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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: GE Utilities Udhampur Name of Work: Repair/Maint to LT network system in AOR of Main power house (MPH) under GE (Utilities) Udhampur. Contract No: GE/U-09/2026-27 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Ser.No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT TOTAL AMOUNT In Words |
| 2 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep for foundations of poles/stays etc .not exc 10 Sqm area on plan and getting out in soft/loose soil complete all as specified and directed by Engineer-in-charge. |
| 3 | Excavation in trenches exc. 1.50 metre depth and not exc. 3.00 metre deep.for laying of underground cable, erection of poles etc. and getting out in soft/loose soil including separating serviceable bricks for re-use at site obtained during excavation complete all as specified and directed by Engineer-in-charge. |
| 4 | Returning, filling in excavated soil in trenches including spreading, leveling, watering and well ramming in layers n. exc. 25 cm thick complete all as specified and directed by Engineer-in-charge. |
| 5 | Removing of excavted soil to a distance n. exc. 50 mtr and deposited where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-charge. |
| 6 | Taking up old serviceable/unserviceable LT UG cable/overhead conductor from trench for replacement , repair and re-laying or re-routing of size and make good the disturbed surface to the existing :-Earth work shall be measured and paid separately under appropriate items of Sch-'A') |
| 7 | 35 Sqmm 3.5 Core to 50 Sqmm 3.5 Core |
| 8 | 70 Sqmm 3.5 Core to 150 Sqmm 3.5 Core |
| 9 | 185 Sqmm 3.5 Core to 400 Sqmm 3.5 Core |
| 10 | Supply & lay test and commissiong of LT Cable XLPE insulated , screened, PVC bedded galvanised steel strip or wire armoured electric power cable ( heavy duty) with aluminium conductor , 1100 volts earthed grade cross sectional area as illustrated below Note : Excavation, earthwork, Sand Cushioning, Cable covers, Pipe for cable protection to be measured and paid for separately). |
| 11 | 25 sqmm 3.5 core |
| 12 | 35 sqmm 3.5core |
| 13 | 50 Sqmm 3.5 core |
| 14 | 70 Sqmm 3.5 core |
| 15 | 95 sqmm 3.5 core |
| 16 | 120 sqmm 3.5 core |
| 17 | 150 sqmm 3.5 core |
| 18 | 185 sqmm 3.5 core |
| 19 | 240 sqmm 3.5 core |
| 20 | 300 sqmm 3.5 core |
| 21 | 400 sqmm 3.5 core |
| 22 | S&F out door type cubical panel board suitable for 3 phase, 4 wire, 415V, 50 Hz and tested at CPRI at 415 volts factory fabricated in an approved factory with CRCA sheet not less than 3.15mm thick having modern fabrication process powder coating in approved shade having thickness not less than 100 microns provided with suitable gasket to make it dust and vermin proof and general constructions conforming to IS : 8623/93. The LT Panel shall be front and back openable and having inner and outer shells. The inner shells duly compartmentalized for each control gears. The panel should have suitable size of Copper Bus -bar three phase 4 wire system having current carrying capacity not less than 1.2 times the rated current carrying capacity of the incomer ACB/MCCB. The panel should have the following incoming and outgoing controls duly fixed with the panel by means of suitable link plates complete all as specified and as directed by Engr-in-Charge. (PCC platform of suitable size in cement concrete tybe-B1 using 20mm graded stone aggregate for mounting the feeder pillar box shall deemed to be included in the quoted rate ) and to accommodate the following incoming and outgoing controls and suitable size complete all as specified and directed by Engineer-in-charge.:- |
