| 1709545047000 | 0 | None | None | Buildings | Construction of Toilet Building Govt Girls PU College building in H D Kote Town in H D Kote Taluk | 656617.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2904636 | 95380 | None | Code 1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. (PWD Comman SR 2023-24, Item no. 1.17.1, Page No.10)
| Cum | 72.0 | 72.0 | 8.47 | False | None | None | False | None | False | 609.84 | 0 | | 2904637 | 95380 | None | Code 2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. (PWD Comman SR 2023-24, Item no. 1.17.1, Page No.10)
| Cum | 262.0 | 262.0 | 12.71 | False | None | None | False | None | False | 3330.02 | 0 | | 2904638 | 95380 | None | Code 3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Vol-01, 2023-24, Item no. 2.1.2, Page No.15)
| Cum | 5664.0 | 5664.0 | 3.08 | False | None | None | False | None | False | 17445.12 | 0 | | 2904639 | 95380 | None | Code 4 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Vol-02, 2023-24, Item no.5.2, Page No.9)
| Cum | 6618.0 | 6618.0 | 7.0 | False | None | None | False | None | False | 46326.0 | 0 | | 2904640 | 95380 | None | Code 5 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Vol-02, 2023-24, Item no.5.4, Page No.9)
| Cum | 6389.0 | 6389.0 | 4.27 | False | None | None | False | None | False | 27281.03 | 0 | | 2904641 | 95380 | None | Code 6 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. (PWD Vol-1 SR 2023-24, Item no. 1.10, Page No.7)
| Cum | 160.0 | 160.0 | 2.2 | False | None | None | False | None | False | 352.0 | 0 | | 2904642 | 95380 | None | Code 7 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (PWD Vol-1 SR 2023-24, Item No. 2.11a, Page No. 18)
| Kg | 89457.0 | 89457.0 | 1.389 | False | None | None | False | None | False | 124255.773 | 0 | | 2904643 | 95380 | None | Code 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 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. (PWD Vol-02 SR 2023-24, Item no. 6.7, Page No.13)
| Cum | 8211.0 | 8211.0 | 12.91 | False | None | None | False | None | False | 106004.01 | 0 | | 2904644 | 95380 | None | Code 9 | Providing and laying in position Cement Concrete for all Super structures of building, Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR, Vol.1, 2023-24, Item no. 2.5.2, Page No.16)
| Cum | 10948.8 | 10948.8 | 3.33 | False | None | None | False | None | False | 36459.504 | 0 | | 2904645 | 95380 | None | Code | Providing and laying in position Cement Concrete for all Super structures of building, Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR, Vol.1, 2023-24, Item no. 2.5.2, Page No.16)
| Cum | 10264.5 | 10264.5 | 3.92 | False | None | None | False | None | False | 40236.84 | 0 | | 2904646 | 95380 | None | Code 10 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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. (PWD SR Vol-02, 2023-24, Item no. 8.4.1, Page No.41)
| Sqm | 323.0 | 323.0 | 62.88 | False | None | None | False | None | False | 20310.24 | 0 | | 2904647 | 95380 | None | Code 11 | 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. (PWD SR Vol-02, 2023-24, Item no. 8.10, Page No.43)
| Sqm | 211.0 | 211.0 | 21.87 | False | None | None | False | None | False | 4614.57 | 0 | | 2904648 | 95380 | None | Code 12 | 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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. (PWD SR Vol-02, 2023-24, Item no. 8.9, Page No.42)
| Sqm | 385.0 | 385.0 | 54.45 | False | None | None | False | None | False | 20963.25 | 0 | | 2904649 | 95380 | None | Code 13 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardeninmixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. (PWD SR Vol-02, 2023-24, Item no. 9.2, Page No.59)
| Sqm | 800.0 | 800.0 | 15.5 | False | None | None | False | None | False | 12400.0 | 0 | | 2904650 | 95380 | None | Code 14 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ Sqm including pointing the joints with white cement and matching pigments etc., complete. (PWD SR Vol-02, 2023-24, Item no. 9.11, Page No.60)
| Sqm | 889.0 | 889.0 | 16.13 | False | None | None | False | None | False | 14339.57 | 0 | | 2904651 | 95380 | None | Code 15 | Providing skirting, dadooing, rises of steps with colour 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. (PWD SR Vol-02, 2023-24, Item no. 9.39, Page No.65)
