3836387 | 146326 | None | vol-1 page no-8 item no-1.14.1 | Earth work excavation for Foundation by mechanical means for allworks & 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 theexcavated earth or sorting & stacking the selected earth for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usageof machinery & other appurtenaces required to complete the workIn all kinds of soils Depth upto 3 m
| Cum | 107.1 | 107.1 | 30.34 | False | None | None | False | None | False | 3249.414 | 0 |
3836388 | 146326 | None | vol-1 page-15 item no-2.1.2 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges ofmachinery, 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
| Cum | 5947.2 | 5947.2 | 4.19 | False | None | None | False | None | False | 24918.768 | 0 |
3836389 | 146326 | None | vol-2 page no-9 item no-5.2 | Providing Coursed rubble masonry (first sort) with hard stone in foundationand plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6948.9 | 6948.9 | 22.94 | False | None | None | False | None | False | 159407.766 | 0 |
3836390 | 146326 | None | vol-1 page no-7 item no-1.10 | 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
| Cum | 168.0 | 168.0 | 30.34 | False | None | None | False | None | False | 5097.12 | 0 |
3836391 | 146326 | None | vol-1 page no-15 item no-2.1.4 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges ofmachinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate
| Cum | 6527.85 | 6527.85 | 0.54 | False | None | None | False | None | False | 3525.039 | 0 |
3836392 | 146326 | None | vol-2 page-13 item no-6.2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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.6.2
| Cum | 8376.9 | 8376.9 | 22.39 | False | None | None | False | None | False | 187558.791 | 0 |
3836393 | 146326 | None | vol-2 page-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 | 116.64 | False | None | None | False | None | False | 31230.36 | 0 |
3836394 | 146326 | None | vol-2 page no-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 offcorners 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 | 100.8 | False | None | None | False | None | False | 39266.64 | 0 |
3836395 | 146326 | None | vol-2 page no-63 item no-9.23 | Providing and laying flamed finish Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stoneslab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement 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, Cat Eye, River Pink or equivalent.
| Sqm | 2589.3 | 2589.3 | 70.59 | False | None | None | False | None | False | 182778.687 | 0 |
3836396 | 146326 | None | vol-2 page no-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 afterthoroughly 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 | 116.64 | False | None | None | False | None | False | 16778.664 | 0 |
3836397 | 146326 | None | vol-2 page no-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 afterthoroughly brooming the surface to remove all dirt, dust, mortar dropsand foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
| Sqm | 93.45 | 93.45 | 100.8 | False | None | None | False | None | False | 9419.76 | 0 |
3836398 | 146326 | None | vol-1 page no-15 item no-2.2.1 | Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticizers laid in finishedlayers, well compacted using needle vibrators, including all lead & lifts, costof all materials, quality confirming to the requirements of relevant IS codes,labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates
| Cum | 6601.35 | 6601.35 | 4.98 | False | None | None | False | None | False | 32874.723 | 0 |
3836399 | 146326 | None | vol-1 page no-16 item no-2.5.1 | Providing and laying in position Cement Concrete for all Super structures ofbuilding , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6961.5 | 6961.5 | 10.38 | False | None | None | False | None | False | 72260.37 | 0 |
3836400 | 146326 | None | vol-1 page no-111 item no-1.b | Additionalities for Formwork, Centering & Scaffolding foundation Foundation upto Plinth b. All other types 3% percentage to be added to the finished rate of concrete
| Cum | 198.04 | 198.04 | 4.98 | False | None | None | False | None | False | 986.2392 | 0 |
3836401 | 146326 | None | vol-1 page no-111 item no-9 | Additionalities for Formwork, Centering & Scaffolding Columns Super structrue 70% percentage to be added to the finished rate of concrete
| Cum | 4873.05 | 4873.05 | 2.67 | False | None | None | False | None | False | 13011.0435 | 0 |
3836402 | 146326 | None | vol-1 pageno-112 item no-14 | Additionalities for Formwork, Centering & Scaffolding lintel beam and beam of Buildings structrue 60% percentage to be added to the finished rate of concrete
| Cum | 4176.9 | 4176.9 | 2.8 | False | None | None | False | None | False | 11695.32 | 0 |
3836403 | 146326 | None | vol-1 page no-112 item no-15 | Additionalities for Formwork, Centering & Scaffolding Roof slab Stair case and Other similar Structure of Buildings structrue 50% percentage to be added to the finished rate of concrete | Cum | 3480.75 | 3480.75 | 4.91 | False | None | None | False | None | False | 17090.4825 | 0 |
3836404 | 146326 | None | vol-1 page no-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 | 1.84 | False | None | None | False | None | False | 172830.924 | 0 |
3836405 | 146326 | None | vol-1 page no-7 item no-1.9 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming andwatering, lead up to 50 m and lift upto 1.5 m.
