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| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: Superintending Engineer, (OP) Circle, HPSEBL, Mandi Name of Work: Tender for providing Survey, Supply, design ,Erection testing & Commissioning of 11 KV HT line, DTR with civil works for providing SOP to EV charging station at HRTC Bus Stand Joginder Nagar in Electrical Section Local Under Electrical Sub- Division No I, HPSEBL Joginder Nagar under ED HPSEBL, Joginder Nagar. Contract No: Name of the Bidder/ Bidding Firm / Company : 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 # S.No. Item Description Item Code / Make Quantity Units Estimated Rate inRs. P 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 inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | (Supply Part) of 11 KV H.T. Line to prop. 400KVA 11/0.4 kV S/Stn. |
| 3 | 11 kV XLPE Cable [Size: (3x95 x 2 Cables {additional 1% sagging & wastage) |
| 4 | Steel Tubular Poles (11 m, Working Load > 200 kgf/m²) |
| 5 | Muffs (2000mm) with concerete filling |
| 6 | Stay Set Complete (i/c stay clamp) |
| 7 | Stay Wire (7/4 mm) (9.0 kg Per Stay Set) |
| 8 | X-Arm (Horizontal) - MS Channel Iron: 100X50x6, Length [600 mm] |
| 9 | Knee Bracing set 1100 mm (65X65x6) mm |
| 10 | Half Clamp for Cross Arm |
| 11 | Full Clamp (Knee Bracing) |
| 12 | Anchoring Assembly for HT |
| 13 | Suspension Assembly for HT |
| 14 | Facade Hooks for HT |
| 15 | Cable Termination kit |
| 16 | HT Earthing set complete (preferbly coil earthing) |
| 17 | Nut and Bolts |
| 18 | Red Oxide |
| 19 | Aluminium paint |
| 20 | Prov. C.I.X-Arm 2800 x100x50X6 mm for Tapping Structure |
| 21 | Prov. A.I. X-Arm 2800 x50x50X6 mm for G.O.Switch & D.O.Fuse |
| 22 | Prov.G.O.Switch Unit (11 KV,400 A,25 KA) |
| 23 | Prov. D.O Fuse Unit |
| 24 | (Erection Part) ) of New 11 KV H.T. Line to prop. 400 KVA 11/0.4 kV S/Stn. |
| 25 | Erection of ST Pole 9 Mtr. Long (Single pole structure) of 11 kV HT line with RCC Muffs including Digging of Pit,drilling of Holes in poles, X-Arm,Fixing of pin/disc Insulators,X-Arm, Knee Bracing set, Top clamp, Fixing of barbed wire danger plate, filling of pit+ramming, painting of pole , fixing of nuts-bolts ,half/full clamps etc. complete in all respects. |
| 26 | Erection of HT Stay sets comprising of Digging of pit,fixing of stay rod,filling of pit,Nozzeling and tighting etc.complete in all respect |
| 27 | Erection of Earthing comprising of Digging of pit,Fixing of GI wire to earth System ,eye hook & filling of pit etc. complete in all respects. |
| 28 | Laying, stringing, sagging of 11 kV XLPE Cable [Size: (3x95 x 2 Cables complete in all respects |
| 29 | Add Transporation Charges |
| 30 | (Supply Part) of prop. 400 KVA 11/0.4 kV S/Stn. |
| 31 | Prov. Distribution Transformer 400 KVA 11/0.4 KV |
| 32 | Prov. Steel Tubular Pole 11 Mtr. Long |
| 33 | Prov. Muffs with concerate filling |
| 34 | Prov. X-Arm:[Channel Iron (100x50x6 mm), Length : 2800 mm x 2 Nos for incommer line |
| 35 | Prov. MS Angle Iron (50x50x6 mm), Length : 2800 mmx(1 nos for LA's) |
| 36 | Prov. X-Arm:[Channel Iron (75x40x6 mm), Length : 2800 mm x 4 Nos for supporting DO fuse unit & GO Switch |
| 37 | Prov. X-Arm:[Channel Iron (100x50x6 mm), Length : 2800 mm x 2 Nos] for CT/PT |
| 38 | Prov. X-Arm:[Channel Iron (100x50x6 mm), Length : 460 mm x 2 Nos] for supporting main channel for CT/PT |
| 39 | Prov. MS Angle Iron (50x50x6 mm), Length : 2800 mm X 2 Nos |
| 40 | Prov. MS Angle Iron (35x35x5 mm), Length : 460 mm X 2 Nos |
| 41 | Prov. MS Angle Iron (50x50x6 mm), Length : 950 mm X 2 Nos for bed knee bracing |
| 42 | Prov. MS Angle Iron (50x50x6 mm), Length : 2800 mm X 2 Nos |
| 43 | Prov. MS Angle Iron (50x50x6 mm), Length : 450 mm X 1 Nos |
| 44 | Prov. GO Switch Handle supporting:[Channel Iron(75×40×6 mm),Length: 460 mm |
| 45 | Prov. G.O AB Switch Unit (11 KV, 400A, 63 KA) |
| 46 | Prov. D.O Fuse Unit |
| 47 | Prov. Surge Arrestor , 9KV Station Class (Proclain Type) |
| 48 | Prov. Disc Insulator Sets (Comprising 2 no. Disc(Procelain , BS , 12 KV, 90 KN including Dead End Clamps etc.) |
| 49 | Prov. Stay Set Complete |
| 50 | Prov. Stay wire (7/3.15)(10.0 kg per stay set) |
| 51 | Prov. Pipe Earthing Set |
| 52 | Prov. LT Distribution Pannel Box with ACB (630 amp ,50kA , 4P.1no ) & SFU (100 A, 6 no. , rewireable) |
