Tender For Dk/Ud/Cor-Of/032: Shifting/Modification Work Of 400/220/66/33Kv Overhead Lines Of Dtl/Tpddl Including Supply, Erection, Testing & Commissioning Infringing Delhi-Panipat-Karnal Namo Bharat Corridor (Ch 0000 To Ch 36200).
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Sep 2026
25 days left
EMD
1.23 Crore
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available
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Address
Project Description
Tender for Dk/Ud/Cor-Of/032: Shifting/Modification Work Of 400/220/66/33Kv Overhead Lines Of Dtl/Tpddl Including Supply, Erection, Testing & Commissioning Infringing Delhi-Panipat-Karnal Namo Bharat Corridor (Ch 0000 To Ch 36200).
BOQ
| Sl. No. | Item Description |
| 1 | NATIONAL CAPITAL REGION TRANSPORT CORPORATION LTD. Name of work : DK/UD/COR-OF/032: Shifting/modification work of 400/220/66/33kV Overhead Lines of DTL/TPDDL including Supply, Erection, Testing & Commissioning infringing Delhi-Panipat-Karnal Namo Bharat Corridor (Ch 0000 to Ch 36200). Price Bid NATIONAL CAPITAL REGION TRANSPORT CORPORATION LTD Gatishakti Bhawan INA, New Delhi –110 023 Preamble Name of work : DK/UD/COR-OF/032: Shifting/modification work of 400/220/66/33kV Overhead Lines of DTL/TPDDL including Supply, Erection, Testing & Commissioning infringing Delhi-Panipat-Karnal Namo Bharat Corridor (Ch 0000 to Ch 36200). S.No. Description |
| 2 | The Price bid shall be read in conjunction with the Bidding Documents. |
| 3 | The bidder is required to quote a flat percentage \\"Excess\\" (+) / \\"Less\\" (-) / \\"At par\\" with respect to the Total amount of the Schedule in the \\"BoQ1\\" Sheet. |
| 4 | The quantities for various items provided in the Price Bid are estimated quantities and are given to provide a common basis for Bidding. During the execution of works, the same may vary based upon \\"Good for Construction\\" (GFC) drawings approved by the Engineer and as per the site conditions. The basis of the payment will be the actual quantities of the work executed and accepted by the Engineer or quantities as per the GFC drawings whichever is less and shall be paid /valued as per the accepted rates. |
| 5 | The quoted rates for various items are for completed and finished items of work complete in all respects. It will be deemed to include all the cost involved in the execution of the items and shall include all duties, taxes [except Goods and Service Tax (GST)] royalties, cess, overheads, profit and other levies payable by the Bidder under the Contract, or for any other cause etc. The Bidder shall be required to consider this aspect while quoting rates. It shall include all general risks, liabilities and obligations set out or implied in the Contract shall and including remedy of any defects during the Defect Liability Period, unless otherwise provided in the Contract. The whole cost of complying with the provisions of the Contract shall be deemed to have been included in the quoted rates. GST as prevalent will be paid extra. |
| 6 | Bidder may please note that to perform this contract. nothing extra shall be payable on account of field constraints, non-availability of uninterrupted front, cost of project management, monitoring, coordination and supervision, cost of adhering to quality requirements (QA/QC), cost of adhering to SHE requirements, cost of preparing drawings and documents, as-built records and documentation, preparation of detailed scheme for taking necessary clearance and approval from the concerned authority and other local bodies etc. |
| 7 | Income Tax and any other statutory taxes to be deducted at source will be deducted by the Employer from the due payments of the contractor in accordance with the prevailing rules in force. |
| 8 | Bidder should not tamper the Price Bid. If the Price Bid is found to be modified by the bidder, then the same will be treated as incomplete and non-responsive and may result in the rejection of the Bid. |
| 9 | Method of Quoting the Price in the Price Bid The Price Bid is in Excel Format and the Quoting the Price in the Price Bid should be as Follows: (i) Whole Excel Worksheet is Locked except the Cells which are highlighted in Blue and white (for Lump Sum Parts in BOQ1). (ii) Bidders are required to fill these cells which are highlighted in Blue and white (for total Parts in BOQ1) only. (iii) Deleted (iv) The bidder is required to quote a flat percentage \\"Excess\\" (+) / \\"Less\\" (-) / \\"At par\\" with respect to the Total amount of the Schedule in the \\"BoQ1\\" Sheet. (v) All 'blanks' in the Pricing Document, where the Bidder is permitted to quote shall be filled in. (vi) If some % is quoted inspite of marking 'At par' that % will not be considered and it will be taken as \\"At par\\" on basic amount. Failure to quote the % in case of excess or less for the \\"Total amount of Parts shall be treated as \\"At Par\\" and shall be evaluated accordingly. (vii) Bidder is required to quote Rates in INR only. |
