Tender For A) Construction Of New 33/11 Kv Gss (1X3.15Mva) Fusrab) Construction Of 33 Kv S/C Line 0.4 Km Tapping From 33 Kv Line Shy Ura For New Proposed 33/11 Kv S/S Funsra.C) Construction Of 3.6 Km 11 Kv Line Interconnections From New Proposed 33/1
Tender Value
7.98 Lakhs
Estimated cost
Bid Submission
01 Sep 2026
11 days left
EMD
15960
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Baran → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for A) Construction Of New 33/11 Kv Gss (1X3.15Mva) Fusrab) Construction Of 33 Kv S/C Line 0.4 Km Tapping From 33 Kv Line Shy Ura For New Proposed 33/11 Kv S/S Funsra.C) Construction Of 3.6 Km 11 Kv Line Interconnections From New Proposed 33/11 Kv Gss Fusra.
BOQ
| Sl. No. | Item Description |
| 1 | Part-A |
| 2 | Levelling of ground |
| 3 | Levelling of ground up to 30 cm. to 90 cm depth. with tractor and T&P required as per condition of ground including removal of rubbish plants from ground & marking of boundary with lime powder.(Including all lead & lifting) |
| 4 | Excavation of pit in ordinary rock which does not require blasting to erect various supports and stay sets including stacking of excavated muck from the edge of excavation/pit |
| 5 | (A) Height of poles/ R.S. Joist/ M.S. Rail Size of Pit |
| 6 | 9 Mtr./ 1.2mx0.6mx 1.50 m deep |
| 7 | (B) Lattice Tower /Size of pit |
| 8 | 11.4/10.8 Mtr/ 1.5mx1.5m x1.8 m deep |
| 9 | 12.8/12.6 Mtr/ 1.5mx1.5m x2.10 m deep |
| 10 | (C) Stay set/Depth of pit |
| 11 | 8'x 3/4\\" -0.75x0.5x1.6 m |
| 12 | 6'x5/8\\"-0.75x0.5x1.35 m |
| 13 | Excavation of pit in Hard rock ( Where blasting is required) to erect various supports and stay sets including stacking of excavated muck from the edge of excavation/pit. |
| 14 | (A) Height of poles/R.S.Joist/M.S. Rail Size of pit |
| 15 | 9 Mtr/ 1.2mx0.6mx1.50 m deep |
| 16 | (B) Lattice Tower /Size of pit (for AB & AB1 STRUCTURE) |
| 17 | 11.4/10.8 Mtr/ 1.5mx1.5m x1.80 m deep |
| 18 | 12.8/12.6 Mtr/ 1.5mx1.5m x2.10 m deep |
| 19 | (C)Stay set/Depth of pit |
| 20 | 8'x 3/4\\" -0.75x0.5x1.6 m |
| 21 | 6'x5/8\\"-0.75x0.5x1.35 m |
| 22 | Earth work excavation and foundation of platfrom of transformers and brakers including dressing of sides and ramming of bottoms. Liftup to 1.5 Meter including taking out the excavated soil and depositing and refilling of jhiri, watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50 Meter. |
| 23 | Hard soil mixed with boulders |
| 24 | Providing and laying cement concrete including compaction etc, complete using stone aggregate 40 mm nominal size (hand broken ) in foundation plinth excluding the cost of shuttering using 1 cement:5 sand:10 aggregate mix. |
| 25 | The rates are all lead of cement,lime,ballast, sand,surkhi and grit etc.at site of work. |
| 26 | For all concrete work coarse sand shall be used no extra will be paid . |
| 27 | Concrete mix prepared by power driven mechanical mixer shall be used . |
| 28 | Under exceptional coditions, where mechanical mixer and vibrator are not used(with the approval of Engineer Incharge reduced by 3% for mechanical mixer and 2% for Vibrator |
| 29 | Thickness of the cement concrete should not exceeed 100 mm. |
| 30 | Plaster on new surface on walls in cement ,sand mortar 1:6 including racking of joint etc. complete fine finsh 25 mm thick. |
| 31 | The rates for complete work including racking of joints,curing,grinding,mixing and finishing T&P and scaffolding material and cost of material with all lead and lift. |
| 32 | The rates cover protection of all place and things,requiring protection and cleaing such places and thing of all droppings and splashes of mortar etc. |
| 33 | Cement concrete flooring grade 1:2:4 (1-cement :2- coarse sand :4-graded stone aggregate ) rounding off edges etc.but excluding cost of nosing of steps etc. complete. |
| 34 | 25 mm thick with 12.5 mm thick nominal size aggregate. |
| 35 | 75 mm thick with 20 mm thick nominal size aggregate. |
| 36 | The rates for all items inculde all form of work , laying ,curing and finishing etc. The rates are for complete work at site, inclusive of all leads. |
| 37 | The rates cover the preparation and cleaing of all places |
| 38 | Masonry for foundation and plinth |
| 39 | Randon Rubble stone masonry for foundation and plinth in cement sand mortar 1:6(1 Cement : 6 Sand) including labour charges. |
| 40 | Brick masonry for foundation and plinth in Cement sand mortar 1:6 ( 1 Cement : 6 Sand ) including labour charges. |
| 41 | Safe carriage of PCC poles including loading /un-loading |
| 42 | a) 9 Mtr. Long -400 kg |
| 43 | Within 10 Kms. |
| 44 | Above 10 Km. & upto 30 Km. add for each Km. or part thereof |
| 45 | Above 30 Km. add for each Km. or part thereof |
| 46 | (c) 9 Mtr. Long 200 Kg. PCC Pole |
| 47 | Within 10Km |
| 48 | Above 10Km & kupto 30 Km Add for each Km or part thereof |
| 49 | Safe carriage of steel(fabrication and unfabricated) I.e.M.S. Rails,R.s. joists,M.S. channels,M.S.Angles,M.S. Flat,G.I.Stay Sets ,G.I. Stay wire,G.I. wire Nuts and bolts etc. and ACSR Conductor including loading and unloading and stacking in Nigam Store /at work Site. |
| 50 | Within 10 Kms. |
| 51 | Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. |
| 52 | Above 30 Kms. Add for each Kms. or partthereof. |
| 53 | Safe Carriage of insulator,hardware,Cable etc. including loading / unloading and stacking in Nigam Store etc. |
| 54 | Within 10 Kms. |
| 55 | Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. |
| 56 | Above 30 Kms. Add for each Kms. or part thereof. |
