| 4050501 | 157205 | None | 19.3 | 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.(PWD SR P-163, I No 19.3) (PWD SR 2021-22) Volume-2
| Cum | 2547.3 | 2547.3 | 0.51 | False | None | None | False | None | False | 1299.123 | 0 |
| 4050502 | 157205 | None | 19.7.3 | 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 lime mortar (PWD SR P-163, I No 19.7.3) (PWD SR 2021-22) Volume-2
| Cum | 1080.45 | 1080.45 | 1.15 | False | None | None | False | None | False | 1242.5175 | 0 |
| 4050503 | 157205 | None | 19.12.2 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of area beyond 3 m² (PWD SR P-188, I No 19.12.2) (PWD SR 2021-22) Volume-2
| Sqm | 275.1 | 275.1 | 14.61 | False | None | None | False | None | False | 4019.211 | 0 |
| 4050504 | 157205 | None | 1.15.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth (P.No.8/I.No. 1.15.1 of PWD CM SR ) V-1
| Cum | 381.15 | 381.15 | 11.46 | False | None | None | False | None | False | 4367.979 | 0 |
| 4050505 | 157205 | None | 2.1.3 | 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 40 mm and down size graded crushed coarse aggregates (P.NO. 15/2.1.3/PWDSR/23-24). volume-1
| Cum | 6288.45 | 6288.45 | 3.54 | False | None | None | False | None | False | 22261.113 | 0 |
| 4050506 | 157205 | None | 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 finsishing concrete structure in line, 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 (P.No.16 /I.No. 2.5.1 of PWD CM SR) V-1
| Cum | 10442.25 | 10442.25 | 1.17 | False | None | None | False | None | False | 12217.4325 | 0 |
| 4050507 | 157205 | None | 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 finsishing concrete structure in line, 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 (P.No.16 /I.No. 2.5.1 of PWD CM SR) V-1
| Cum | 10094.18 | 10094.18 | 0.14 | False | None | None | False | None | False | 1413.1852 | 0 |
| 4050508 | 157205 | None | 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 finsishing concrete structure in line, 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 (P.No.16 /I.No. 2.5.1 of PWD CM SR) V-1
| Cum | 11138.4 | 11138.4 | 0.89 | False | None | None | False | None | False | 9913.176 | 0 |
| 4050509 | 157205 | None | 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 finsishing concrete structure in line, 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 (P.No.16 /I.No. 2.5.1 of PWD CM SR) V-1
| Cum | 10442.25 | 10442.25 | 3.7 | False | None | None | False | None | False | 38636.325 | 0 |
| 4050510 | 157205 | None | 2.11A | Providing Thermo-Mechanically Treated bars of grade Fe-550D Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (P.No.18/I.No. 2.11 a of PWD SR 23-24.) V-1
| MT | 93929.85 | 93929.85 | 0.47 | False | None | None | False | None | False | 44147.0295 | 0 |
| 4050511 | 157205 | None | 5.1.1 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) (P.NO. 9/5.1.1/PWDSR/2023-24). volume-2
| Cum | 5891.55 | 5891.55 | 3.26 | False | None | None | False | None | False | 19206.453 | 0 |
| 4050512 | 157205 | None | 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 labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(P.NO. 7/1.8/PWDSR/23-24) volume 1
| Cum | 497.7 | 497.7 | 6.73 | False | None | None | False | None | False | 3349.521 | 0 |
| 4050513 | 157205 | None | 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. (P.NO. 14/6.8/PWDSR/23-24). Volume - 2
| Cum | 8367.45 | 8367.45 | 6.56 | False | None | None | False | None | False | 54890.472 | 0 |
| 4050514 | 157205 | None | 11.5.1 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour,usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Page No. 77 / Item No. 11.5.1) PWD SR 23-24 V-2
| Sqm | 4701.9 | 4701.9 | 8.5 | False | None | None | False | None | False | 39966.15 | 0 |
| 4050515 | 157205 | None | 11.15.1 | Providing and fixing M.S. Tubular frames for doors, windows,ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer: 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. (Page No. 82 / Item No. 11.15.1 PWD SR ) V-2
| Kg | 134.4 | 134.4 | 615.6 | False | None | None | False | None | False | 82736.64 | 0 |
| 4050516 | 157205 | None | 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.(P.NO. 41/8.1.1/PWDSR/23-24). Volume-2
| Sqm | 267.75 | 267.75 | 16.83 | False | None | None | False | None | False | 4506.2325 | 0 |
| 4050517 | 157205 | None | 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(P.NO. 41/8.2.2/PWDSR/23-24). Volume-2