| 10 | Errors will be corrected by the Employer for any arithmetic errors in computation or summation as per contract conditions. |
| 11 | For payment of the items to be executed under Schedule 3 [Any other Civil DSR 2023 for Calculation of rates (excluding GST) of DSR 2023 items, following Methodology issued by CPWD vide Office Memorendum (OM) dated 08.08.2024 have been adopted: As per CPWD OM the rates of individual items of DSR 2023 has been multiply with correction factor on account of GST @ 0.973 to the existing rate of DSR 2023 item in order to achieve modified DSR rate and then reduced the corrected rate by 18% for making DSR item excluding GST] DSR Items-DSR (E&M)-2025The rates of the DSR shall be taken excluding of GST. |
| 12 | Total Amount of Schedule 1+Schedule 2+Schedule 3+Schedule 4, Exclusive GST. Letter of Price Bid Bid No.: DK/UD/COR-OF/032 To National Capital Region Transport Corportation Limited GatiShakti Bhawan,INA, New Delhi- 110023 We, the undersigned, declare that: (a) We have examined and have no reservations to the Bidding Documents, including Addenda issued in accordance with Instructions to Bidders (ITB) 8. (b) We offer to execute in conformity with the Bidding Documents and the Technical Bid submitted for the following Works: Name of work : DK/UD/COR-OF/032: Shifting/modification work of 400/220/66/33kV Overhead Lines of DTL/TPDDL including Supply, Erection, Testing & Commissioning infringing Delhi-Panipat-Karnal Namo Bharat Corridor (Ch 0000 to Ch 36200). (c) The total price of our Bid,below is: [amount in INR in figures] 0.0 (d) If our Bid is accepted, we commit to obtain a performance security in accordance with the Bidding Documents. (e) We understand that this bid, together with your written acceptance thereof included in your notification of award, shall constitute a binding contract between us, until a formal contract is prepared and executed. (f) We understand that you are not bound to accept the lowest evaluated bid or any other bid that you may receive. Name of the authorized representative of the bidder Desiganation of the authorized representative Name of the Bidder/ Bidding Firm / Company : 0.0 Date: (DD/MM/YYYY) Name of work : DK/UD/COR-OF/032: Shifting/modification work of 400/220/66/33kV Overhead Lines of DTL/TPDDL including Supply, Erection, Testing & Commissioning infringing Delhi-Panipat-Karnal Namo Bharat Corridor (Ch 0000 to Ch 36200). SCHEDULE 1:220/66/33KV OVERHEAD LINE WORKS S.No Item Description Unit Qty Rate(in INR) Total Amount (In INR) Part -A : Design |
| 13 | Design of foundation for Monopole of transmission line considering all possible mechanical loading under extreme condition including approval of reputed Govt Institutions like CPRI/IIT etc. Total of Part 1A - Design 971211.08 Part B: Supply |
| 14 | Design(including approval of reputed Govt Institutions like CPRI/IIT etc ) and Supply of Double Circuit Monopole suitable for 220/66/33 kV lines at site(price offered are all structure components of the pole,Anchor bolt Anchor,Anchor Plate template) (Wind Zone -V) for following:- |
| 15 | 220kV D/C Tension Pole PD (30-60 Deg) /DE(0-15 Deg) 38M BXA, Single Sided Cross Arm - HTLS Equivalent to ACSR Zebra conductor RL3 |
| 16 | 220kV D/C Tension pole PB (2-15Deg) /DE(0-15 Deg) _38M BXA - ACSR Zebra RL1 |
| 17 | 220kV D/C Tension pole PB (2-15Deg) /DE(0-15 Deg) _32M BXA - ACSR Zebra RL1 |
| 18 | 220kV D/C Tension poles PD(30-60Deg)_42M BXA-ACSR Zebra RL1 |
| 19 | 220kV D/C Tension poles PD(30-60Deg)_42M BXA-ACSR Zebra with Extra Cross Arm RL1 |
| 20 | 66kV D/C Monopole PD (30-60Deg) /DE(0-15Deg )BXA 42 MTR(+2m chimney) - ACSR Goat-RL1 |
| 21 | 33 kV D/C Monopole PD (30-60Deg) /DE(0-15Deg )BXA 42 MTR(+2m chimney) - ACSR Goat-RL1 |
| 22 | Supply of Galvanized Steel Monopole Structures along with all associated accessories such as cross-arms, Anchor Bolts, Anchor Plate,Template, Nuts & Bolts, ladder etc. as per approved design. |
| 23 | Fabrication and supply of tower part with stubs,bolts,U bolts, Hangers,D-shakle etc. of various types of towers of 220/66/33kV as per DTL specifications with suitable/required extension at site |