| 57 | safe carriage of fabricated lattice tower structures and sub station structures type AB, AB beams, isolaters structures etc. including loading/unloading and stacking in the nigam.stores/at work site |
| 58 | Within 10 Kms. |
| 59 | Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. |
| 60 | Above 30 Kms. Add for each Kms or part thereof. |
| 61 | Safe carriage of 11/.4 KV 3 Phase distribution transformer including loading/unloading.from store to site (These charges will be 1.5 times for both sides ) |
| 62 | a) 10 & 16 KVA |
| 63 | Within 10 Kms. |
| 64 | Above 10 Kms. & upto 30 Kms Add for each Km.or part thereof. |
| 65 | Above 30 Kms. Add for each Kms. or part thereof. |
| 66 | b) 25 & 40 KVA |
| 67 | Within 10 Kms. |
| 68 | Above 10 Kms. & upto 30 Kms Add for each Km.or part thereof. |
| 69 | Above 30 Kms. Add for each Kms. or part thereof. |
| 70 | Safe Carriage of 33/11 KV Power Transformer |
| 71 | b) Above 1.6 MVA & Upto 3.15 MVA |
| 72 | Within 10 Kms |
| 73 | Above 10 Kms & upto 30 Kms . Add for each Km or partthereof |
| 74 | c) 5.0 MVA |
| 75 | Within 10 Kms |
| 76 | Above 10 Kms & upto 30 Kms . Add for each Km or part thereof |
| 77 | Safe carriage of breakers/kiosks etc. including loading/ unloading and stacking in Nigam stores |
| 78 | Within 10 KMs. |
| 79 | Above 10 Kms. and upto 30 Kms.Add per each km,or part thereof |
| 80 | Above 30 Kms. and upto 50 Kms.Add per each km,or part thereof |
| 81 | Safe loading of power/ distribution transformer. |
| 82 | (A) 33/11 KV power transformer. |
| 83 | Above 3.15 MVA |
| 84 | Safe unloading of power/distribution transformers |
| 85 | a) 33/11 KV power transformer. |
| 86 | Above 3.15 MVA |
| 87 | Erection & fixing of G.I. Stay sets with anchor plates in excavated pit in required positions and back filling with soil with proper ramming.The work includes fixing of stay clamps,Stay insulators with stay wire at both ends with proper tention. Size of stay set/Stay wire. |
| 88 | 8\\"x3/4\\" with 7/8 SWG Stay wire |
| 89 | Providing and laying of cement concrete in ratio 1:3:6 using 43 grade cement river sand and 12 mm to 20 mm graded blast cruster broken in pit /foundation according to the size/type of supports/stay set including compaction/curing for 21 days in steel plates shuttering/ framer base. |
| 90 | Supplying and laying of randum rubble stone boulder having weight not less than 20 kgs.( Note:- If the stay required to be grouted in cement then the rates as indicated in this item will be applicable & paid in addition to above rates and the charges for back filling with soil will be deducted @ 10.00 per cum.) |
| 91 | Fixing of all type of fabricated material on erected Supports with nuts & bolts as per approved design & drawing of sub-station. |
| 92 | Fixing of 11 KV B&S/T&C type disc insulator of 33 KV lines(each unit consiting of 3 nos. disc & 1 set of H/W ) on terminal point including fixing of hardware and strips. |
| 93 | Fixing of 11kv B&S/T&C type disc insulator of 11kv lines (each unit consiting of 2 nos.disc.& 1set of H/ W ) on terminal point including fixing of hardware and strips. |
| 94 | Fixing of 11 KV pin insulators with pins |
| 95 | Assembly,Installation & commissioning of gang operated isolating switch on erected structure with setting for accurate operation including fixing of allied accessories completein all respect with post insulators and jumpering on both ends for connection with the system. The nuts and bolts will be supplied by the contractor for which payment will be made as per prevsiling Discom store issue rates. |
| 96 | (A)G.O. switch . with earthing blade. |
| 97 | 33kv G.O.switch |
| 98 | (B) G.O. Switch without earthing blade |
| 99 | 33 KV G.O. switch |
| 100 | 11 KV G.O. switch |
| 101 | Assembly and installation of Horn Gap fuse set (set of 3nos)on erected structure as per design, complete in all respectwith post insulator including jumpering on both ends for connection with the system. The nuts & bolts will be supplied by the contractor for which payment will be made as per prevailing Discom store issue rates. |
| 102 | 33kv Horn Gap fuse set. |
| 103 | 11kv Horn Gap fuse set. |
| 104 | Installation of lightening arrestors on erected structure /support (1 nos) including connection with earth by wire /strip as required and jumpering etc. The nuts & boltswill be supplied by the contractor for which payment will be made as per prevailing Discom store issue rates, |
| 105 | (A)sub-station type |
| 106 | 33 KV L.A.(each) |
| 107 | 11 KV L.A. .(each) |
| 108 | Installation testing as per Nigams norm & commissioning of 11/0.4KV distribution transformer on erected supports including fixing of steel structure set for sub-station as per requirment jumpering on HV&LV side, crimping of lugs/ clamping earth connections of body and neutral of transformer with wire /strip (as already provided with earthing ) complete in all respect. The PG clamps nuts & bolts will be supplied by the contractor for which payment will be made as per prevailing Discom store issue rates, |
| 109 | 25 and 40 KVA |
| 110 | Fixing of danger plates on supports/structure |
| 111 | Fixing of PG clamp of Weasel /Rabbit Conductor |
| 112 | Fixing of PG clamp of Dog /Racoon Conductor |
| 113 | Laying , jointing,stringing,tensioning and clamping of G.I.Earthwire continuosly on single/double pole by using earth clamps /nuts & bolts with washers and earth reel etc.including proper binding at each end.The nuts and bolts will be supplied by the contractor for which payment will be made as per prevailing Discom store issue rates. |
