| 1724478991000 | 1 | None | None | Other Works | Construction of 31 TPD MATERIAL RECOVERY FACILITY SHED for solid waste management of kolar CMC under SBM 2.0 scheme | 27753541.93 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3851175 | 147112 | None | code01 | 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. (Item No. 1.14.1 Page No. 8 Vol.1 PWD SR) | Cum | 105.06 | 105.06 | 6332.3037 | False | None | None | False | None | False | 665271.826722 | 0 | | 3851176 | 147112 | None | code02 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required(Item No. 1.16.1 Page No. 09 Vol.1 PWD SR)In Hard Rock ( requiring blasting) Depth upto 1.50m | Cum | 570.62 | 570.62 | 703.589 | False | None | None | False | None | False | 401481.95518 | 0 | | 3851177 | 147112 | None | code03 | 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. Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork shall be paid separately. Specification No. KBS 2.1, (Item No. 2.1.2 Page No. 15 Vol.1 PWD SR) | Cum | 5833.92 | 5833.92 | 250.327 | False | None | None | False | None | False | 1460387.69184 | 0 | | 3851178 | 147112 | None | code04 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Specification No. KBS 2.3., 2.3 (Item No. 2.3.2 Page No. 16 Vol.1 PWD SR & Appendix I page No.115)8% (centering Charges) | Cum | 7208.35 | 7208.35 | 69.84 | False | None | None | False | None | False | 503431.164 | 0 | | 3851179 | 147112 | None | code05 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Specification No. KBS 2.3., 2.3 (Item No. 2.3.2 Page No. 16 Vol.1 PWD SR & Appendix I page No.115)70% (centering Charges) | Cum | 11346.48 | 11346.48 | 32.85 | False | None | None | False | None | False | 372731.868 | 0 | | 3851180 | 147112 | None | code06 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Specification No. KBS 2.3., 2.3 (Item No. 2.3.2 Page No. 16 Vol.1 PWD SR & Appendix I page No.115))8% (centering Charges) | Cum | 7208.35 | 7208.35 | 310.99 | False | None | None | False | None | False | 2241724.7665 | 0 | | 3851181 | 147112 | None | code07 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item No. 2.2.3 Page No. 15 Vol.1 PWD SR & Appendix I page No.115) | Cum | 9789.12 | 9789.12 | 23.37 | False | None | None | False | None | False | 228771.7344 | 0 | | 3851182 | 147112 | None | code08 | Steel Fabrication: 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 / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification. (Item No. 2.11 Page No. 18 Vol.1 PWD SR) | Tonne | 92140.71 | 92140.71 | 25.838 | False | None | None | False | None | False | 2380731.66498 | 0 | | 3851183 | 147112 | None | code09 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) . (Item No. 5.4 Page No. 9 Vol.2 PWD SR) | Cum | 6580.67 | 6580.67 | 105.5 | False | None | None | False | None | False | 694260.685 | 0 | | 3851184 | 147112 | None | code10 | 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 (Item No. 1.8 Page No. 7 Vol.1 PWD SR) | Cum | 488.22 | 488.22 | 2508.38 | False | None | None | False | None | False | 1224641.2836 | 0 | | 3851185 | 147112 | None | code11 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm 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. (Item No. 6.33 Page No. 17 Vol.2 PWD SR) | Sqm | 1267.93 | 1267.93 | 489.24 | False | None | None | False | None | False | 620322.0732 | 0 | | 3851186 | 147112 | None | code12 | Providing 15mm 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.