| Cum | 279.3 | 279.3 | 17.93 | False | None | None | False | None | False | 5007.849 | 0 |
3836406 | 146326 | None | vol-2 page no-77 item no-11.3 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm,with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
| Sqm | 8689.8 | 8689.8 | 3.38 | False | None | None | False | None | False | 29371.524 | 0 |
3836407 | 146326 | None | vol-2 page no-77 item no-11.4 | Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frameand 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 priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
| Sqm | 5482.05 | 5482.05 | 6.71 | False | None | None | False | None | False | 36784.5555 | 0 |
3836408 | 146326 | None | vol-2 page no-86 item no-11.34B | Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coat withapproved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
| Kg | 192.15 | 192.15 | 140.96 | False | None | None | False | None | False | 27085.464 | 0 |
3836409 | 146326 | None | vol-2 page no-A-47 sl no-495 | M.S. pipe 150 mm dia casing pipe
| No | 1126.0 | 1126.0 | 12.0 | False | None | None | False | None | False | 13512.0 | 0 |
3836410 | 146326 | None | vol-2 page no-77 item no-11 | Providing and fixing Structural Steel work riveted, bolted or welded inbuilt up sections, trusses and framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer allcomplete including cost of materials, labour, usage charges of machinerycomplete as per specifications and as per directions of the Engineer-in-Charge
| Kgs | 118.65 | 118.65 | 396.0 | False | None | None | False | None | False | 46985.4 | 0 |
3836411 | 146326 | None | vol-2 page no-26 item no-7.38 | Providing and fixing precoated galvanised iron profile sheets (size, shapeand pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277,in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheetand polyester top coat 15-18 microns. Sheet should have protective guardfilm of 25 microns minimum to avoid scratches during transportation andshould be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trussesand including cutting to size and shape wherever required. | Sqm | 596.4 | 596.4 | 11.55 | False | None | None | False | None | False | 6888.42 | 0 |
3836412 | 146326 | None | Vol-2 pg no.202 iteam no.20.44.1 | Providing & fixing White vitreous china water closet squatting pan (Indiantype) along with "S" or "P" trap including dismantling of old WC seat and"S" or "P" trap at site complete with all operations including all necessary
materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge Long pattern W.C Pan of size 580x440 mm | Each | 2930.55 | 2930.55 | 1.0 | False | None | None | False | None | False | 2930.55 | 0 |
3836413 | 146326 | None | vol2 pg no.60 iteam no.9.9 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conformingto IS : 15622 of approved make in colours such as White, Ivory, Grey, FumeRed Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarsesand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointingthe joints with white cement and matching pigment etc., complete. | Sqm | 1129.8 | 1129.8 | 7.56 | False | None | None | False | None | False | 8541.288 | 0 |
3836414 | 146326 | None | vol 2 pg no.122 iteam no.13.31.1 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVCplain & brass threaded fittings, including fixing the pipe with clamps at1.00 m spacing. This includes jointing of pipes & fittings with one stepCPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall15 mm nominal dia Pipes | Rmtr | 191.1 | 191.1 | 20.0 | False | None | None | False | None | False | 3822.0 | 0 |
3836415 | 146326 | None | vol 2 Pg A-30 sl no.591 | P.T.M.T. Bib cock with nozzle 15mm | Nos | 150.0 | 150.0 | 2.0 | False | None | None | False | None | False | 300.0 | 0 |
3836416 | 146326 | None | vol 5 pg no.191 iteam no.16.9 | Constructing brick masonry chamber of internal dimension 600x600mmand depth of 600mm (inner dimensions) with modular bricks of CD 75in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixingCI cover & frame etc. excluding the cost of CI frame and cover. | Each | 5726.7 | 5726.7 | 2.0 | False | None | None | False | None | False | 11453.4 | 0 |
3836417 | 146326 | None | Vol-5 Pg no.187 Iteam no.16.1.4 | Providing, lowering, laying, jointing, testing and commissioning of GlazedStone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127with latest amendments, including conveying to work site, caulkingwith hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfectlinking and curing for 10 days and testing with water etc. with all lead,lifts and as per Technical Specifications. The cost to include the cost ofall jointing materials, necessary survey works for laying of sewer linesetc. complete. The contractor will make own arrangements for procuring water for testing.230 mm dia. pipes | Rmtr | 926.1 | 926.1 | 10.0 | False | None | None | False | None | False | 9261.0 | 0 |