| 23 | Note :- (i) 02 Nos padlock has to be fixed in the panel. The rates of the padlock is included in the quoted rates of panels. (ii) Cable glands for incoming LT cable out going cables of sizes 50 to 400 sqmm is including rate quated by vender. Location : Sansar chand power house.INCOMING(i) ACB 800A, 4 pole, 50KA, Overload setting adjustable and short circuit setting fixed -01 No(a) Bus bar electrolytic grade copper and supported on Non-hygroscopic, non carbonising, corrosion resistance SMC insulators 1200 Amp,4 pole, not less than 75 cm long mounted on insulators 01 set (ii) Digital Multi functional meter VAFPP (voltage, current,frequency, power factor- 1 No (iii) Phase indicator lamp (LED type) 1 ste (set of three) OUT GOING(i) MCCB 400A 4 pole,36 KA Overload setting adjustable and short circuit setting fixed - 02 Nos (ii) MCCB 200 A 4 pole, 136 KA Overload setting adjustable and short circuit setting fixed - 04 Nos (iii) MCCB 63A 4 pole, 16 KA Overload setting adjustable and short circuit setting fixed - 01 Nos |
| 24 | Supply, install, testing and commissioning and testing factory made and tested CPRI type test certified) LT feeder pillar box (KIOSK) out door type, floor mounted,compertmantalised suitable for 415 Volts 3 phase 4 wire, 50 Hz AC supply system, dust and vermin proof, made of 3.15 mm CRCA MS sheet with Bus bar electrolytic grade Copper 600 Amps and supported on Non-hygroscopic, non carbonising, corrosion resistance SMC insulators 600 Amp,4 pole spadles to fitted complete base frame of 50x50x6mm angle iron , powder coated, having front and rear openeable hinged with aprons for cable entry and locking arrangement with padlock lock-02 Nos complete all as specified and directed by Engineer-in-charge. |
| 25 | Earthing complete with galvanised steel earth plate electrode size 60 cm x 60 cm, 6.3 mm thick burried directly in ground vertically to a depth not less than 2.25 metres below ground level with top edge of earth plate at a depth not less than 1.5 metre below ground level, connected to galvanised iron or steel, earth strip 32 x 6 mm size by means of nuts, bolts check nuts and washers made of galvanised iron or steel, earth wire protected by galvanised iron pipe 15mm bore, medium grade and connected to main switch board or main control board as directed and including concrete pit in PCC 1:3:6 type C-1(using 20 mm graded stone aggregate), pre-cast RCC cover slab 30 cm x 30 cm x 10 cm with one lifting handle made of 8 mm dia MS bar funnel wire mesh, 20 mm bore galvanised iron or steel pipe medium grade for watering charcoal or coke and salt in alternate layers, necessary excavation and earth work in any type of soil complete all as shown in electrical Plate No 5 of MES Schedule Part- I and testing on completion . (Concrete pit shall be 20 cm to 30 cm away from main pit). including supply and fix earth pit chamber board of 3.15 mm thick mild steel sheet sheet of size min 45cmx30cm fixed with 12 mm thick MS rod two nos upto 90 cm height by nuts/bolts including spray painting with two coats of synthetic enamel black paint complete MS sheet both side including writing letter min 6 cm height i.e Earth pit No . Location Earthing test value and date and other letters complete all as specified and directed by Engineer-in-charge. |
| 26 | Dismantling of cross arms fixed on steel tubular poles carefully and removing from site complete all as specified and directed by Engineer-in-charge. |
| 27 | M & L for Cross arm bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of two coats of aluminium paint over a coat of zinc chrome primer complete all as specified and directed by Engineer-in-charge. |
| 28 | Dismantling of existing ACSR (any size) conductor from overhead line and setting aside (serviceable portion) for re-use in the work and removing unserviceable materials from site of work complete all as specified and directed by Engineer-in-charge. |
| 29 | M&L for ACSR conductor of required size for over head lines on poles including streching,tighting of poles insulator with binding wire of sutable size with insulator/streching of ACSR conductor, including taking downcomplete all as specified and directed by Engineer-in-charge. |