| Sqm | 292.95 | 292.95 | 46.4 | False | None | None | False | None | False | 13592.88 | 0 |
| 4050518 | 157205 | None | 8.3.1 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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. [P.No-41 ,I.No-8.3.1] (PWD SR 2023-24) Volume-2
| Sqm | 371.7 | 371.7 | 26.86 | False | None | None | False | None | False | 9983.862 | 0 |
| 4050519 | 157205 | None | 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.(P.No. 64/9.34/PWDSR/23-24). volume-2
| Sqm | 1622.25 | 1622.25 | 18.51 | False | None | None | False | None | False | 30027.8475 | 0 |
| 4050520 | 157205 | None | 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(P.No. 45/8.25/PWDSR/23-24). volume-2
| Sqm | 143.85 | 143.85 | 86.19 | False | None | None | False | None | False | 12398.4315 | 0 |
| 4050521 | 157205 | None | 8.32 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. [P.No-46 ,I.No-8.32] (PWD SR 2023-24) Volume-2
| Sqm | 163.8 | 163.8 | 26.86 | False | None | None | False | None | False | 4399.668 | 0 |
| 4050522 | 157205 | None | 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 [P.No- 135, i.no 13.48] (PWD SR 2023-24) Volume-2
| Mtr | 305.55 | 305.55 | 25.0 | False | None | None | False | None | False | 7638.75 | 0 |
| 4050523 | 157205 | None | 13.32.3 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal dia pipes [P.No- 122, i.no 13.32.3] (PWD SR 2023-24) Volume-2
| Mtr | 500.85 | 500.85 | 30.0 | False | None | None | False | None | False | 15025.5 | 0 |
| 4050524 | 157205 | None | 9.23 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : ** Flamed finish granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. (P.No.63/I.No.9.23 of PWD SR 23-24) V-2
| Sqm | 2589.3 | 2589.3 | 4.08 | False | None | None | False | None | False | 10564.344 | 0 |
| 4050525 | 157205 | None | 9.36 | Providing flooring with 25mm thick polished Cuddapah 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.(P.No.64/I.No.9.36 of PWD SR 23-24) V-2
| Sqm | 1732.5 | 1732.5 | 5.76 | False | None | None | False | None | False | 9979.2 | 0 |
| 4050526 | 157205 | None | 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 and down size graded crushed coarse aggregates (P.NO. 15/2.1.4/PWDSR/23-24). volume-1
| Cum | 6527.85 | 6527.85 | 1.22 | False | None | None | False | None | False | 7963.977 | 0 |
| 4050527 | 157205 | None | 8.40 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. [P.No-48 ,I.No-8.40] (PWD SR 2023-24) Volume-2
| Sqm | 120.75 | 120.75 | 41.41 | False | None | None | False | None | False | 5000.2575 | 0 |
| 4050528 | 157205 | None | 13.2.2 | Providing and fixing brass bib cock of approved quality : 20 mm nominal bore (Page No. 117I.no. 13.2.2)
| Each | 320.25 | 320.25 | 15.0 | False | None | None | False | None | False | 4803.75 | 0 |
| 4050529 | 157205 | None | 7.39.6 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : Gutter (600 mm over all girth) (PWD SR 2023-24 , Vol-2, P.No.27 I.No.7.39.6)
| Sqm | 1127.7 | 1127.7 | 19.5 | False | None | None | False | None | False | 21990.15 | 0 |
| 4050530 | 157205 | None | 11.16.2 | 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 seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Page No.82 / Item No. 11.16.2) PWD SR 23-24 V-2
| Kg | 154.35 | 154.35 | 302.56 | False | None | None | False | None | False | 46700.136 | 0 |
| 4050531 | 157205 | None | 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 grams per 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 12m 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 (Page No.26 / Item No. 7.38)
| Sqm | 596.4 | 596.4 | 11.25 | False | None | None | False | None | False | 6709.5 | 0 |
| 4050532 | 157205 | None | 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 SR 2023-24 , Vol-2, P.No.125 I.No.13.47)
| m | 206.85 | 206.85 | 20.0 | False | None | None | False | None | False | 4137.0 | 0 |
| 4050533 | 157205 | None | 14.11.2 | Providing and fixing white vitreous china laboratory sink with C.I. brackets,C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P.brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :Size 600x450x200 mm (Page No. 134 I.no. 14.11.2)
| Each | 5336.1 | 5336.1 | 1.0 | False | None | None | False | None | False | 5336.1 | 0 |
| 4050534 | 157205 | None | 1.2.1 | 1.2 Concealed Conduit System Supplying heavy gauge PVC conduit pipe . mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thick (P.NO. 2 i.no 1.2.1 /electrical items/23-24).
