar | Cum | 2547.3 | 2547.3 | 25.87 | False | None | None | False | None | False | 65898.651 | 0 | 3165143 | 109098 | None | PWD SR.2023-24 V2 Pg-165 Item No.19.24 Rs.18 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Sqm | 190.05 | 190.05 | 132.02 | False | None | None | False | None | False | 25090.401 | 0 | 3165144 | 109098 | None | PWD SR.2023-24 V2 Pg-188 Item No.19.10.2 Rs. | Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.In cement mortar | Cum | 1051.05 | 1051.05 | 36.54 | False | None | None | False | None | False | 38405.367 | 0 | 3165145 | 109098 | None | PWD SR.2023-24 V1 Pg-8 Item 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 theEarth work excavation by manual means for drains,canals, waste weir, draft,approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out ,shoring,strutting,barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 115.79 | False | None | None | False | None | False | 12401.109 | 0 | 3165146 | 109098 | None | PWD SR.2023-24 V1 Pg-15 Item No.2.1.2 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 25.24 | False | None | None | False | None | False | 150107.328 | 0 | 3165147 | 109098 | None | PWD SR.2023-24 V2 Pg-9 Item 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) | Cum | 6515.25 | 6515.25 | 32.35 | False | None | None | False | None | False | 210768.3375 | 0 | 3165148 | 109098 | None | PWD SR.2023-24 V2 Pg-9 Item No.5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 23.1 | False | None | None | False | None | False | 154965.195 | 0 | 3165149 | 109098 | None | PWD SR.2023-24 V1 Pg-15 Item No.2.1.4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 3.5 | False | None | None | False | None | False | 22847.475 | 0 | 3165150 | 109098 | None | PWD SR.2023-24 V2 Pg-44 Item No8.19.1 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. | Sqm | 267.75 | 267.75 | 26.48 | False | None | None | False | None | False | 7090.02 | 0 | 3165151 | 109098 | None | PWD DSR.2023-24 V1 Pg-7 Item No1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 279.3 | 279.3 | 115.8 | False | None | None | False | None | False | 32342.94 | 0 | 3165152 | 109098 | None | PWD SR.2023-24 V2 Pg-14 Item 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 | Cum | 8367.45 | 8367.45 | 34.55 | False | None | None | False | None | False | 289095.3975 | 0 | 3165153 | 109098 | None | PWD SR.2023-24 V1 Pg-15 Item No.2.2.1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregate | Cum | 6601.35 | 6601.35 | 18.52 | False | None | None | False | None | False | 122257.002 | 0 | 3165154 | 109098 | None | PWD SR.2023-24 V1 Pg-111 Item No.1 b | Formwork,Centering & Scaffolding for footing 3 percent | Cum | 198.04 | 198.04 | 18.52 | False | None | None | False | None | False | 3667.7008 | 0 | 3165155 | 109098 | None | PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 10.1 | False | None | None | False | None | False | 70311.15 | 0 | 3165156 | 109098 | None | PWD SR.2023-24 V1 Pg-111 Item No.9 | Formwork,Centering & Scaffolding for Column 70 percent | Cum | 4873.05 | 4873.05 | 10.1 | False | None | None | False | None | False | 49217.805 | 0 | 3165157 | 109098 | None | PWD SR.2023-24 V1 Pg-16 Item No.2.3.1 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 5.75 | False | None | None | False | None | False | 38175.1125 | 0 | 3165158 | 109098 | None | PWD SR.2023-24 V1 Pg-111 Item No.2 | Formwork,Centering & Scaffolding for Plinth beam 50 percent | Cum | 3319.58 | 3319.58 | 5.75 | False | None | None | False | None | False | 19087.585 | 0 | 3165159 | 109098 | None | PWD SR.2023-24 V1 Pg-16 Item No.2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 1.93 | False | None | None | False | None | False | 12813.5595 | 0 | 3165160 | 109098 | None | PWD SR.2023-24 V1 Pg-112 Item No.14 | Formwork,Centering & Scaffolding for Lintel 60percent | Cum | 3983.49 | 3983.49 | 1.93 | False | None | None | False | None | False | 7688.1357 | 0 | 3165161 | 109098 | None | PWD SR.2023-24 V1 Pg-16 Item No.2.5.1 Rs. 6 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 8.25 | False | None | None | False | None | False | 57432.375 | 0 | 3165162 | 109098 | None | PWD SR.2023-24 V1 Pg-112 Item No.14 | Formwork,Centering & Scaffolding for Roof Beam 60 percent | Cum | 4176.9 | 4176.9 | 8.25 | False | None | None | False | None | False | 34459.425 | 0 | 3165163 | 109098 | None | PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 Rs. 6 | Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 26.65 | False | None | None | False | None | False | 185523.975 | 0 | 3165164 | 109098 | None | PWD SR.2023-24 V1 Pg-112 Item No.15 | Formwork,Centering & Scaffolding for Roof slab 50 percent | Cum | 3480.75 | 3480.75 | 26.65 | False | None | None | False | None | False | 92761.9875 | 0 | 3165165 | 109098 | None | PWD SR.2023-24 V1 Pg-17 Item No.2.4.2 Rs.632 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 0.51 | False | None | None | False | None | False | 3385.9665 | 0 | 3165166 | 109098 | None | PWD SR.2023-24 V1 Pg-112 Item No.19 | Formwork,Centering & Scaffolding for Chejja 45 percent | Cum | 2987.62 | 2987.62 | 0.51 | False | None | None | False | None | False | 1523.6862 | 0 | 3165167 | 109098 | None | PWD SR.2023-24 V1 Pg-18 Item No.2.11a Rs | 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 | Tonne | 93929.85 | 93929.85 | 5.74 | False | None | None | False | None | False | 539157.339 | 0 | 3165168 | 109098 | None | PWD SR.2023-24 V2 Pg-41 Item No.8.1.1 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 267.75 | 267.75 | 212.4 | False | None | None | False | None | False | 56870.1 | 0 | 3165169 | 109098 | None | PWD SR.2023-24 V2 Pg-41 Item No.8.5.2 R | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 309.75 | 309.75 | 212.4 | False | None | None | False | None | False | 65790.9 | 0 | 3165170 | 109098 | None | PWD SR.2023-24 V2 Pg-42 Item No.8.8 Rs | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 389.55 | 389.55 | 247.59 | False | None | None | False | None | False | 96448.6845 | 0 | 3165171 | 109098 | None | PWD SR.2023-24 V2 Pg-77 Item No. 11.5.1 Rs.4,47 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharg | Sqm | 4701.9 | 4701.9 | 7.56 | False | None | None | False | None | False | 35546.364 | 0 | 3165172 | 109098 | None | PWD SR.2023-24 V2 Pg-79 Item No.11.11.1 Rs.148 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side top centre hung with beading and all members such as F7D F4B K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted including providing and fixing of hinges pivots including priming coat of approved steel primer but excluding the cost of other fittings, complete all as per approved design sectional weight of only steel members shall be measured for payment Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 1 Cement : 3 coarse sand 6 graded stone aggregate 20 mm nominal size including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge . | Kgs | 155.4 | 155.4 | 894.24 | False | None | None | False | None | False | 138964.896 | 0 | 3165173 | 109098 | None | PWD SR.2023-24 V2 Pg-85 Item No.11.34A Rs.1 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding | Kgs | 176.4 | 176.4 | 699.84 | False | None | None | False | None | False | 123451.776 | 0 | 3165174 | 109098 | None | PWD SR.2023-24 V2 Pg-60 Item No.9.12.2 Rs.1, | Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm | Sqm | 1202.25 | 1202.25 | 153.89 | False | None | None | False | None | False | 185014.2525 | 0 | 3165175 | 109098 | None | PWD SR.2023-24 V2 Pg-65 Item No.9.38 Rs.1392 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour,complete as per specifications. | Sqm | 1461.6 | 1461.6 | 13.73 | False | None | None | False | None | False | 20067.768 | 0 | 3165176 | 109098 | None | PWD SR.2023-24 V2 Pg-45 Item No.8.25 Rs.137. | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 143.85 | 143.85 | 381.14 | False | None | None | False | None | False | 54826.989 | 0 | 3165177 | 109098 | None | PWD SR.2023-24 V2 Pg-45 Item No.8.28 Rs.89.0 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 93.45 | 93.45 | 279.96 | False | None | None | False | None | False | 26162.262 | 0 | 3165178 | 109098 | None | PWD SR.2023-24 V2 Pg-47 Item No.8.33.3 Rs.13 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/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. | Sqm | 145.95 | 145.95 | 102.17 | False | None | None | False | None | False | 14911.7115 | 0 | 3165179 | 109098 | None | PWD SR.2023-24 V2 Pg-85 Item No.11.28 Rs.565 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge,(for payment purpose only weight of stainless steel members shall beconsidered