| Sqm | 1449.0 | 1449.0 | 27.76 | False | None | None | False | None | False | 40224.24 | 0 | | 2904652 | 95380 | None | Code 16 | Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR Vol-02, 2023-24, Item no. 11.4, Page No.77)
| Sqm | 5221.0 | 5221.0 | 2.52 | False | None | None | False | None | False | 13156.92 | 0 | | 2904653 | 95380 | None | Code 17 | Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side 5mm thick 20mm wide PVC sheet as gap insert for top rail bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to
the stiles & rails with 5x30mm PVC sheet beading on either side joined together with solvent cement adhesive etc., Complete as per manufacturers specification direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges | Sqm | 1588.0 | 1588.0 | 5.67 | False | None | None | False | None | False | 9003.96 | 0 | | 2904654 | 95380 | None | Code 18 | Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge. (PWD SR Vol-02, 2023-24, Item no. 9.4, Page No.59)
| Cum | 6666.0 | 6666.0 | 3.4 | False | None | None | False | None | False | 22664.4 | 0 | | 2904655 | 95380 | None | Code 19 | 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 openings /wooden frames with rawl plugs screws etc. (PWD SR Vol-02, 2023-24, Item no. 11.34B, Page No.86)
| Kgs | 183.0 | 183.0 | 32.4 | False | None | None | False | None | False | 5929.2 | 0 | | 2904656 | 95380 | None | Code 20 | Providing fixing of louvered ventilator 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 with gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor TP s shall not be made) | Sqm | 5719.0 | 5719.0 | 1.08 | False | None | None | False | None | False | 6176.52 | 0 | | 2904657 | 95380 | None | Code 21 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer-in- charge. (PWD SR Vol-02, 2023-24, Item no. 8.21, Page No.44)
| Sqm | 26.0 | 26.0 | 84.75 | False | None | None | False | None | False | 2203.5 | 0 | | 2904658 | 95380 | None | Code 22 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50 60 degree
angle with 10 years life
| Sqm | 158.0 | 158.0 | 84.75 | False | None | None | False | None | False | 13390.5 | 0 | | 2904659 | 95380 | None | Code 23 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/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. (PWD SR Vol-02, 2023-24, Item no. 8.29, Page No.45)
| Sqm | 283.0 | 283.0 | 54.45 | False | None | None | False | None | False | 15409.35 | 0 | | 2904660 | 95380 | None | Code 24 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (PWD SR Vol-02, 2023-24, Item no. 14.1, Page No.131)
| Each | 4884.0 | 4884.0 | 3.0 | False | None | None | False | None | False | 14652.0 | 0 | | 2904661 | 95380 | None | Code 25 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 600X850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. (PWD SR Vol-02, 2023-24, Item No.13.55 Page No.127)
| Each | 7401.0 | 7401.0 | 2.0 | False | None | None | False | None | False | 14802.0 | 0 | | 2904662 | 95380 | None | Code 26 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth ion etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 32mm dia., 10 kg/sqcm & class 5. (PWD SR Vol-05, 2021-22, Sl no. 1.2, M010B, Page No.134)
| m | 64.0 | 64.0 | 38.0 | False | None | None | False | None | False | 2432.0 | 0 | | 2904663 | 95380 | None | Code 27 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing thound to a depth of not less than 15 cms. with soft gravel or seleclable from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN4, 160mm dia. (PWD SR Vol-05, 2021-22, Sl no. 2.4, M020D, Page No.134)
| m | 556.0 | 556.0 | 15.0 | False | None | None | False | None | False | 8340.0 | 0 | | 2904664 | 95380 | None | Code 28 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :HDPE Grade PE80-PN6.0, 90mm dia. (PWD SR Vol-05, 2021-22, Sl no. 1.3, K010C, Page No.121)
| m | 238.0 | 238.0 | 10.0 | False | None | None | False | None | False | 2380.0 | 0 | | 2904665 | 95380 | None | Code 29 | Supply and delivery at site special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments.32mm dia PVC couplers, (PWD SR Vol-05, 2021-22, Sl no. 6.2, M090B, Page No.136)