| Mtr | 66.0 | 66.0 | 78.32 | False | None | None | False | None | False | 5169.12 | 0 |
| 4050535 | 157205 | None | 1.5 | Supplying and fixing PVC/metal conduit Deep junction box1 9/20 mm deep junction box (P.NO. 2/1.5/electrical items/23-24).
"
| Nos | 49.0 | 49.0 | 8.0 | False | None | None | False | None | False | 392.0 | 0 |
| 4050536 | 157205 | None | 3.4.2 | Supplying and flush mounting powder coated/galvanized metal box suitable for mounting modular switch plates.The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P- 8, INo.- 3.4.2) (ELE SR 2022-23)
| Each | 159.0 | 159.0 | 2.0 | False | None | None | False | None | False | 318.0 | 0 |
| 4050537 | 157205 | None | 3.4.3 | Supplying and flush mounting powder coated/galvanized metal box suitable for mounting modular switch plates.The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P- 8, INo.- 3.4.3) (ELE SR 2022-23)
| Each | 177.0 | 177.0 | 2.0 | False | None | None | False | None | False | 354.0 | 0 |
| 4050538 | 157205 | None | 3.4.4 | Supplying and flush mounting powder coated/galvanized metal box suitable for mounting modular switch plates.The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P- 8, INo.- 3.4.4) (ELE SR 2022-23)
| Each | 220.0 | 220.0 | 3.0 | False | None | None | False | None | False | 660.0 | 0 |
| 4050539 | 157205 | None | 3.4.5 | Supplying and flush mounting powder coated/galvanized metal box suitable for mounting modular switch plates.The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (P- 8, INo.- 3.4.5) (ELE SR 2022-23)
| Each | 261.0 | 261.0 | 6.0 | False | None | None | False | None | False | 1566.0 | 0 |
| 4050540 | 157205 | None | 3.4.6 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc.,complete on the existing metal/PVC box. (P- 8, INo.- 3.4.6) (ELE SR 2022-23)
| Each | 319.0 | 319.0 | 10.0 | False | None | None | False | None | False | 3190.0 | 0 |
| 4050541 | 157205 | None | 3.4.7 | 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. (P- 8, INo.- 3.4.7) (ELE SR 2022-23)
| Each | 363.0 | 363.0 | 10.0 | False | None | None | False | None | False | 3630.0 | 0 |
| 4050542 | 157205 | None | 3.5.2 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc.,complete on the existing metal/PVC box. (P- 8, INo.- 3.5.2) (ELE SR 2022-23)
| Each | 161.0 | 161.0 | 2.0 | False | None | None | False | None | False | 322.0 | 0 |
| 4050543 | 157205 | None | 3.5.3 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc.,complete on the existing metal/PVC box. (P- 8, INo.- 3.5.3) (ELE SR 2022-23)
| Each | 175.0 | 175.0 | 2.0 | False | None | None | False | None | False | 350.0 | 0 |
| 4050544 | 157205 | None | 3.5.4 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc.,complete on the existing metal/PVC box. (P- 8, INo.- 3.5.4) (ELE SR 2022-23)
| Each | 234.0 | 234.0 | 3.0 | False | None | None | False | None | False | 702.0 | 0 |
| 4050545 | 157205 | None | 3.5.5 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc.,complete on the existing metal/PVC box. (P- 8, INo.- 3.5.5) (ELE SR 2022-23)
| Each | 284.0 | 284.0 | 6.0 | False | None | None | False | None | False | 1704.0 | 0 |