| 114 | (B) IN RURAL AREA |
| 115 | G.I.Earth wire 8 SWG |
| 116 | Drawing of overhead ABC conductor (Areal bunched cable)on existing erected pole/support including laying. Jointing,stringing complete in all respect. |
| 117 | 1cX25 + 25 Sq mm |
| 118 | Earthing of 11/0.4 KV distribution transformer /sub-station with 3-pieces of M.S. Rod 20mm dia each 3 meter long and driving them into earth by mechanical means at a distance as per approved design & drawing & specification.The work includes flattening of top ends M.S. rod drilling a hole of 9/16\\" dia at flattened top and tightening of M.S. Flat 50x6mm (having 3 hole 2ends and 1mm middle ) with nuts and bolts with M.S.rods top end hole.The flat will also be welded with M.S.rod.The end will be connected to equipment as under in sequence. |
| 119 | Mesh earthing for 33/11 kv sub-station as per approved map &design usingMS flat 50X6mm/MS road 20mm dia includinglaying of flat/rod at the depth of 0.65 Mtrs.,welding & jointing at joints , structures & equipments etc.asunder: |
| 120 | Excavation of trench of 0.65Mtrs.depth and 0.5Mtr.width |
| 121 | ORDINARY rock ( where blasting is not required.) |
| 122 | Laying of MS flat /MS rod in 0.65Mtr.deep excavated trench and welding of MS flat/rod continuosly with 100 mm overlaping for straight joint including coating of MS flat joints with molten bitumen and covering joint with bitumen impregnated tape to protect from rust. |
| 123 | Shaping of MS flat for connecting the equipments with earthmesh .The work includes the welding of MS flat with equipments/structure and also with earth mesh.The work also includes coating of MS flat joint with molten bitumen and covering jointwith bitumen impregnated tape to protect from rust. |
| 124 | Preparation of spikes made of M.S Rod of 20 mm dia and 3 Mtr.length as per design and requirment to be driven in earth by mechanical means and Providing & .fastening of suitable clampswith the M.S. Rod, connection of earth wire/stay wire/MS flat in clamp depending on type of soil: |
| 125 | Where drilling is required |
| 126 | Filling of trench with available excavated muck in layers of 20cm (Max.)consolidating each deposited layer by ramming & watering with lead up to 50 Mtr, and lift up to 1.5 Mtr. |
| 127 | Painting of exposed portion of MS flat/rod with two coats of red-oxide primer and two coats of green enamel paint.including material. |
| 128 | Earthing of new 33/11 KV S/S with bentonite compound (including material ) involving following activities. |
| 129 | Digging of 10.5 ft. deep pit of 4 ' dia ( approx 132 cu.ft) |
| 130 | Supply of 2\\" G.I pipe with cap(including fabrication of 30 holes in the periphery of pipe) |
| 131 | Making chamber for water pouring including cast iron manhole cover |
| 132 | Supply cost of 200 kg bentonite compound with making slurry |
| 133 | Supplu of black cotton soil approx 80 cu.ft. |
| 134 | Connecting electrode with Mesh Earthing |
| 135 | Pipe Earthing for Power Transformer at 33 / 11 KV S/S:- Supply & erection of earthing electrode shall consist of G.I. Pipe 100 mm,of 3 Mtr Length. The electrode shall be buried as far as practicable 3 meters below ground level. Wherever possible, earth electrodes shall be located as near the water tap, water drain or near down take pipe. Earth electrodes shall not be installed in proximity to a metal fence. It shall be kept clear of the buildings foundations and in no case it shall be nearer than 2 meters from the outer face of the wall. The electrode shall be surrounded with layer of charcoal dust and salt mixture through out the length. The 100 mm GI pipe shall be provided with holes of 12 mm dia. drilled at 75 mm interval upto 2.5 meters length from bottom. The top of the pipe shall be provided with a G.I. threaded cap for watering the earth through a pipe. A Clamp with Pati of 12\\" of M.S. Flat of size 50X6 mm shall be fixed (Bolted) on the top edge of the pipe which in turn shall be connected to Neutral / Body of the Power Transformer through M.S. Flat size 50X6 mm. The G.I. cap over the GI pipe shall be housed in a masonry chamber, approximately 300 mm x 300 mm x 300 mm deep. The masonry chamber shall be provided with a RCC inspection cover resting over a RCC frame, embedded in masonry. |
| 136 | Erection of steel supports in the excavated pit in alignment after checking then same with plumb line as per approved design and drawing of 33/11KV Sub- station.The support should be grouted and muffed in cement concrete ratio 1:3:6 as per chapter -5 code No.5.7.The remaining portion of the pit will be back filled with soil.The charges for grouting & muffing will be paid by extra as per chapter code no 5.7 The nuts & bolts will be supplied by the contractor for which payment will be made as per prevailing Store issue rates. |
| 137 | Fabricated structure AB type |
| 138 | Fabricated structure AB-1 type |
| 139 | Erection of PCC poles in excavated pit in alignment after checking the same with plumb line as per approved design & drawing of 33/11kv sub-station.The pit should be back filled with the soil with proper ramming below 30cm ground level and then muffed above 15cm average ground level with cement concrete ratio1:3:6.The charges for muffing will be paid extra as per chapter code no 5.7 The nuts & bolts will be supplied by the contractor for which payment will be made at the prevailing store issue rates. |
| 140 | (A) IN URBAN AREA |
| 141 | PCC Poles 9 Mtr. Long |
| 142 | (B) IN RURAL AREA |
| 143 | PCC Poles 9 Mtr. Long |