| Each | 17.0 | 17.0 | 4.0 | False | None | None | False | None | False | 68.0 | 0 | | 2904666 | 95380 | None | Code 30 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.32 mm dia PVC Elbows. (PWD SR Vol-05, 2021-22, Sl no. 7.2, M100B, Page No.137)
| Each | 22.0 | 22.0 | 10.0 | False | None | None | False | None | False | 220.0 | 0 | | 2904667 | 95380 | None | Code 31 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.32 mm dia PVC BEND. (PWD SR Vol-05, 2021-22, Sl no. 9.2, M120B, Page No.138)
| Each | 38.0 | 38.0 | 20.0 | False | None | None | False | None | False | 760.0 | 0 | | 2904668 | 95380 | None | Code 32 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :32 mm nominal bore. (PWD SR Vol-02, 2023-24, ltem no.13.4.2, Page No.117)
| No | 598.0 | 598.0 | 1.0 | False | None | None | False | None | False | 598.0 | 0 | | 2904669 | 95380 | None | Code 33 | Providing and fixing brass stop cock of approved quality : 20 mm nominal bore. (PWD SR Vol-02, 2023-24, ltem no.13.3.2, Page No.117)
| No | 305.0 | 305.0 | 3.0 | False | None | None | False | None | False | 915.0 | 0 | | 2904670 | 95380 | None | Code 34 | Providing and fixing brass bib cock of approved quality.20 mm nominal bore. (PWD SR Vol-02, 2023-24, ltem no.13.2.2, Page No.117)
| Nos | 305.0 | 305.0 | 3.0 | False | None | None | False | None | False | 915.0 | 0 | | 2904671 | 95380 | None | Code 35 | 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, (PWD Electrical CSR 2023-24, IN-1.2.1, PN-2)
| Mtr | 66.0 | 66.0 | 20.0 | False | None | None | False | None | False | 1320.0 | 0 | | 2904672 | 95380 | None | Code 36 | Supplying heavy gauge PVC Conduit Pipe . dia . mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19/20 mm dia 2 mm thick (PWD Electrical CSR 2023-24, IN-1.3.1, PN-2),
| Mtr | 68.0 | 68.0 | 20.0 | False | None | None | False | None | False | 1360.0 | 0 | | 2904673 | 95380 | None | Code 37 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mSqm (Phase & Neutral) & 1x1.0 mSqm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. PWD Electrical SR 2021-22, Short point upto 3m from tapping point to out let via switch box. (PWD Electrical CSR 2023-24, IN-2.2.2, PN-5), Medium point above 3m upto 6m from tapping point to out let via switch box.
| Point | 379.0 | 379.0 | 6.0 | False | None | None | False | None | False | 2274.0 | 0 | | 2904674 | 95380 | None | Code 38 | 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.PWD Electrical CSR 2023-24, IN-2.3.2, PN-5), 1.5 mSqm
| Mtr | 26.0 | 26.0 | 20.0 | False | None | None | False | None | False | 520.0 | 0 | | 2904675 | 95380 | None | Code 39 | Supplying 6A flush type socket and 6 A flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654, (PWD Electrical CSR 2023-24, IN-3.1.2, PN-8), 6A 3/5 Way
| Each | 147.0 | 147.0 | 3.0 | False | None | None | False | None | False | 441.0 | 0 | | 2904676 | 95380 | None | Code 40 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The bould be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall, (PWD Electrical CSR 2023-24, IN-3.4.3, PN-8), 6 Way
| Each | 177.0 | 177.0 | 1.0 | False | None | None | False | None | False | 177.0 | 0 | | 2904677 | 95380 | None | Code 41 | 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, (PWD Electrical CSR 2023-24, IN-3.5.3, PN-8), 6 Module
| Each | 175.0 | 175.0 | 1.0 | False | None | None | False | None | False | 175.0 | 0 | | 2904678 | 95380 | None | Code 42 | Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. (PWD Electrical CSR 2023-24, IN-13.5, PN-56)
| Each | 162.0 | 162.0 | 1.0 | False | None | None | False | None | False | 162.0 | 0 | | 2904679 | 95380 | None | Code 43 | Supplying fixing of retrofit type - LED bulb . W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70. efficacy 80 lumen per W, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5 of lamp Wage., short circuit open circuit protection to be integrated in the circuit, THD less than 20, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition | Each | 269.0 | 269.0 | 3.0 | False | None | None | False | None | False | 807.0 | 0 | | 2904680 | 95380 | None | Code 44 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. (PWD Electrical CSR 2023-24, IN-3.14.6, PN-10), 6A Lamp Holder
| No | 71.0 | 71.0 | 3.0 | False | None | None | False | None | False | 213.0 | 0 |
|