| 1724916382000 | 1 | None | None | Water /sewage treatment tanks | Construction Of Pure Drinking Water Unit Near Main School At 11Th Ward in TMC Harapanahalli Limits | 1016694.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3877058 | 148774 | None | code01 | Earth 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. | Cum | 254.1 | 254.1 | 8.0865 | False | None | None | False | None | False | 2054.77965 | 0 | | 3877059 | 148774 | None | code02 | 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 | 6125.62 | 6125.62 | 3.0294 | False | None | None | False | None | False | 18556.953228 | 0 | | 3877060 | 148774 | None | code03 | 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) | Cum | 5891.55 | 5891.55 | 6.8094 | False | None | None | False | None | False | 40117.92057 | 0 | | 3877061 | 148774 | None | code04 | 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 | 4.842 | False | None | None | False | None | False | 32482.3149 | 0 | | 3877062 | 148774 | None | code05 | 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 | 4.088 | False | None | None | False | None | False | 1141.7784 | 0 | | 3877063 | 148774 | None | code06 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1375.5 | 1375.5 | 49.341 | False | None | None | False | None | False | 67868.5455 | 0 | | 3877064 | 148774 | None | code07 | 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 | 8353.8 | 8353.8 | 1.3252 | False | None | None | False | None | False | 11070.45576 | 0 | | 3877065 | 148774 | None | code08 | 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. | Kgs | 154.35 | 154.35 | 157.5 | False | None | None | False | None | False | 24310.125 | 0 | | 3877066 | 148774 | None | code09 | 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 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 596.4 | 596.4 | 33.28 | False | None | None | False | None | False | 19848.192 | 0 | | 3877067 | 148774 | None | code10 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications. | Kg | 599.55 | 599.55 | 68.6028 | False | None | None | False | None | False | 41130.80874 | 0 | | 3877068 | 148774 | None | code11 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 4562.25 | 4562.25 | 2.4 | False | None | None | False | None | False | 10949.4 | 0 | | 3877069 | 148774 | None | code12 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge: Pre-laminated particle board with decorative lamination on both sides including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 1032.15 | 1032.15 | 6.39 | False | None | None | False | None | False | 6595.4385 | 0 | | 3877070 | 148774 | None | code13 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the Architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 8 mm thickness (weight not less than 20 kg/ m²) including cost of materials, labour, usage charges of
machinery complete as per specifications. | Sqm | 1370.25 | 1370.25 | 7.92 | False | None | None | False | None | False | 10852.38 | 0 | | 3877071 | 148774 | None | code14 | 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. | Kgs | 192.15 | 192.15 | 50.4 | False | None | None | False | None | False | 9684.36 | 0 | | 3877072 | 148774 | None | code15 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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 | 384.3 | 384.3 | 66.21 | False | None | None | False | None | False | 25444.503 | 0 | | 3877073 | 148774 | None | code16 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone 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 | 450.45 | 450.45 | 48.09 | False | None | None | False | None | False | 21662.1405 | 0 | | 3877074 | 148774 | None | code17 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.