| 144 | Laying / stringing of bus bar with ACSR Dog & jumper connection using tie rod ,33KV /11KV insulator strings,required hardware,P.G.clamps/T clamps etc.as per requirement including Y-connections at bus bar jumpering point as per the direction of engineer in-charge. |
| 145 | ACSR DOG/RABBIT |
| 146 | Erection of OCB/Kiosk/VCB complete with accessories including use of special tools & conducting all pre-commissioning test before energization,filling oil etc. complete in all respect with erection & grouting of structure (excluding civil works). The relays will be tested by Discom. |
| 147 | 33 KV VCB (Outdoor ) |
| 148 | 11 KV VCB (Outdoor ) |
| 149 | Laying, testing termination of control cable 1100 volts PVC insulated including supply and installation of ferrules to designate various cores of control cables by terminal Nos. of identification including utilization of cable gland. The control cable should be clearly arranged in trenches avoiding crossings including clamping of control cable at regular interval and providing identify tags. |
| 150 | 12x2.5 Sq.mm. |
| 151 | Installation of metering points on 11 KV Out going feeder at 33/11 KV S/S. |
| 152 | The installation work to be carried out as per drawing/design, under the supervision of concerned Assistant Engineer |
| 153 | (a) Mounting structure |
| 154 | The requisite steel members will be supplied by contractor including the hardware. Contractor shall joint/weld the members to form the mounting structure as per drawing. Necessary tools, welding, machines, lifting devices etc. shall be arranged by contractor. |
| 155 | (b) Civil works |
| 156 | Erection of lattices in alignment including excavation and concreting of structure foundation including cement, sand and grit 20 mm size (crusher broken) having ratio 1:3:6 and grit 40 mm size for ratio 1:5:10 and curing for period as required (21 days). Area of concreting will be as per the drawing. |
| 157 | ( c ) Metering Equipments: |
| 158 | The requisite metering equipments (CTPT set, meter,meter box & suitable conductors for jumpers), will be provided by the concerned Assistant Engineer in healthy condition at site. The cables from CTPT set to meter box laid down in 50 mm GI pipe with suitable bends & nipples, shall be provided by contractor alongwith the consumable items such as PVC tapes, petroleum jelly etc. The cable should be PVC multi strand copper 4 core 2.5/4 Sq. mm ISI marked and firm & tight connections shall be made by suitable connector e.g. at CTPT sets by using clamps and at meter/TTB by suitable lugs etc. The CTPT sets so installed shall be earthed by means of the MS Flat (size 50x6 mm) by joining it with the nearest earthing available at the sub-station. Requisite earthing material shall be made available by the contractor. |
| 159 | (d) Meter: |
| 160 | Meters should be fixed firmly inside the tamper proof box, as per drawing. All the meter fixture will be provided by contractor including all consumables. |
| 161 | (e) Meter Box |
| 162 | The meter box shall be provided by the concerned Assistant Engineer. However, hardware or any other items required to fix the meter inside the meter box will be provided by contractor. The meter box will be fixed firmly with sufficient strength at a place as per drawing. The test terminal block(TTB) link type shall be provided by contractor in the meter box. |
| 163 | (f) Painting: |
| 164 | All surfaces interior and exterior of lattice structure shall be white aluminum painted. |
| 165 | (g) Commissioning of Metering Equipments: |
| 166 | Installed meters inside the box and metering equipments duly mounted on the mounting structure will be powered up by connecting load in the presence of the concerned Assistant Engineer who will arrange the necessary shut down. The completion certificate shall be furnised by contractor.be filled accordingly. Since the work involves higher A.C. voltage level, the contractor shall take full care regarding safety norms, so as to avoid any accidental hazards. |
| 167 | Painting with priming coats or ready mixed red-oxide paint 2 coats of approved make on steel works after cleaning with wire brush / sand paper.(including cost of red oxide) |
| 168 | On new surface |
| 169 | Painting with aluminium paint of approved brand and manufacturer to give an even surface.(including cost aluminium paint) |
| 170 | On new works with two coats. |
| 171 | Fabrication of steel structures of M.S angle ,M.S.channel & M.S.Flat including cutting ,drilling as per design and drawing. |
| 172 | 11/0.433 KV Substation Structure(185.83 Kg) |
| 173 | 33 KV Line D.P.sets (142.314 Kg) |
| 174 | 11 KV Line D.P.sets (100.493 Kg) |
| 175 | 1.8 Mtr Channel Bracket with clamp (19.271 Kg) |
| 176 | 1.4 Mtr Channel Bracket with clamp (14.462 Kg) |
| 177 | 33/11 KV Rural Sub-Station Structure (4086.879 Kg) |
| 178 | Fabrication of steel structures of M.S. angle ,M.S. channel & M.S. Flat including cutting, drilling and continunous welding joint as per design and drawing. |
| 179 | Other steel items |
| 180 | Drilling of holes in MS Channel / Angle /Flat |
| 181 | 15/16\\" dia holes(23.81 mm dia.) |
| 182 | 13/16\\" dia holes (20.63mm dia) |
| 183 | 11/16\\" dia holes (17.46mm dia) |
| 184 | Wiring service line from LT Pole to meter of the consumer with 4 Sq.mm. T/C XLPE armoured cable of aluminium conductor confirming to IS (latest amendment) procured as per specification of Nigam and approved vendor of Jaipur Discom duly clipped/hocked and insulating tape complete in all respect. |