excluding fixing accessories such as nuts, bolts, fasteners etc.)including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kgs | 593.25 | 593.25 | 336.0 | False | None | None | False | None | False | 199332.0 | 0 | 3165180 | 109098 | None | PWD SR.2023-24 V2 Pg-55 Item No.8.84 Rs.475. | Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including finishing etc.,complete. | Sqm | 498.75 | 498.75 | 22.5 | False | None | None | False | None | False | 11221.875 | 0 | 3165181 | 109098 | None | PWD SR 2023-24 Vol-3 P No:17, I No:3.7 | Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction | Cum | 110.25 | 110.25 | 58.95 | False | None | None | False | None | False | 6499.2375 | 0 | 3165182 | 109098 | None | PWD SR 2023-24 Vol-1 P No:7, I No:1.8 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of abour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 497.7 | 497.7 | 19.65 | False | None | None | False | None | False | 9779.805 | 0 | 3165183 | 109098 | None | PWD SR2023-24 V-3, P No: 26, I No: 4.17 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver/grader in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 39.3 | False | None | None | False | None | False | 105597.135 | 0 | 3165184 | 109098 | None | PWD SR 2023-24 Vol-3 P-51 I.No.6.8.2 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) | Sqm | 1219.05 | 1219.05 | 196.5 | False | None | None | False | None | False | 239543.325 | 0 | 3165185 | 109098 | None | PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 Rs. 6 | First Floor -Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 2.33 | False | None | None | False | None | False | 16220.295 | 0 | 3165186 | 109098 | None | PWD SR.2023-24 V1 Pg-111 Item No.9 | Formwork,Centering & Scaffolding for Column 70 percent | Cum | 4942.67 | 4942.67 | 2.33 | False | None | None | False | None | False | 11516.4211 | 0 | 3165187 | 109098 | None | PWD SR.2023-24 V2 Pg-13 Item No.6.8 R | 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. | Cum | 8367.45 | 8367.45 | 16.93 | False | None | None | False | None | False | 141660.9285 | 0 | 3165188 | 109098 | None | PWD SR.2023-24 V1 Pg-17 Item No.2.4.2 Rs. 6 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 0.85 | False | None | None | False | None | False | 5643.2775 | 0 | 3165189 | 109098 | None | PWD SR.2023-24 V1 Pg-112 Item No.14 | For Lintel Formwork and lift charges | Cum | 4049.88 | 4049.88 | 0.85 | False | None | None | False | None | False | 3442.398 | 0 | 3165190 | 109098 | None | PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 Rs. 6 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 2.53 | False | None | None | False | None | False | 17612.595 | 0 | 3165191 | 109098 | None | PWD SR.2023-24 V1 Pg-112 Item No.14 | For Beam formwork and lift charges | Cum | 4246.52 | 4246.52 | 2.53 | False | None | None | False | None | False | 10743.6956 | 0 | 3165192 | 109098 | None | PWD SR.2023-24 V1 Pg-17 Item No.2.5.1 Rs. 6 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 9.12 | False | None | None | False | None | False | 63488.88 | 0 | 3165193 | 109098 | None | PWD SR.2023-24 V1 Pg-112 Item No.15,16 | For Slab Formwork and lift charge | Cum | 3550.37 | 3550.37 | 9.12 | False | None | None | False | None | False | 32379.3744 | 0 | 3165194 | 109098 | None | PWD SR.2023-24 V1 Pg-17 Item No.2.4.2 Rs.632 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 0.17 | False | None | None | False | None | False | 1128.6555 | 0 | 3165195 | 109098 | None | PWD SR.2023-24 V1 Pg-112 Item No.19 | For Chejja formwork and lift charges | Cum | 2908.58 | 2908.58 | 0.17 | False | None | None | False | None | False | 494.4586 | 0 | 3165196 | 109098 | None | PWD SR.2023-24 V1 Pg-18 Item No.2.11a Rs | 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 | Tonne | 94869.15 | 94869.15 | 1.25 | False | None | None | False | None | False | 118586.4375 | 0 | 3165197 | 109098 | None | PWD SR.2023-24 V2 Pg-77 Item No. 11.5.2 Rs.4,2 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6
mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 4498.64 | 4498.64 | 2.52 | False | None | None | False | None | False | 11336.5728 | 0 | 3165198 | 109098 | None | PWD SR.2023-24 V2 Pg-79 Item No.11.11.1 Rs.148 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kgs | 155.4 | 155.4 | 298.08 | False | None | None | False | None | False | 46321.632 | 0 | 3165199 | 109098 | None | PWD SR.2023-24 V2 Pg-85 Item No.11.34A Rs.1 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding | Kgs | 178.16 | 178.16 | 233.28 | False | None | None | False | None | False | 41561.1648 | 0 | 3165200 | 109098 | None | PWD SR.2023-24 V2 Pg-41 Item No.8.1.1 Rs.255. | roviding 12 mm cement plaster with cement mortar 1:4 (1 cement:4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 270.43 | 270.43 | 66.04 | False | None | None | False | None | False | 17859.1972 | 0 | 3165201 | 109098 | None | PWD SR.2023-24 V2 Pg-41 Item No.8.5.2 R | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 312.85 | 312.85 | 66.04 | False | None | None | False | None | False | 20660.614 | 0 | 3165202 | 109098 | None | PWD SR.2023-24 V2 Pg-42 Item No.8.8 Rs | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 393.45 | 393.45 | 235.06 | False | None | None | False | None | False | 92484.357 | 0 | 3165203 | 109098 | None | PWD SR.2023-24 V2 Pg-60 Item No.9.12.2 Rs.1 | Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm | Sqm | 1214.27 | 1214.27 | 51.66 | False | None | None | False | None | False | 62729.1882 | 0 | 3165204 | 109098 | None | PWD SR.2023-24 V2 Pg-65 Item No.9.38 Rs.1392 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour,complete as per specifications. | Sqm | 1476.22 | 1476.22 | 4.6 | False | None | None | False | None | False | 6790.612 | 0 | 3165205 | 109098 | None | PWD SR.2023-24 V2 Pg-45 Item No.8.25 Rs.137 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 143.85 | 143.85 | 109.96 | False | None | None | False | None | False | 15817.746 | 0 | 3165206 | 109098 | None | PWD SR.2023-24 V2 Pg-45 Item No.8.28 Rs.89.0 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 94.38 | 94.38 | 235.64 | False | None | None | False | None | False | 22239.7032 | 0 | 3165207 | 109098 | None | PWD SR.2023-24 V2 Pg-47 Item No.8.33.3 Rs.13 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/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. | Sqm | 147.41 | 147.41 | 34.06 | False | None | None | False | None | False | 5020.7846 | 0 | 3165208 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-1 It | ELECTRICAL-Concealed Conduit System Supplying heavy gauge PVC conduit pipe 19/20mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary | m | 66.0 | 66.0 | 160.0 | False | None | None | False | None | False | 10560.0 | 0 | 3165209 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-2 It | Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistr and FRLS PVC insulated, 2X1.5Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box | Point | 269.0 | 269.0 | 12.0 | False | None | None | False | None | False | 3228.0 | 0 | 3165210 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-2 It | Point wiring : Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box | Point | 379.0 | 379.0 | 12.0 | False | None | None | False | None | False | 4548.0 | 0 | 3165211 | 109098 | None | UNI SR 2023-24 PWD Elec PART-3 Vol-6 Chapter-2 It | Point wiring : Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box | Point | 555.0 | 555.0 | 18.0 | False | None | None | False | None | False | 9990.0 | 0 | 3165212 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-3 It | Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. 6Amps lamp holder | Each | 71.0 | 71.0 | 20.0 | False | None | None | False | None | False | 1420.0 | 0 | 3165213 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-11 It | 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. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED Light fighting 1 x4'- 20/22 w | Each | 690.0 | 690.0 | 16.0 | False | None | None | False | None | False | 11040.0 | 0 | 3165214 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-13 It | 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 clamps. On wall / ceiling / Rafter / Girders | Each | 122.0 | 122.0 | 16.0 | False | None | None | False | None | False | 1952.0 | 0 | 3165215 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 Chapter-06 PART-3 It | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 48" Sweep (1200mm) Regular model | Each | 3031.0 | 3031.0 | 6.0 | False | None | None | False | None | False | 18186.0 | 0 | 3165216 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-13 It | Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing 5 amps. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. | Each | 171.0 | 171.0 | 6.0 | False | None | None | False | None | False | 1026.0 | 0 | 3165217 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-3 It | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 Stepped fan regulator | Each | 357.0 | 357.0 | 6.0 | False | None | None | False | None | False | 2142.0 | 0 | 3165218 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-3 It | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. - 12Module | Each | 344.0 | 344.0 | 4.0 | False | None | None | False | None | False | 1376.0 | 0 | 3165219 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-3 It | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall - 10-12Way | Each | 319.0 | 319.0 | 4.0 | False | None | None | False | None | False | 1276.0 | 0 | 3165220 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-3 It | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6Amps one way switch. | Each | 102.0 | 102.0 | 20.0 | False | None | None | False | None | False | 2040.0 | 0 | 3165221 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-3 It | B) 6Amps Three way socket. | Each | 171.0 | 171.0 | 8.0 | False | None | None | False | None | False | 1368.0 | 0 | 3165222 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-3 It | C) ceiling rose | Each | 78.0 | 78.0 | 6.0 | False | None | None | False | None | False | 468.0 | 0 | 3165223 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-5 It | Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws. 20"x20"x2.5" | Each | 326.13 | 326.13 | 2.0 | False | None | None | False | None | False | 652.26 | 0 | 3165224 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-2 It | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP of GROUP -A. - 1.5sqmm. | m | 26.0 | 26.0 | 300.0 | False | None | None | False | None | False | 7800.0 | 0 | 3165225 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-2 It | B.4.0sqmm. | m | 63.0 | 63.0 | 100.0 | False | None | None | False | None | False | 6300.0 | 0 | 3165226 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 Chapter-3 It No -5.1 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 Amps DP | Each | 739.0 | 739.0 | 3.0 | False | None | None | False | None | False | 2217.0 | 0 | 3165227 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-5 It | Supplying, fixing and wiring electronic 5 to 20Amps single phase Class-1 Accuracy with Temper Proof Energy Meter. | Each | 1380.0 | 1380.0 | 1.0 | False | None | None | False | None | False | 1380.0 | 0 | 3165228 | 109098 | None | UNI SR 2023-24 PWD Elec Vol-6 PART-3 Chapter-5 It | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C.cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm 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 lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia | Each | 3510.0 | 3510.0 | 1.0 | False | None | None | False | None | False | 3510.0 | 0 | 3165229 | 109098 | None | KEB Deposit | K.E.B Deposit | No | 5155.0 | 5155.0 | 1.0 | False | None | None | False | None | False | 5155.0 | 0 | 3165230 | 109098 | None | PWD SR. 2023-24 V-3 Pg- 78 I No.8.54 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (P-188, I.No.21 C 4) | Nos | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | 3165231 | 109098 | None | PWD SR.2023-24 V2 Pg-43 Item No.8.16.2 | Providing and fixing suitable plaster mesh 100mm wide manufactured
out of hot dipped galvanised iron of nominal thickness 0.35mm with a
zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide | m | 39.9 | 39.9 | 247.32 | False | None | None | False | None | False | 9868.068 | 0 | 3165232 | 109098 | None | PWD SR.2023-24 V2 Pg-125 Item No.13.48 | Providing and fixing on wall face unplasticised Rigid PVC rain water
pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter | m | 305.55 | 305.55 | 60.0 | False | None | None | False | None | False | 18333.0 | 0 | 3165233 | 109098 | None | PWD SR.2023-24 V2 Pg-43 Item No.8.10 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3
fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 221.55 | 221.55 | 1.2 | False | None | None | False | None | False | 265.86 | 0 |
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