| 30 | Taking down/Dismantling of old unserviceable/corroded ACSR Conductor of any size from existing over head lines completed and supply, lay and fix aerial bunched cable 1.1KV grade stranded and compact aluminium phase conductor of size 4x25sqmm + 1x16 sqmm (bare messenger) with Aluminium alloy and Junction box The phase conductor shall be insulated with XLPE (Sioplas) compound Aluminium as per IS-14225-1995 including all fittings such as anchor clamp, suspension clamp, line connector, service clamp, Including End joints insulator piercing connectors, for taps from bare line etc. complete all as specified and directed by Engineer-in-charge. Note :- Retrived conductor scrap ( Lumpsum ) shall be deposited AGE E/M storeyard with own arrangement by the contractor. |
| 31 | M&L for cutting/boring the existing bitumen us road/payment/footpath upto 0.75 mtr in depth, 0.45 mtr in width and getting out excavated material and making good the damaged portion after laying the pipe, returning filling in mass concrete PCC 1:2:4 type B2 upto top of the road all as directed by Engr-in-Charge and making good the disturbed/excavated surface as per existing road including refilling the excavated material, compacting, WBM and black top carpeting with bitumen & aggregate following the stone/sand on top complete all as specified and directed by Engineer-in-charge.Note :-(i) M&L for laying of pipe shall be measured and paid separately. |
| 32 | S&F tubing 'light grade' galvanised iron with all fittings and fixed to poles, walls etc. with flat iron clamps/bolts/nuts/washers or laid in floors/under roads complete all as specified and directed by Engineer-in-charge of the following bores :- |
| 33 | 80 mm bore. |
| 34 | 100 mm bore |
| 35 | S&F straight through joint kit, heat shrinkable type suitable for 70 to 95 sqmm LT UG Cable complete all as specified and directed by Engineer-in-charge. |
| 36 | S&F straight through joint kit, heat shrinkable type suitable for 120 to 185 sqmm LT UG Cable complete all as specified and directed by Engineer-in-charge. |
| 37 | S&F straight through joint kit, heat shrinkable type suitable for 240 to 400 sqmm LT UG Cable complete all as specified and directed by Engineer-in-charge. |
| 38 | Disconnecting & taking out the existing Unserviceable MCCB from panel and S&F new MCCB 63 amp, 25 KA breaking cap of suitable frame size, 4 Pole, 415 V, 50 Hz, 3 phase including extension terminals and connecting using suitable fasteners, modification/fabrication if any complete all as required at site, complete all as specified and directed by Engineer-in-charge. |
| 39 | Description all as per Item Serial No 20.00 here-in-before, but size of 100 amp, 25 KA |
| 40 | Description all as per Item Serial No 20.00 here-in-before, but size of 125 amp, 25 KA |
| 41 | Description all as per Item Serial No 20.00 here-in-before, but size of 160 amp, 25 KA |
| 42 | Description all as per Item Serial No 20.00 here-in-before, but size of 200 amp, 35/36 KA |
| 43 | Description all as per Item Serial No 20.00 here-in-before, but size of 250 amp, 35/36 KA |
| 44 | Description all as per Item Serial No 20.00 here-in-before, but size of 320 amp, 35/36 KA |
| 45 | Description all as per Item Serial No 20.00 here-in-before, but size of 400 amp, 35/36 KA |
| 46 | Description all as per Item Serial No 20.00 here-in-before, but size of 630 amp, 50 KA |
| 47 | M&L for aluminium thimble cable (Lugs) suitable for Cable of size 25 sqmm to 70 Sqmm complete all as specified and directed by Engineer-in-charge. |
| 48 | Description all as per ser Item No 29.00 here-in-above but size 95 Sqmm to 120 Sqmm |
| 49 | Description all as per ser Item No 29.00 here-in-above but size150 Sqmm to 240 Sqmm |
| 50 | Description all as per ser Item No 29.00 here-in-above but size300 Sqmm to 400 Sqmm |
| 51 | Dismantling of old UNSV damage/rusted PCC pole/steel tubular poles of any size necessary disconnecting cables/over head condcutor and removing unserviceable pole from site complete all as specified and directed by Engineer-in-charge. |