| 185 | Safe carriage of CT/PT set (all size) including loading and unloading from Nigam store to site |
| 186 | (a) Within 10 Kms. |
| 187 | (b) Above 10 Km upto 30 Km. Add for each Km. or part there off |
| 188 | Supply of MS nuts & bolts |
| 189 | PART-B |
| 190 | Conducting route survey as per approved route map and pegging of route with tee off point section point & double pole locations. |
| 191 | Trimming of tree branches/plants manually/ by machine and preparing route approchases for proposed line/line maintenance work of existing HT/LT lines. |
| 192 | Excavation of pit in ordinary rock which does not require blasting to erect various supports and stay sets including stacking of excavated muck from the edge of excavation/pit |
| 193 | (A) Height of poles/ R.S. Joist/ M.S. Rail Size of Pit |
| 194 | 9 Mtr./ 1.2mx0.6mx 1.50 m deep |
| 195 | (B) Lattice Tower /Size of pit |
| 196 | 11.4/10.8 Mtr/ 1.5mx1.5m x1.8 m deep |
| 197 | 12.8/12.6 Mtr/ 1.5mx1.5m x2.10 m deep |
| 198 | (C) Stay set/Depth of pit |
| 199 | 8'x 3/4\\" -0.75x0.5x1.6 m |
| 200 | 6'x5/8\\"-0.75x0.5x1.35 m |
| 201 | Excavation of pit in Hard rock ( Where blasting is required) to erect various supports and stay sets including stacking of excavated muck from the edge of excavation/pit. |
| 202 | (A) Height of poles/R.S.Joist/M.S. Rail Size of pit |
| 203 | 9 Mtr/ 1.2mx0.6mx1.50 m deep |
| 204 | (B) Lattice Tower /Size of pit (for AB & AB1 STRUCTURE) |
| 205 | 11.4/10.8 Mtr/ 1.5mx1.5m x1.80 m deep |
| 206 | 12.8/12.6 Mtr/ 1.5mx1.5m x2.10 m deep |
| 207 | (C)Stay set/Depth of pit |
| 208 | 8'x 3/4\\" -0.75x0.5x1.6 m |
| 209 | 6'x5/8\\"-0.75x0.5x1.35 m |
| 210 | Safe carriage of PCC poles including loading /un-loading |
| 211 | a) 9 Mtr. Long -400 kg |
| 212 | Within 10 Kms. |
| 213 | Above 10 Km. & upto 30 Km. add for each Km. or part thereof |
| 214 | Above 30 Km. add for each Km. or part thereof |
| 215 | Safe carriage of steel(fabrication and unfabricated) I.e.M.S. Rails,R.s. joists,M.S. channels,M.S.Angles,M.S. Flat,G.I.Stay Sets ,G.I. Stay wire,G.I. wire Nuts and bolts etc. and ACSR Conductor including loading and unloading and stacking in Nigam Store /at work Site. |
| 216 | Within 10 Kms. |
| 217 | Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. |
| 218 | Above 30 Kms. Add for each Kms. or partthereof. |
| 219 | Safe Carriage of insulator,hardware,Cable etc. including loading / unloading and stacking in Nigam Store etc. |
| 220 | Within 10 Kms. |
| 221 | Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. |
| 222 | Above 30 Kms. Add for each Kms. or part thereof. |
| 223 | safe carriage of fabricated lattice tower structures and sub stationbstructures type AB, AB beams, isolaters structures etc. including loading/unloading and stacking in the nigam.stores/at work site |
| 224 | Within 10 Kms. |
| 225 | Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. |
| 226 | Above 30 Kms. Add for each Kms or part thereof. |
| 227 | Safe carriage of breakers/kiosks etc. including loading/ unloading and stacking in Nigam stores |
| 228 | Within 10 KMs. |
| 229 | Above 10 Kms. and upto 30 Kms.Add per each km,or part thereof |
| 230 | Above 30 Kms. and upto 50 Kms.Add per each km,or part thereof |
| 231 | Erection of all type of steel supports in the excavated pit in alignment after checking the same with plumb line including fixing of cross arms and top hamper before erecting the supports. The support should be grouted and muffed in cement concrete of ratio 1:3:6 as per item No. 5.7 the remaining portion of the pit will be back filled with soil. The nuts & bolts will be provided by the contractor as per Nigam's specification for which payment will be made at the prevailing store issue rates. The cost muffing and grouting will be paid extra. |
| 232 | Lattice Structure |
| 233 | Erection of PCC poles in excavated pit with fixing of brackets,cross arms & top hampers as required in alignment after checking the same with plumb line. The support is to be back filled with soil with proper ramming. The nuts & bolts are to be provided by the contractor as per Nigam's specification for which the payment will be made at the prevailing Discom store issue rates. |
| 234 | (A) IN URBAN AREA |
| 235 | PCC Poles 9 Mtr. Long (400 Kg) |
| 236 | (B) IN RURAL AREA |
| 237 | PCC Poles 9 Mtr. Long (400 Kg) |
| 238 | Erection &assembly of 2 Pole structures of steel supports or PCC poles in excavated pit in alignment after checking the same with plumb line.Including fixing of complete steel structure for line D.P.The support is to be back filled with soil with proper ramming.The nuts &bolts are to be provided by the contractor as per Nigams specfication for which the payment will be made at the prevailing Discom store issue rates. |
| 239 | PCC Poles 9 Mtr. Long(400 Kg.)/11Mtr.long |
| 240 | Erection & fixing of G.I. Stay sets with anchor plates in excavated pit in required positions and back filling with soil with proper ramming.The work includes fixing of stay clamps,Stay insulators with stay wire at both ends with proper tention. Size of stay set/Stay wire. |
| 241 | 8\\"x3/4\\" with 7/8 SWG Stay wire |
| 242 | Providing and laying of cement concrete in ratio 1:3:6 using 43 grade cement river sand and 12 mm to 20 mm graded blast cruster broken in pit /foundation according to the size/type of supports/stay set including compaction/curing for 21 days in steel plates shuttering/ framer base. |