3836418 | 146326 | None | vol 2 pg no.123 iteam no.13.34 | Providing and placing on terrace (at all floor levels) polyethylenewater storage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank | Ltr | 9.45 | 9.45 | 1000.0 | False | None | None | False | None | False | 9450.0 | 0 |
3836419 | 146326 | None | Vol6pg | Open Conduit SystemSupplying heavygaugePVC conduit pipe dia mm thick confirming toIS2509 with suitable size bends,junction boxes,adhesive pasteetc,and fixing using inverted wood plug sin case of RCC ceiling and RCCwall/stonestructureorrawlplugsincaseofbrick wall sand cement plastering the damaged portionusing heavy gauge saddles at an interval of 700mm using NF screws.1.1.1) 19/20 mm dia 2 mm thick | Mtr | 72.45 | 72.45 | 70.0 | False | None | None | False | None | False | 5071.5 | 0 |
3836420 | 146326 | None | vol 6 Pg no. | Point wiring using Copper wire with switch.2.1) Supplying and wiring adopting loop systeminexisting PVC Conduit/casing capping using 2x1.5Sqmm (Phase&Neutral)&1x1.0sqmm (Earthwire) FRLSmultistrand PVC insulatedcopperwire (confirming to IS-694:andlatestamendments) with a 6AmpsflushtypeSPcontrolswitchshallbefixedontheexistingplasticsheet/gangbox,theotherendofthewiresshallbeterminated with sufficient loos eleng thina wood/ PVCroundblock.complete for each outlet 2.1.1) Short point upto 3Mtr from tapping point to out let via switch | Point | 303.45 | 303.45 | 10.0 | False | None | None | False | None | False | 3034.5 | 0 |
3836421 | 146326 | None | vol 6 pg no. | Point wiring using Copper wire with switch.2.1) Supplying and wiring adopting loop systeminexisting PVC Conduit/casing capping using 2x1.5Sqmm (Phase&Neutral)&1x1.0sqmm (Earthwire) FRLSmultistrand PVC insulatedcopperwire (confirming to IS-694:andlatestamendments) with a 6AmpsflushtypeSPcontrolswitchshallbefixedontheexistingplasticsheet/gangbox,theotherendofthewiresshallbeterminated with sufficient loos eleng thina wood/ PVCroundblock.complete for each outlet 2.1.2) Medium pointa bove 3Mtrupto 6Mtr from tapping point to outlet via switch box | Point | 413.7 | 413.7 | 3.0 | False | None | None | False | None | False | 1241.1 | 0 |
3836422 | 146326 | None | vol 6pg no. | Point wiring using Copper wire with switch.2.1) Supplying and wiring adopting loop systeminexisting PVC Conduit/casing capping using 2x1.5Sqmm (Phase&Neutral)&1x1.0sqmm (Earthwire) FRLSmultistrand PVC insulatedcopperwire (confirming to IS-694:a nd lates tamendments) with a 6Ampsflushtype SP controls witch shall befixedontheexistingplasticsheet/gangbox,theotherendofthewiresshallbeterminated with sufficient loos eleng thina wood/ PVCroundblock.complete for each outlet2.1.3) Long pointa bove 6Mtrupto10 Mtr from tapping point to outlet via switch box | Point | 598.5 | 598.5 | 2.0 | False | None | None | False | None | False | 1197.0 | 0 |
3836423 | 146326 | None | vol 6 pg no. | Supplyingandfixingsuperiorqualitymodularswitchmountingpolycarbonateplatewithnecessarysupportingbackplatewithrequirednos.ofmachinescrews,boltsnutsetc.,completeontheexistingmetal/PVC box.3.5.5) 8 Module
Schedule of Rates for Electrical Works2023-24 | Each | 298.2 | 298.2 | 4.0 | False | None | None | False | None | False | 1192.8 | 0 |
3836424 | 146326 | None | Vol6 pg no. | 6.3) Supplyingcapacitortypeceilingfancompletewithdownrodblades,shackle,canopiesetc,foroperationon230V,50cycles.SinglephaseACsupplyconformingtoISS-374-1979andwithdoubleballbearingsystem.
6.3.1) 48" Sweep (1200 mm) Regular model | Each | 3133.2 | 3133.2 | 6.0 | False | None | None | False | None | False | 18799.2 | 0 |
3836425 | 146326 | None | vol 6pg no. | 3.6.4) Stepped Fan Regulator
| Each | 374.85 | 374.85 | 6.0 | False | None | None | False | None | False | 2249.1 | 0 |
3836426 | 146326 | None | Vol 6 pg no. | 5.18) Supplying fixing miniature circuit breakersonexisting MCB distribution board susing necessary fixingmaterialsand' C' Typecurve,indicatorON/OFF,energycross-3 with Short circuit breaking capacityof10K and completewiringas required confirming toIEC60898.5.18.4) 6-32 A DP | Each | 775.95 | 775.95 | 2.0 | False | None | None | False | None | False | 1551.9 | 0 |
3836427 | 146326 | None | Vol 6pg no. | 11.3 Supplying offeet PVCBattenwith integratedLEDtube.Wwithhighqualitydiffuserwith Life of 25000 burning hours70 lumenmaintenancewithCRI 80.PowerInput:22040V50/60HzPowerfactor0.9alongwithCEapproved.2
yearsWarrant
yagainstanymanufacturingdefectworkingunderstandardelectrical condition.