Size of Tile 600x600 mm | Sqm | 1233.75 | 1233.75 | 34.11 | False | None | None | False | None | False | 42083.2125 | 0 | | 3877075 | 148774 | None | code18 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more 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) | Kgs | 93.93 | 93.93 | 79.512 | False | None | None | False | None | False | 7468.56216 | 0 | | 3877076 | 148774 | None | code19 | 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 | 30.09 | False | None | None | False | None | False | 4328.4465 | 0 | | 3877077 | 148774 | None | code20 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/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. | Sqm | 297.15 | 297.15 | 53.01 | False | None | None | False | None | False | 15751.9215 | 0 | | 3877078 | 148774 | None | code21 | Water purification plants: Supplying, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components For 1000 LPH FRP : Skid Type | Unit | 436800.0 | 436800.0 | 1.0 | False | None | None | False | None | False | 436800.0 | 0 | | 3877079 | 148774 | None | code22 | Open Conduit System Supplying heavy gauge PVC conduit pipe 25 mm dia confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc., and fixing using inverted wood plugs in case of RCC ceiling and RCC wall stone structure or rawl plugs in case of brick walls and cement plastering damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. (P.No.2, I.No.1. 1.3) PWD ELECTRICAL DSR. 2019-20 | Mtr | 96.6 | 96.6 | 60.0 | False | None | None | False | None | False | 5796.0 | 0 | | 3877080 | 148774 | None | code23 | 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. (P.No.5, I.No.2.3) PWD ELECTRICAL DSR. 2019-20 | Mtr | 1.0 | 1.0 | 1.0 | False | None | None | False | None | False | 1.0 | 0 | | 3877081 | 148774 | None | code24 | I. 1 sqmm. (Copper wire) | Mtr | 14.7 | 14.7 | 40.0 | False | None | None | False | None | False | 588.0 | 0 | | 3877082 | 148774 | None | code25 | II. 2.5 sqmm (Copper wire) | Mtr | 33.6 | 33.6 | 40.0 | False | None | None | False | None | False | 1344.0 | 0 | | 3877083 | 148774 | None | code26 | III. 4 sqmm (Copper wire) | Mtr | 47.25 | 47.25 | 40.0 | False | None | None | False | None | False | 1890.0 | 0 | | 3877084 | 148774 | None | code27 | IV. 6 sqmm (Copper wire) | Mtr | 73.5 | 73.5 | 18.0 | False | None | None | False | None | False | 1323.0 | 0 | | 3877085 | 148774 | None | code28 | Supplying and fixing PBBC bakelite straight or slant batten holder and wiring, within 60w/230 Volts lamps. Group 'A' (P.No.20, I.No.4.2) PWD ELECTRICAL DSR. 2019-20 | Each | 92.4 | 92.4 | 4.0 | False | None | None | False | None | False | 369.6 | 0 | | 3877086 | 148774 | None | code29 | Supply patty type fluorescent tube light fitting of 4'- 36/40 watts fluorescent tube fitting, made out of M.S sheet and stove enameled with low loss open construction copper wound ferromagnetic ballast, starter, locking type brass contact holders mounted on double fold type sheet base fully wired for use on 230 Volts A C Supply including 1No 4'-36/40Watts fluorescent tube. a.Group 'A' (P.No.20, I.No.4.6) PWD ELECTRICAL DSR. 2019-20 | Each | 702.45 | 702.45 | 2.0 | False | None | None | False | None | False | 1404.9 | 0 | | 3877087 | 148774 | None | code30 | Supply and fixing polished wood board made of not less than 15mm thick plank on both sides with planks made out of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws etc. a) 20"x20"x2.5" (P.NO.44, I.No.6.6.6) PWD ELECTRICAL DSR. 2019-20 | Each | 317.1 | 317.1 | 2.0 | False | None | None | False | None | False | 634.2 | 0 | | 3877088 | 148774 | None | code31 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers etc., complete. 32Amps (P.No.44, I.No.6.7.2) PWD ELECTRICAL DSR. 2019-20 | Each | 189.0 | 189.0 | 2.0 | False | None | None | False | None | False | 378.0 | 0 | | 3877089 | 148774 | None | code32 | 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. e) 5-32Amps Group 'A' (P.No.54, I.No.6.16.4 & 6.16.1) PWD ELECTRICAL DSR. 2019-20 | Each | 2032.8 | 2032.8 | 2.0 | False | None | None | False | None | False | 4065.6 | 0 | | 3877090 | 148774 | None | code33 | 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, PWD ELECTRICAL DSR. 2019-20, I.No.3.4.5, Page No.9 | Each | 173.25 | 173.25 | 2.0 | False | None | None | False | None | False | 346.5 | 0 | | 3877091 | 148774 | None | code34 | Supplying and fixing PVC/metal conduit Deep junction box. PWD ELECTRICAL DSR. 