| 243 | Supplying and laying of randum rubble stone boulder having weight not less than 20 kgs.( Note:- If the stay required to be grouted in cement then the rates as indicated in this item will be applicable & paid in addition to above rates and the charges for back filling with soil will be deducted @ 10.00 per cum.) |
| 244 | Fixing of all type of fabricated material on erected supports with nut & bolts as per approved design & drawing of sub-station. |
| 245 | Fixing and assembly of disc.point channel pair with pilot plates top hampers & clamps on erected single pole structure as per design. The nuts &bolts are to be provided by the contractor as per Nigams specification for which payment will be made as per prevailing Discom store issue rates, |
| 246 | 33 KV line |
| 247 | Fixing of 11 KV B&S/T&C type disc insulator of 33 KV lines(each unit consiting of 3 nos. disc & 1 set of H/W ) on terminal point including fixing of hardware and strips. |
| 248 | Fixing of 33 KV pin insulators with pins |
| 249 | Assembly,Installation & commissioning of gang operated isolating switch on erected structure with setting for accurate operation including fixing of allied accessories completein all respect with post insulators and jumpering on both ends for connection with the system. The nuts and bolts will be supplied by the contractor for which payment will be made as per prevsiling Discom store issue rates. |
| 250 | (A)G.O. switch . with earthing blade. |
| 251 | 33kv G.O.switch |
| 252 | (B)G.O. switch . without earthing blade. |
| 253 | 33kv G.O.switch |
| 254 | Fixing of danger plates on supports/structure |
| 255 | Fixing of PG clamp of Dog /Racoon Conductor |
| 256 | Laying ,jointing , stringing, tensioning and clamping of conductor with proper sag as directed , using bolted type hardware including binding on pin insulators,jumpering on section points with binding wire / P.G.clamps.Aluminium jointing sleeves will be used for jointing the conductor.The line must stand at proper voltage on charging.The contractor will be provide P.G.clamps for which payment will be made as per prevailing Discom issue rate. |
| 257 | (B) IN RURAL AREA |
| 258 | ACSR DOG |
| 259 | Laying , jointing,stringing,tensioning and clamping of G.I.Earthwire continuosly on single/double pole by using earth clamps /nuts & bolts with washers and earth reel etc.including proper binding at each end.The nuts and bolts will be supplied by the contractor for which payment will be made as per prevailing Discom store issue rates. |
| 260 | (B) IN RURAL AREA |
| 261 | G.I.Earth wire 6 SWG |
| 262 | Earthing of line for all type of supports as per REC construction standards using Stay wire/GI wire with one pcs.of M.S.rod 20mm dia each 3 meter long and driving into earth by mechanical means as per approved design.Drawing &specification.All material except MS rod,MS flat & stay wirewill be supplied by the contractor.If material is supplied by the contractor ,the payment will be made as per prevailing Discom store issue rates.(In case of PCC poles earthing must be connected with earthwire already available on PCC pole at bottom) |
| 263 | Erection of OCB/Kiosk/VCB complete with accessories including use of special tools & conducting all pre-commissioning test before energization,filling oil etc. complete in all respect with erection & grouting of structure (excluding civil works). The relays will be tested by Discom. |
| 264 | 33 KV VCB (Outdoor ) |
| 265 | 11 KV VCB (Outdoor ) |
| 266 | Providing and fixing of G.I. Pipe B-Class (IS:1239 marks) at the starting and finishing point of 33 & 11 KV under ground cables and to lay & clamp vertically with the existing support including labour charges. |
| 267 | Providing and fixing of G.I. Pipe of 150 mm diameter. B-Class (IS:1239 mark),at the starting and finishing point of 33 KV under ground cables and to lay & clamp vertically with the existing support including labour charges. |
| 268 | Intallation of 33 KV Cable (XLPE) termination / straight through joints ( Heat shrinkable type) as per manufacturer's kit guidance and direction including preparation of cable and testing refilling etc as required.(Including crimping of lugs) |
| 269 | A - (I) Outdoor end terminal 3x50 Sq mm to 3x185 Sq mm |
| 270 | (ii) 3x240 Sq mm to 3x400 Sq mm |
| 271 | C - (i) Straight through joint 3x50 Sq mm to 3x185 Sq mm |
| 272 | (ii) 3x240 Sq mm to 3x400 Sq mm |
| 273 | Note:- Rate shall be reduced by 20% for \\"Push On\\" typekit |
| 274 | Laying of 33 KV & 11KV XLPE cable without Road cutting i.e. through burrowing machine \\"VERMIER\\".(120 cm deep).Use of this technology must be restricted to the situation like:- |
| 275 | (i) When the passages available for laying the proposed cable is totally a metal or cement concrete road. |
| 276 | (ii) When the road cutting is not permitted by the local administration. |
| 277 | A) 33 / 11 KV 3C x 300 Sq.mm cable |
| 278 | B) 33 / 11 KV below 3C x 300 Sq.mm cable |
| 279 | For Extra Loop (Ghera) to be provided near the pole on termination point and the length of cable along the pole for mounting of cable jointing kit. |
| 280 | b) 33 KV Cable:- |
| 281 | 3X240 Sq.mm to 3X400 Sq.mm |
| 282 | Painting with priming coats or ready mixed red-oxide paint 2 coats of approved make on steel works after cleaning with wire brush / sand paper.(including cost of red oxide) |
| 283 | On new surface |
| 284 | Painting with aluminium paint of approved brand and manufacturer to give an even surface.(including cost aluminium paint) |
| 285 | On new works with two coats. |
| 286 | Fabrication of steel structures of M.S angle ,M.S.channel & M.S.Flat including cutting ,drilling and continunous welding joint as per design and drawing. |