(Item No. 8.3.1, Page No. 41, Vol.2) | Sqm | 303.85 | 303.85 | 1016.9 | False | None | None | False | None | False | 308985.065 | 0 | | 3851187 | 147112 | None | code13 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. (Item No. 11.2, Page No. 77, Vol.2) | Kg | 116.39 | 116.39 | 99871.04 | False | None | None | False | None | False | 11623990.3456 | 0 | | 3851188 | 147112 | None | code14 | Providing and fixing Aluminium Turbo ventilator complete as per technical specifications (Item No. 7.69.1 Page No.38, Vol.2) Non Power Driven with 0.9mm thickness and 38 No.s of Vanes & turbine doom thickness 1mm and total weight not less than 5.2kg for Industrial use. | Nos | 5376.6 | 5376.6 | 14.0 | False | None | None | False | None | False | 75272.4 | 0 | | 3851189 | 147112 | None | code15 | 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 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. 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 Engineerin-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. (Item No. 7.38, Page No. 26, Vol.2) | Sqm | 585.04 | 585.04 | 3928.84 | False | None | None | False | None | False | 2298528.5536 | 0 | | 3851190 | 147112 | None | code16 | Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.(Item No. 8.51, Page No. 50, Vol.2) | Sqm | 103.0 | 103.0 | 1016.9 | False | None | None | False | None | False | 104740.7 | 0 | | 3851191 | 147112 | None | code17 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. One coat as per specifications and as per directions of Engineer in charge.(Item No. 8.54.1, Page No. 50, Vol.2) | Sqm | 75.19 | 75.19 | 497.06 | False | None | None | False | None | False | 37373.9414 | 0 | | 3851192 | 147112 | None | code18 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint ofapproved quality to give an even shade, afterthoroughly brooming the surface to remove all dirt,dust, mortar drops and foreign matter includingpreparing the surface even and sand paper smooth,cost of materials, labour complete as per specificationsand as per directions of Engineer-in-charge[PWD SR2023-24 Vol:2 P.NO.45 I.No: 8.30] | Sqm | 179.22 | 179.22 | 456.35 | False | None | None | False | None | False | 81787.047 | 0 | | 3851193 | 147112 | None | code19 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Item No. 11.6.1, Page No. 76, Vol.2) | Sqm | 2711.99 | 2711.99 | 57.38 | False | None | None | False | None | False | 155613.9862 | 0 | | 3851194 | 147112 | None | code20 | Extra for providing 2 HP Mild Steel Auto Reverse Shutter Gearbox for operating rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Item No. 11.8.4, Page No. 77, Vol.2) | Each | 25426.58 | 25426.58 | 3.0 | False | None | None | False | None | False | 76279.74 | 0 | | 3851195 | 147112 | None | code21 | 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 Fixed Portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications..(Item No. 11.35.1.1, Page No. 87, Vol.2) | Kg | 465.56 | 465.56 | 1020.0 | False | None | None | False | None | False | 474871.2 | 0 | | 3851196 | 147112 | None | code22 | RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 | No | 7288.28 | 7288.28 | 16.0 | False | None | None | False | None | False | 116612.48 | 0 | | 3851197 | 147112 | None | code23 | RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) asper IS-785 | Per Pit | 647.87 | 647.87 | 16.0 | False | None | None | False | None | False | 10365.92 | 0 | | 3851198 | 147112 | None | code24 | Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth | No | 1146.39 | 1146.39 | 16.0 | False | None | None | False | None | False | 18342.24 | 0 | | 3851199 | 147112 | None | code25 | 11 kV, Horizontal Cross Arm - Mild Steel (MS) (Dwg No. BESCOM/GM/QS&S/04 Dtd 24.11.2018) | No | 383.16 | 383.16 | 4.0 | False | None | None | False | None | False | 1532.64 | 0 | | 3851200 | 147112 | None | code26 | LT 4 Pin Cross Arm - MS(Dwg No. BESCOM/GM/QS&S/32 Dtd 24.11.2018) | No | 297.67 | 297.67 | 16.0 | False | None | None | False | None | False | 4762.72 | 0 | | 3851201 | 147112 | None | code27 | Insulator as per IS-1445 for Ceremic, IS- 7935 for GI Pin, IEC-61109 for Polymeric . 