| 4050546 | 157205 | None | 3.5.6 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc.,complete on the existing metal/PVC box. (P- 8, INo.- 3.5.6) (ELE SR 2022-23)
| Each | 344.0 | 344.0 | 10.0 | False | None | None | False | None | False | 3440.0 | 0 |
| 4050547 | 157205 | None | 3.5.6 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc.,complete on the existing metal/PVC box. (P- 8, INo.- 3.5.6) (ELE SR 2022-23)
| Each | 397.0 | 397.0 | 10.0 | False | None | None | False | None | False | 3970.0 | 0 |
| 4050548 | 157205 | None | 3.6.1 | Supplying and fixing of modular switch and connected accessories on existing modular switch plate as per IS 3854 and IS 1293 (P- 9, INo.- 3.6.1) (ELE SR 2023-24)
| Each | 102.0 | 102.0 | 100.0 | False | None | None | False | None | False | 10200.0 | 0 |
| 4050549 | 157205 | None | 3.6.3 | Supplying and fixing of modular switch and connected accessories on existing modular switch plate as per IS 3854 and IS 1293 (P- 9, INo.- 3.6.3) (ELE SR 2023-24)
| Each | 171.0 | 171.0 | 38.0 | False | None | None | False | None | False | 6498.0 | 0 |
| 4050550 | 157205 | None | 3.6.5 | Supplying and fixing of modular switch and connected accessories on existing modular switch plate as per IS 3854 and IS 1293 (P- 9, INo.- 3.6.5) (ELE SR 2023-24)
| Each | 276.0 | 276.0 | 10.0 | False | None | None | False | None | False | 2760.0 | 0 |
| 4050551 | 157205 | None | 3.6.9 | Supplying and fixing of modular switch and connected accessories on existing modular switch plate as per IS 3854 and IS 1293 (P- 9, INo.- 3.6.9) (ELE SR 2023-24)
| Each | 326.0 | 326.0 | 18.0 | False | None | None | False | None | False | 5868.0 | 0 |
| 4050552 | 157205 | None | 3.6.10 | Supplying and fixing of modular switch and connected accessories on existing modular switch plate as per IS 3854 and IS 1293 (P- 9, INo.- 3.6.10) (ELE SR 2023-24)
| Each | 236.0 | 236.0 | 18.0 | False | None | None | False | None | False | 4248.0 | 0 |
| 4050553 | 157205 | None | 12.49 | Supplying & Fixing of 250-400 W lamp Holder (P- 52, INo.- 12.49) (ELE SR 2023-24)
| Nos | 198.0 | 198.0 | 39.0 | False | None | None | False | None | False | 7722.0 | 0 |
| 4050554 | 157205 | None | 2.3.2 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.(Pg.No-5 I.No-2.3.2 PWD Elec SR 23-23 V-6)
| m | 26.0 | 26.0 | 90.0 | False | None | None | False | None | False | 2340.0 | 0 |
| 4050555 | 157205 | None | 2.3.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.(Pg.No-5 I.No-2.3.3 PWD Elec SR 23-23 V-6)
| m | 42.0 | 42.0 | 90.0 | False | None | None | False | None | False | 3780.0 | 0 |
| 4050556 | 157205 | None | 2.3.4 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.(Pg.No-5 I.No-2.3.4 PWD Elec SR 23-23 V-6)
| m | 63.0 | 63.0 | 90.0 | False | None | None | False | None | False | 5670.0 | 0 |
| 4050557 | 157205 | None | 9.2.4 |
Supplying, erecting, testing & commissioning of OFF- LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with all accessories complete and Excluding batteries and wiring complete. 3 kVA OFF LINE UPS (P- 38, INo.- 9.2.4 ) (ELE SR 2023-24)
| Each | 29142.0 | 29142.0 | 1.0 | False | None | None | False | None | False | 29142.0 | 0 |