| 287 | Other steel items |
| 288 | Drilling of holes in MS Channel / Angle /Flat |
| 289 | 15/16\\" dia holes(23.81 mm dia.) |
| 290 | 13/16\\" dia holes (20.63mm dia) |
| 291 | 11/16\\" dia holes (17.46mm dia) |
| 292 | Supply of fabricated steel item of MS Channel/Angle/ Flat. |
| 293 | Supply of MS nuts & bolts |
| 294 | PART-C |
| 295 | Conducting route survey as per approved route map and pegging of route with tee off point section point & double pole locations. |
| 296 | Trimming of tree branches/plants manually/ by machine and preparing route approchases for proposed line/line maintenance work of existing HT/LT lines. |
| 297 | Excavation of pit in ordinary rock which does not require blasting to erect various supports and stay sets including stacking of excavated muck from the edge of excavation/pit |
| 298 | (A) Height of poles/ R.S. Joist/ M.S. Rail Size of Pit |
| 299 | 9 Mtr./ 1.2mx0.6mx 1.50 m deep |
| 300 | (B) Lattice Tower /Size of pit |
| 301 | 11.4/10.8 Mtr/ 1.5mx1.5m x1.8 m deep |
| 302 | 12.8/12.6 Mtr/ 1.5mx1.5m x2.10 m deep |
| 303 | (C) Stay set/Depth of pit |
| 304 | 8'x 3/4\\" -0.75x0.5x1.6 m |
| 305 | 6'x5/8\\"-0.75x0.5x1.35 m |
| 306 | Excavation of pit in Hard rock ( Where blasting is required) to erect various supports and stay sets including stacking of excavated muck from the edge of excavation/pit. |
| 307 | (A) Height of poles/R.S.Joist/M.S. Rail Size of pit |
| 308 | 9 Mtr/ 1.2mx0.6mx1.50 m deep |
| 309 | (B) Lattice Tower /Size of pit (for AB & AB1 STRUCTURE) |
| 310 | 11.4/10.8 Mtr/ 1.5mx1.5m x1.80 m deep |
| 311 | 12.8/12.6 Mtr/ 1.5mx1.5m x2.10 m deep |
| 312 | (C)Stay set/Depth of pit |
| 313 | 8'x 3/4\\" -0.75x0.5x1.6 m |
| 314 | 6'x5/8\\"-0.75x0.5x1.35 m |
| 315 | Safe carriage of PCC poles including loading /un-loading |
| 316 | C) 9 Mtr. Long -200 kg |
| 317 | Within 10 Kms. |
| 318 | Above 10 Km. & upto 30 Km. add for each Km. or part thereof |
| 319 | Safe carriage of steel(fabrication and unfabricated) I.e.M.S. Rails,R.s. joists,M.S. channels,M.S.Angles,M.S. Flat,G.I.Stay Sets ,G.I. Stay wire,G.I. wire Nuts and bolts etc. and ACSR Conductor including loading and unloading and stacking in Nigam Store /at work Site. |
| 320 | Within 10 Kms. |
| 321 | Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. |
| 322 | Above 30 Kms. Add for each Kms. or partthereof. |
| 323 | Safe Carriage of insulator,hardware,Cable etc. including loading / unloading and stacking in Nigam Store etc. |
| 324 | Within 10 Kms. |
| 325 | Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. |
| 326 | Above 30 Kms. Add for each Kms. or part thereof. |
| 327 | safe carriage of fabricated lattice tower structures and sub stationbstructures type AB, AB beams, isolaters structures etc. including loading/unloading and stacking in the nigam.stores/at work site |
| 328 | Within 10 Kms. |
| 329 | Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. |
| 330 | Above 30 Kms. Add for each Kms or part thereof. |
| 331 | Erection of all type of steel supports in the excavated pit in alignment after checking the same with plumb line including fixing of cross arms and top hamper before erecting the supports. The support should be grouted and muffed in cement concrete of ratio 1:3:6 as per item No. 5.7 the remaining portion of the pit will be back filled with soil. The nuts & bolts will be provided by the contractor as per Nigam's specification for which payment will be made at the prevailing store issue rates. The cost muffing and grouting will be paid extra. |
| 332 | Lattice Structure |
| 333 | Erection of PCC poles in excavated pit with fixing of brackets,cross arms & top hampers as required in alignment after checking the same with plumb line. The support is to be back filled with soil with proper ramming. The nuts & bolts are to be provided by the contractor as per Nigam's specification for which the payment will be made at the prevailing Discom store issue rates. |
| 334 | (A) IN URBAN AREA |
| 335 | PCC Poles 9 Mtr. Long (200Kg) |
| 336 | (B) IN RURAL AREA |
| 337 | PCC Poles 9 Mtr. Long(200Kg.) |
| 338 | Erection &assembly of 2 Pole structures of steel supports or PCC poles in excavated pit in alignment after checking the same with plumb line.Including fixing of complete steel structure for line D.P.The support is to be back filled with soil with proper ramming.The nuts &bolts are to be provided by the contractor as per Nigams specfication for which the payment will be made at the prevailing Discom store issue rates. |
| 339 | PCC Poles 9 Mtr. Long(200 Kg.) |
| 340 | Erection & fixing of G.I. Stay sets with anchor plates in excavated pit in required positions and back filling with soil with proper ramming.The work includes fixing of stay clamps,Stay insulators with stay wire at both ends with proper tention. Size of stay set/Stay wire. |
| 341 | 6\\"x5/8\\" with 7/10 SWG Stay wire |
| 342 | Providing and laying of cement concrete in ratio 1:3:6 using 43 grade cement river sand and 12 mm to 20 mm graded blast cruster broken in pit /foundation according to the size/type of supports/stay set including compaction/curing for 21 days in steel plates shuttering/ framer base. |
| 343 | Supplying and laying of randum rubble stone boulder having weight not less than 20 kgs.( Note:- If the stay required to be grouted in cement then the rates as indicated in this item will be applicable & paid in addition to above rates and the charges for back filling with soil will be deducted @ 10.00 per cum.) |