2019-20, I.No.1.5.3, Page No.3 | Each | 63.0 | 63.0 | 5.0 | False | None | None | False | None | False | 315.0 | 0 | | 3877092 | 148774 | None | code35 | Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size ……mm conduit using necessary machine screws. PWD ELECTRICAL DSR. 2019-20, I.No.3.10, Page No.10 | Each | 11.55 | 11.55 | 5.0 | False | None | None | False | None | False | 57.75 | 0 | | 3877093 | 148774 | None | code36 | Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. Item No.12.4, Page No, 140, Volume - V | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 3877094 | 148774 | None | code37 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) for: Item No.1, SOR Code O010, Page No, 151, WATER SUPPLY AND UGD WORKS COMMON SCHEDULE OF RATES 2021-22 Volume - V | Mtr | 1.0 | 1.0 | 1.0 | False | None | None | False | None | False | 1.0 | 0 | | 3877095 | 148774 | None | code38 | a) Borewell depth of 0 to 50 m, Item No.12.1.1, SOR Code O020D, Page No, 139, Volume - V | Mtr | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | | 3877096 | 148774 | None | code39 | b) Borewell depth of 50 to 100 m, Item No.12.1.2, SOR Code O020D, Page No, 139, Volume - V | Mtr | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | | 3877097 | 148774 | None | code40 | c) Borewell depth of 100 to 150 m Item No.12.1.3, SOR Code O020D, Page No, 139,olume - V | Mtr | 517.65 | 517.65 | 22.0 | False | None | None | False | None | False | 11388.3 | 0 | | 3877098 | 148774 | None | code41 | 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 pecials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available 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. Item No.10.2.4, Page no.114, Volume - V | Mtr | 604.8 | 604.8 | 12.0 | False | None | None | False | None | False | 7257.6 | 0 | | 3877099 | 148774 | None | code42 | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 5.00 HP - 300 LPM @ 39 m = 5 STG Outlet Dia - 2.50" Item No.13.13.1, Page No, 151, Volume - V | Each | 27625.5 | 27625.5 | 1.0 | False | None | None | False | None | False | 27625.5 | 0 | | 3877100 | 148774 | None | code43 | Submericable cables Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. Item No.13.22.2, Page No, 154, Volume - V | Mtr | 89.25 | 89.25 | 40.0 | False | None | None | False | None | False | 3570.0 | 0 | | 3877101 | 148774 | None | code44 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 65 mm Dia Item No.13.27.2, Page No, 155, Volume - V | Each | 3753.75 | 3753.75 | 6.0 | False | None | None | False | None | False | 22522.5 | 0 | | 3877102 | 148774 | None | code45 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. Item No.13.32, Page No, 156, Volume - V | Each | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 3877103 | 148774 | None | code46 | Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. Item No.13.26, Page No, 155, Volume - V | Each | 1207.5 | 1207.5 | 1.0 | False | None | None | False | None | False | 1207.5 | 0 | | 3877104 | 148774 | None | code47 | Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. Item No.13.33, Page No, 156, Volume - V | Job | 1417.5 | 1417.5 | 1.0 | False | None | None | False | None | False | 1417.5 | 0 | | 3877105 | 148774 | None | code48 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. Item No.13.36, Page No, 156, Volume - V | Mtr | 141.75 | 141.75 | 30.0 | False | None | None | False | None | False | 4252.5 | 0 | | 3877106 | 148774 | None | code49 | Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. Item No.13.38.1, Page No, 156, Volume - V | Each | 393.75 | 393.75 | 1.0 | False | None | None | False | None | False | 393.75 | 0 | | 3877107 | 148774 | None | code50 | Indoor Type Board, Consist of 2 units meter Board unit & Panel board unit (a), One number of MS Box of size 350X380X150 mm fabricated out of 2mm thick sheet metal with sealable door and arrangement for mounting CT's (if any) to connect 3Ph/4 wire energy meter cable Box etc., complete a transperent glass peace should be provided for the protection where the energy meter reading could be read out, Up to 6 HP | Set | 8242.5 | 8242.5 | 1.0 | False | None | None | False | None | False | 8242.5 | 0 | | 3877108 | 148774 | None | code51 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. Item No.13.39, Page No, 157, Volume - V | Job | 3937.5 | 3937.5 | 1.0 | False | None | None | False | None | False | 3937.5 | 0 |
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