| 52 | S&F of Steel tubular swaged poles erected to truly vertical or planted as strut complete with 6 mm thick mild steel base plate, welded to Pole, B-118 finial taper cap, bolts, nuts and screws, poles made out of ERW MS tubing conforming to IS-2713 Part-II type 410-SP-31 (9m long) including drilling of holes of required size for fixing of cross arms, painting the exposed surfaces of pole with two coats of aluminum paint over a coat of red oxide zinc chrome primer and with two coats of black bituminous paint on the and portion embedded in concrete, making five black and white bands at lower portion of pole above ground level/coping each 300 mm wide alternately and marking pole number. with black paint at suitable height complete all as specified and directed by Engineer-in-charge.Note:- The earthwork, PCC foundation, steel clamps, MS Cross arms & bracing of angle iron etc will be measured and paid separately under relevant items of Sch ‘A’. |
| 53 | M&L Plain cement concrete 1:3:6 type C-2 as in foundations filling and mass concrete using 40 mm graded stone aggregate complete all as specified and directed by Engineer-in-charge. |
| 54 | M&L Plain cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate for coping of poles complete all as specified and directed by Engineer-in-charge. |
| 55 | Dismantling of stay assembly embedded in concrete including demolition of concrete etc and removing unserviceable materials from site of work complete all as specified and directed by Engineer-in-charge. |
| 56 | S & F stay assembly for LT steel tubular poles comprising of 7/10 SWG galvanized MS stranded stay wire of required length, minimum tensile strength 70 Kg/mm (grade-2 quality) fixed to pole with and including FI clamps bolts, nuts, washers, galvanized steel stay rod 16mm dia 180 cm long bow 400x14mm nuts/bolts, washers all galvanized and two nos thimble, loop insulator of size 65x90mm vitreous, clearance dia of hole 16mm, stayplate of size 230x230x6mm including necessary excavation and earth work PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate in foundation and disposal of surplus spoil, upto 50 M all as specified and shown in plate No 1 of MES SSR Pt -I, complete all as specified and directed by Engineer-in-charge. |
| 57 | M & L for painting to steel tubular swaged pole of Overhead lines (9 Mtr long) complete with and including comprising the following works :- (a) Scraping out wornout old paint and making the surface smooth. (b) Painting the pole and all MS work mounted on pole with two coats of synthetic enameled paint (Aluminium shade) as directed by Engg.-in-charge. (c) Forming five nos coloured bands at lower portion of pole each 300 mm wide alternatively with white and black colour (or any colour as approved by Engg.-in-charge)synthetic enameled paint and marking pole no. with black and white paintcomplete all as specified and directed by Engineer-in-charge. |
| 58 | Supply and fixing PVC insulation tape red,yellow, blue colour 25 mm 25 mtr length tape Roll Lall complete all as specified and directed by Engineer-in-charge. |
| 59 | S&F double walled corrugated (DWC) pipe of size 120 mm including snap fit coupler conforming to IS14930 (Pt-II)/IS16205 Pt-II for protection of LT cable in under ground complete all as specified and directed by Engineer-in-charge. |
| 60 | S&F double walled corrugated (DWC) pipe of size 77 mm including snap fit coupler conforming to IS14930 (Pt-II)/IS16205 Pt-II for protection of LT cable in under groundcomplete all as specified and directed by Engineer-in-charge. |
| 61 | S&F double walled corrugated (DWC) pipe of size 50 mm including snap fit coupler conforming to IS14930 (Pt-II)/IS16205 Pt-II for protection of LT cable in under ground complete all as specified and directed by Engineer-in-charge. |
| 62 | 1100 Volts grade heavy duty cable PVC (in replacement ) insulated stranded aluminium conductor served with inner sheathing of PVC tape and over all PVC sheathed in service conncetions one twin core 10 Sqmm cable flat or round complete all as specified and directed by Engineer-in-charge. |
| 63 | 1100 Volts grade heavy duty cable PVC (in replacement ) insulated stranded aluminium conductor served with inner sheathing of PVC tape and over all PVC sheathed in service conncetions one twin core 06 Sqmm cable flat or round complete all as specified and directed by Engineer-in-charge. Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