| 53 | Prov. Half Clamps (M.S Flat 50x6 mm) |
| 54 | Prov. Full Clamps (M.S Flat 50x6 mm) |
| 55 | Prov. Nuts and Bolts of Various Sizes (Galvanised /Coated) [Preferably 16 mm Ø or more (with flat and spring washers) |
| 56 | Prov. Alluminium Thimble |
| 57 | Prov. Copper Thimble 200 amp |
| 58 | Prov. Danger Plate |
| 59 | Prov. Barbed Wire |
| 60 | Prov. LT Cable (3.5 Core) 500 mm² |
| 61 | Prov. LT Cable (3.5 Core) 300 mm2 × 2 outgoing |
| 62 | Prov. Energy Meter (3-Phase, 4-wire)DLMS complaint 1000/5 A CT Type for 400 KVA Transformer |
| 63 | Prov. Alluminium Paint |
| 64 | Prov Red oxide |
| 65 | (Erection Part ) of prop. 400 KVA 11/0.4 kV S/Stn. |
| 66 | Digging of pit for pole & Earthing ( 2 Nos for Poles & 3 Nos for Earth) , Drilling of holes in X arm , Preparation of plate form str. Member CI, AI, i.e X arm and Knee Bracing set. Erection of Double structure , Concreting of RCC Muff, Erection of plate form, Erection of X-Arm, Drop out, Lightening Arrestors, MCCB, Switch L.T.Box, Energy Meter , Erection of 400 kVA Transformer, Providing earthing to G.O.Switch, Transformer Lightening Arrestor , Erection of two No stay sets. Erection of Jumpers, Erection of L.T.Cable and Fixing of barbed wire and painting. Complete in all respect as directed by the Engineer-In-Charge including all types of risk & incedental at site. |
| 67 | Loading and Un-loading of 400 KVA DTR with hydya (Total distance to be travelled by Hydra from destination to site of work & back=140Km with Loading & un-loading point) |
| 68 | Add Transporation Charges |
| 69 | (Supply Part) of 1 No. 11/0.4 kV HT Metering unit |
| 70 | CT-PT Combined Unit [PT:11 kV/110 V) ; CT:10-400/5A] |
| 71 | 3-phase, 3/4-Wire CT-PT operated Static Trivector Meter (DLMS Compliant) |
| 72 | PVC Multistrand 4 mm² copper wire with Φ-1 inch GI pipe for concealing |
| 73 | (Erection Part) of 1 No. 11/0.4 kV HT Metering unit for prop. 400 KVA 11/0.4 kV S/Stn. |
| 74 | Erection of CT/PT Unit Complete in all respect as directed by the Engineer-In-Charge complete in all respect. |
| 75 | Add Transporation Charges |
| 76 | Civil Work (DTR foundation & chain link fencing of existing 1 No. 11/0.4 kV, 400 kVA distribution transformer |
| 77 | C/O RCC Foundation for 400 KVA Transformer:- Earth work in surface excavation not exceeding 30 cm in depth (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. |
| 78 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) |
| 79 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30*30*5mm so as to give a fair finish including centering, shutering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4mtrs and removal of the same (a) Foundations, footings bases of columns etc for mass concrete |
| 80 | (b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 81 | Providing and laying in position reinforced cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) |
| 82 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-mechanically treated bars of grade Fe-500D or ore |
| 83 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. in all kind of soils |
| 84 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand): 8 graded stone aggregate 40 mm nominal size) |
| 85 | Steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. In single stanchions composed of rolled steel joists or channels with caps, bases, splices, angles brackets etc |
| 86 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kind of soils |
| 87 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge Made of G.I. wire of dia 4 mm |
| 88 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately) Payment to be made per metre cost of total length of barbed wire used with GI barbed wire |
| 89 | Supplying, filling, spreading & leveling gravels of size range 25 mm as in the gravel matting in electrical installation in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 90 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work |
| 91 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes single socketed 75mm dia conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10mm gap for thermal expansion. Total in Figures 2084630.0 2084630.0 INR Twenty Lakh Eighty Four Thousand Six Hundred & Thirty Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