11 kV Ceramic Pin Insulator (Shell only) | No | 85.49 | 85.49 | 66.0 | False | None | None | False | None | False | 5642.34 | 0 | | 3851202 | 147112 | None | code28 | Insulator as per IS-1445 for Ceremic, IS- 7935 for GI Pin, IEC-61109 for Polymeric .DISC Insulator 45 kN Porcelain | No | 525.3 | 525.3 | 20.0 | False | None | None | False | None | False | 10506.0 | 0 | | 3851203 | 147112 | None | code29 | Insulator as per IS-1445 for Ceremic, IS- 7935 for GI Pin, IEC-61109 for Polymeric No. 8 Strain Insulator | No | 27.81 | 27.81 | 44.0 | False | None | None | False | None | False | 1223.64 | 0 | | 3851204 | 147112 | None | code30 | ACSR Conductor as per IS-398 (Part - 2/1996) Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM | Km | 47621.02 | 47621.02 | 1.6 | False | None | None | False | None | False | 76193.632 | 0 | | 3851205 | 147112 | None | code31 | Stringing of conductor Squirrel, Weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. Rabbit ACSR. | Per Km | 4491.83 | 4491.83 | 1.6 | False | None | None | False | None | False | 7186.928 | 0 | | 3851206 | 147112 | None | code32 | 11 kV, 400 Amps Double Break GOS(Dwg No. BESCOM/GM/QS&S/22 Dtd 24.11.2018) | Set | 21897.8 | 21897.8 | 1.0 | False | None | None | False | None | False | 21897.8 | 0 | | 3851207 | 147112 | None | code33 | Insulated GOS Operating Rods | No | 425.39 | 425.39 | 2.0 | False | None | None | False | None | False | 850.78 | 0 | | 3851208 | 147112 | None | code34 | Distribution Transformer - 3 Phase, 11kV/433V - Stacked CRGO Core with Oil as per IS-1180 (Part-1): 2014, 500 kVA, Aluminium Wdg, Star 2 (5 Star) | No | 937458.62 | 937458.62 | 1.0 | False | None | None | False | None | False | 937458.62 | 0 | | 3851209 | 147112 | None | code35 | Erection of 300 - 500 kVA Transformer | Each | 3177.55 | 3177.55 | 1.0 | False | None | None | False | None | False | 3177.55 | 0 | | 3851210 | 147112 | None | code36 | 11 kV, HG Fuse Unit with Solid Core Insulator (Dwg No. BESCOM/GM/QS&S/21 Dtd 24.11.2018) | Set | 1101.07 | 1101.07 | 1.0 | False | None | None | False | None | False | 1101.07 | 0 | | 3851211 | 147112 | None | code37 | H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - MS | Set | 4461.96 | 4461.96 | 1.0 | False | None | None | False | None | False | 4461.96 | 0 | | 3851212 | 147112 | None | code38 | Tinned Copper Fuse Wire, 100 Amps | Kg | 1161.84 | 1161.84 | 0.35 | False | None | None | False | None | False | 406.644 | 0 | | 3851213 | 147112 | None | code39 | Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing. Above 250 kVA | Per Structure | 6715.6 | 6715.6 | 1.0 | False | None | None | False | None | False | 6715.6 | 0 | | 3851214 | 147112 | None | code40 | Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified | No | 2237.16 | 2237.16 | 3.0 | False | None | None | False | None | False | 6711.48 | 0 | | 3851215 | 147112 | None | code41 | 11 kV HT Metering cubicle of different CT Ratio, Both side cable entry type with 3 CT & 3 PT, With Transparent Cover TTB, with 30x8 mm Copper Busbar, Modem & 2 No of Meters for 3 Phase 4 Wire Metering without Load Break Switch (HT Metering Box Fabricated out of 3 mm MS Sheet duly epoxy powder coated) as per revised Specification(Dwg No. BESCOM/GM/QS&S/-- Dtd 24.11.2018) | Unit | 250776.16 | 250776.16 | 1.0 | False | None | None | False | None | False | 250776.16 | 0 | | 3851216 | 147112 | None | code42 | Erection of HT metering Cubicle on Platform. | No | 1899.32 | 1899.32 | 1.0 | False | None | None | False | None | False | 1899.32 | 0 | | 3851217 | 147112 | None | code43 | 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR | Nos | 1631.52 | 1631.52 | 2.0 | False | None | None | False | None | False | 3263.04 | 0 | | 3851218 | 147112 | None | code44 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975. 240 Sqmm, 3.5 Core, (30 GI Strips - 4 x 0.8 mm) | Km | 888545.98 | 888545.98 | 0.06 | False | None | None | False | None | False | 53312.7588 | 0 | | 3851219 | 147112 | None | code45 | Providing, 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. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 .HDPE Grade PE80-PN6.0,110mm dia | Mtr | 483.07 | 483.07 | 55.0 | False | None | None | False | None | False | 26568.85 | 0 | | 3851220 | 147112 | None | code46 | Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges and suchsimillar works in all kinds of soils, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, removalof stumps and other deleterious matter, excavated surface leveled and sidesneatly dressed disposing off the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost oflabour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m. KPWD Comman SR 2023-24 Vol-1 Item No: 1.4.1 | Cum | 249.26 | 249.26 | 19.8 | False | None | None | False | None | False | 4935.348 | 0 | | 3851221 | 147112 | None | code47 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 120 to 240 Sqmm | Km | 33246.34 | 33246.34 | 0.06 | False | None | None | False | None | False | 1994.7804 | 0 | | 3851222 | 147112 | None | code48 | Heat Shrinkable Outdoor Type Cable Termination Kit for XLPE Cable, 3x240 Sqmm | Set | 5477.54 | 5477.54 | 3.0 | False | None | None | False | None | False | 16432.62 | 0 | | 3851223 | 147112 | None | code49 | Heat shrinkable Type Terminations 3x185 to 3x240 Sqmm | Set | 2737.74 | 2737.74 | 3.0 | False | None | None | False | None | False | 8213.22 | 0 | | 3851224 | 147112 | None | code50 | 7/10 SWG Guy Wire(7/3.251 mm Dia), Std Wt: 680 Kg/KM | MT | 79542.78 | 79542.78 | 0.088 | False | None | None | False | None | False | 6999.76464 | 0 | | 3851225 | 147112 | None | code51 | Guy Clamp - MS(Dwg No. BESCOM/GM/QS&S/07 Dtd 24.11.2018) | No | 91.67 | 91.67 | 8.0 | False | None | None | False | None | False | 733.36 | 0 | | 3851226 | 147112 | None | code52 | Anchor Rod using 12 mm rounds/Guy Rod - MS (Dwg No. BESCOM/GM/QS&S/07 Dtd 24.11.2018) | No | 263.68 | 263.68 | 10.0 | False | None | None | False | None | False | 2636.8 | 0 | | 3851227 | 147112 | None | code53 | LT 2 Pin Cross Arms - GI | No | 178.19 | 178.19 | 18.0 | False | None | None | False | None | False | 3207.42 | 0 | | 3851228 | 147112 | None | code54 | Fixing of Cross Arm, Single Top Support, EG Stirrup, Anticlimbing Device, Guy Set, Guarding etc., Fixing of 2 Pin cross arm with Insulator and Braces fixing | Each | 164.8 | 164.8 | 18.0 | False | None | None | False | None | False | 2966.4 | 0 | | 3851229 | 147112 | None | code55 | Fixing of Cross Arm, Single Top Support, EG Stirrup, Anticlimbing Device, Guy Set, Guarding etc.,Fixing of 4 Pin cross arm with Insulator and Braces fixing | Each | 164.8 | 164.8 | 18.0 | False | None | None | False | None | False | 2966.4 | 0 | | 3851230 | 147112 | None | code56 | Fixing of V-Shape/Horizontal cross arm including Single Top Support Brace and Insulator fixing | Each | 264.71 | 264.71 | 6.0 | False | None | None | False | None | False | 1588.26 | 0 | | 3851231 | 147112 | None | code57 | RCC Pole Clamp - GI | No | 112.27 | 112.27 | 16.0 | False | None | None | False | None | False | 1796.32 | 0 | | 3851232 | 147112 | None | code58 | Load Break Switch with Panel | Unit | 75436.17 | 75436.17 | 1.0 | False | None | None | False | None | False | 75436.17 | 0 | | 3851233 | 147112 | None | code59 | Heavy Duty Copper Terminal Long Barrel 240 Sqmm Copper Terminal, Apprx Wt: 218 Gm | No | 365.65 | 365.65 | 10.0 | False | None | None | False | None | False | 3656.5 | 0 | | 3851234 | 147112 | None | code60 | 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 | 765.29 | 765.29 | 10.0 | False | None | None | False | None | False | 7652.9 | 0 | | 3851235 | 147112 | None | code61 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each | No | 696.28 | 696.28 | 10.0 | False | None | None | False | None | False | 6962.8 | 0 | | 3851236 | 147112 | None | code62 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag | Bag | 319.3 | 319.3 | 10.0 | False | None | None | False | None | False | 3193.0 | 0 |
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