| Each | 724.5 | 724.5 | 15.0 | False | None | None | False | None | False | 10867.5 | 0 |
3836428 | 146326 | None | Vol 6 Pg n | U G Cable
1.1Kv XLPE or Heat resistant PVC insulated PVC Extruded Inner sheath Armoured LT UG cable as per IS 1554 part 1 or IS 7098 Part 1 Armouring strip thickness and resistivity as per IS 3975 16sqmm 4 core 16 Gi strips 4x0.8mm .BESCOM SR 2021 22 BESCOM Part III 11kv materials 32.05 16 Sqmm 4 Core 11 GI Strips 4 x 0.8 mm (sl no.215, itm no.32.05) | Km | 148934.1 | 148934.1 | 0.04 | False | None | None | False | None | False | 5957.364 | 0 |
3836429 | 146326 | None | Vol 6 Pg no. | Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits depositing on bank upto a lead of 50 Mtr Supplying and Displaying necessary Danger Boards and Lighting Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. 201) 29.02 In Ordinary Soil | Cum | 273.0 | 273.0 | 10.0 | False | None | None | False | None | False | 2730.0 | 0 |
3836430 | 146326 | None | vol 6 pg no. | Laying of cable in Existing Trench orGI pipe orStoneware orRCC Hume pipe using wooden orAluminium Rollers as directed by department staff. 2.5 to 25Sqmm. 167 20.05 2.5 to 25 Sqmm (Single/3.5/4 Core) | Km | 1246.35 | 1246.35 | 0.04 | False | None | None | False | None | False | 49.854 | 0 |
3836431 | 146326 | None | vol 6 pg no. | HDPE PLB Pipe 40/33 mm ESCOMs SR 2023-24 Page No 366 Item No 66.05 | Km | 65452.8 | 65452.8 | 0.04 | False | None | None | False | None | False | 2618.112 | 0 |
3836432 | 146326 | None | vol 6 pg no. | 6.2) Supplyingof1440rpmheavydutyexhaustfanwithbracketbladessuitable to operate on 230V 50Hz, AC Supply complete.6.2.1) 12" Sweep (300 mm) | Each | 3117.45 | 3117.45 | 2.0 | False | None | None | False | None | False | 6234.9 | 0 |
3836433 | 146326 | None | vol 6 pg no. | Digging of Pit for providing GI Pipe type Earthing21) 1.6.1) Ordinary Soil | Per Pit | 796.95 | 796.95 | 1.0 | False | None | None | False | None | False | 796.95 | 0 |
3836434 | 146326 | None | vol 6 pg no. | 389)51.01) GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer completeMinimum Weight of GI Pipe: 7.3 Kg | No. | 780.15 | 780.15 | 1.0 | False | None | None | False | None | False | 780.15 | 0 |
3836435 | 146326 | None | vol 6 pg no. | 390)51.02) Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each | No | 709.8 | 709.8 | 1.0 | False | None | None | False | None | False | 709.8 | 0 |
3836436 | 146326 | None | vol 6 pg no. | 391)51.03) Good Quality Salt for grounding purposes packed in 50 Kg gunny bag | Bag | 325.5 | 325.5 | 1.0 | False | None | None | False | None | False | 325.5 | 0 |
3836437 | 146326 | None | vol 6 pg no. | 3.6) supplyingandfixingofmodularswitch&connecte daccessories on existing modular switch plate as per IS 3854 and IS 1293.3.6.1) 6A One Way Switch | Each | 107.1 | 107.1 | 10.0 | False | None | None | False | None | False | 1071.0 | 0 |
3836438 | 146326 | None | vol 6 pg no. | 3.6.3) supplyingandfixingofmodularswitch&connecte daccessories on existing modular switch plate as per IS 3854 and IS 6A Three Way socket | Each | 179.55 | 179.55 | 10.0 | False | None | None | False | None | False | 1795.5 | 0 |
3836439 | 146326 | None | vol 6 pg no. | 13.7) Fixingalltypesandallcapacitiesoffluorescent/falseceiling/spotlight/CFL/LEDfittingsindooronthewall/ceiling/rafters/girdersusing23/0.0076"twintwistedPVCinsulatedwires,requiredNosofround blocks and clamps.13.7.1) On wall/ ceiling / Rafter / Girders | Each | 128.1 | 128.1 | 23.0 | False | None | None | False | None | False | 2946.3 | 0 |