| 344 | Fixing of top hampers with clamp on erected support as per design. The nuts &bolts will be supplied by the contractor as per Nigams specification for which payment will be made as per prevailing Discom store issue rates. |
| 345 | 11 KV Top Hampers |
| 346 | Fixing of all type of fabricated material on erected supports with nut & bolts as per approved design & drawing of sub-station. |
| 347 | Fixing and assembly of disc.point channel pair with pilot plates top hampers & clamps on erected single pole structure as per design. The nuts &bolts are to be provided by the contractor as per Nigams specification for which payment will be made as per prevailing Discom store issue rates, |
| 348 | 11 KV line |
| 349 | Fixing of 11kv B&S/T&C type disc insulator of 11kv lines (each unit consiting of 1nos.disc.& 1set of H/ W ) on terminal point including fixing of hardware and strips. |
| 350 | Fixing of 11kv B&S/T&C type disc insulator of 11kv lines (each unit consiting of 2 nos.disc.& 1set of H/ W ) on terminal point including fixing of hardware and strips. |
| 351 | Fixing of 11 KV pin insulators with pins |
| 352 | Assembly,Installation & commissioning of gang operated isolating switch on erected structure with setting for accurate operation including fixing of allied accessories completein all respect with post insulators and jumpering on both ends for connection with the system. The nuts and bolts will be supplied by the contractor for which payment will be made as per prevsiling Discom store issue rates. |
| 353 | (B)G.O. switch . without earthing blade. |
| 354 | 11kv G.O.switch |
| 355 | Fixing of danger plates on supports/structure |
| 356 | Fixing of PG clamp of Weasel /Rabbit Conductor |
| 357 | Fixing of PG clamp of Dog /Racoon Conductor |
| 358 | Laying ,jointing , stringing, tensioning and clamping of conductor with proper sag as directed , using bolted type hardware including binding on pin insulators,jumpering on section points with binding wire / P.G.clamps.Aluminium jointing sleeves will be used for jointing the conductor.The line must stand at proper voltage on charging.The contractor will be provide P.G.clamps for which payment will be made as per prevailing Discom issue rate. |
| 359 | (B) IN RURAL AREA |
| 360 | ACSR RABBIT |
| 361 | Laying , jointing,stringing,tensioning and clamping of G.I.Earthwire continuosly on single/double pole by using earth clamps /nuts & bolts with washers and earth reel etc.including proper binding at each end.The nuts and bolts will be supplied by the contractor for which payment will be made as per prevailing Discom store issue rates. |
| 362 | (B) IN RURAL AREA |
| 363 | G.I.Earth wire 8 SWG |
| 364 | Earthing of line for all type of supports as per REC construction standards using Stay wire/GI wire with one pcs.of M.S.rod 20mm dia each 3 meter long and driving into earth by mechanical means as per approved design.Drawing &specification.All material except MS rod,MS flat & stay wirewill be supplied by the contractor.If material is supplied by the contractor ,the payment will be made as per prevailing Discom store issue rates.(In case of PCC poles earthing must be connected with earthwire already available on PCC pole at bottom) |
| 365 | Providing and fixing of G.I. Pipe B-Class (IS:1239 marks) at the starting and finishing point of 33 & 11 KV under ground cables and to lay & clamp vertically with the existing support including labour charges. |
| 366 | Providing and fixing of G.I. Pipe of 150 mm diameter. B-Class (IS:1239 mark),at the starting and finishing point of 33 KV under ground cables and to lay & clamp vertically with the existing support including labour charges. |
| 367 | Installation of cable termination / straight through joints on 11KV Aluminium conductor XLPE Cable with outdoor/ indoor termination end and /or straight through joint including required excavation / remoral/ fixing / refixing/ testing etc. as required |
| 368 | A) (I) Outdoor end terminal 3x35 Sq mm to 3x185 Sq mm |
| 369 | (ii) 3x240 Sq mm to 3x400 Sq mm |
| 370 | C) (I) Straight through joint 3x35 to 3x185 Sq mm |
| 371 | (ii) 3x240 Sq mm to 3x400 Sq mm |
| 372 | Laying of 33 KV & 11KV XLPE cable without Road cutting i.e. through burrowing machine \\"VERMIER\\".(120 cm deep).Use of this technology must be restricted to the situation like:- |
| 373 | (i) When the passages available for laying the proposed cable is totally a metal or cement concrete road. |
| 374 | (ii) When the road cutting is not permitted by the local administration. |
| 375 | A) 33 / 11 KV 3C x 300 Sq.mm cable |
| 376 | B) 33 / 11 KV below 3C x 300 Sq.mm cable |
| 377 | For Extra Loop (Ghera) to be provided near the pole on termination point and the length of cable along the pole for mounting of cable jointing kit. |
| 378 | a) 11 KV Cable:- |
| 379 | 3X35 Sq.mm to 3X185 Sq.mm |
| 380 | 3X240 Sq.mm to 3X400 Sq.mm |
| 381 | b) 33 KV Cable:- |
| 382 | 3X240 Sq.mm to 3X400 Sq.mm |
| 383 | Fabrication of steel structures of M.S angle ,M.S.channel & M.S.Flat including cutting ,drilling and continunous welding joint as per design and drawing. |
| 384 | Other steel items |
| 385 | Drilling of holes in MS Channel / Angle /Flat |
| 386 | 15/16\\" dia holes(23.81 mm dia.) |
| 387 | 13/16\\" dia holes (20.63mm dia) |
| 388 | 11/16\\" dia holes (17.46mm dia) |
| 389 | Supply of fabricated steel item of MS Channel/Angle/ Flat. |
| 390 | Supply of MS nuts & bolts Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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