| 24 | Supply of 220kV insulator (Polymer Long Rod Insulator) |
| 25 | 90 KN Tension 220KV |
| 26 | 160 KN Tension 220KV |
| 27 | Supply of 220 KV Single Tension String hardware fitting suitable for ACSR Zebra conductor compression type complete in all respect as per DTL specifications. |
| 28 | Supply of 220 KV Double Tension String hardware fitting suitable for ACSR Zebra conductor compression type complete in all respect as per DTL specifications |
| 29 | Supply of Vibration Dampers for ACSR Zebra Conductor along with all accessories as per DTL specification |
| 30 | Supply of ACSR Zebra conductor as per DTL specification |
| 31 | Supply of OPGW wire (48) complete in all respect. as per DTL specification |
| 32 | Supply of OPGW wire (24) complete in all respect. as per DTL specification |
| 33 | Supply of OPGW tension assembly complete in all respect as per DTL specification |
| 34 | Supply of Vibration Dampers for OPGW along with all accessories as per DTL specification |
| 35 | Supply of Copper Bond Flexible for OPGW along with all accessories as per DTL specification |
| 36 | Supply of Mid Span compression joint for ACSR Zebra Conductor along with all accessories as per DTL specification |
| 37 | Supply of Repair Sleeves for ACSR Zebra Conductor along with all accessories as per DTL specification |
| 38 | Supply of High Temperature Low Sag (HTLS) Conductor as per Tech Specification of DTL |
| 39 | Supply of Single Tension hardware fitting for HTLS conductors complete in all respect. as per DTL specification. (except clamp) as per DTL specification. |
| 40 | Supply of Double Tension hardware fitting for HTLS Conductors complete in all respect. as per DTL specification. (except clamp) |
| 41 | Supply of single \\"I\\" suspension pilot hardware fittings for HTLS Conductors complete in all respect as per DTL specification. (except clamp) |
| 42 | Supply of Dead end clamp for tension insulator strings for HTLS Conductors complete in all respect. as per DTL specification |
| 43 | Supply of suspension clamp suitable for suspension pilot insulator strings for HTLS Conductors complete in all respect as per DTL specification |
| 44 | Supply of vibration damper for HTLS Conductors complete in all respect as per DTL specification |
| 45 | Supply of Mid span compression joint for HTLS Conductors complete in all respect. as per DTL specification |
| 46 | Supply of Repair Sleeve for HTLS Conductors complete in all respect. as per DTL specification |
| 47 | Supply of ACSR Goat Conductor (Aluminium Strands- 30nos/3.71mm; Steel Strands-7nos/3.71 mm) |
| 48 | Supply of Single Tension Hardware Fitting (Compression Type) having Ball & Socket locking arrangement for insulator and suitable for single ACSR Goat Concluctor complete in all respects with arching horn |
| 49 | Supply of Single Tension Hardware Fitting (Bolted Type) having Ball & Socket locking arrangement for insulator and suitable for single ACSR Goat Conductor complete in all respects with arching horn |
| 50 | Supply of Double Tension Hardware fitting (Compression Type)having Ball & Socket lockinq arrangement for insulator and suitable for single ACSR Goat Conductor complete in all respects with arching horn |
| 51 | Supply of Double Tension Hardware fitting (Bolted Type)having Ball & Socket locking arrangement for insulator and suitable for single ACSR Goat Conductor complete in all respects with arching horn |
| 52 | Supply of Suspension Hardware fitting (with Envelope Type suspension clamp)having Ball & Socket locking arrangement for insulator and suitable for single ACSR Goat Conductor complete in all respects with arching horn |
| 53 | Supply of Vibration Damper for ACSR Goat conductor complete in all respects. |
| 54 | Supply of 66kV, 120kN, B&S type Composite Polymeric lnsulator |
| 55 | Supply of 66kV, 90kN, B&S type Composite Polymeric lnsulator |
| 56 | Supply of OPGW Down lead clamp assembly complete in all respect as per DTL specification |
| 57 | Supply of Joint Box for OPGW complete in all respect as per DTL specification |
| 58 | Supply of Number Plate as per DTL specifications |
| 59 | Supply of Danger Plate as per DTL specifications |
| 60 | Supply of Ckt Plate (Set of two) as per DTL specifications |
| 61 | Supply of Phase Plate (Set of Three) as per DTL specifications |
| 62 | Supply of pipe Earthing material (pipe, Flat& GI strip) complete in all respect as per DTL specification |
| 63 | Supply and Erection of |
| 64 | ACSR Panther Conductor |
| 65 | 66kV lightening Arrestor |
| 66 | 33kV lightening Arrestor |
| 67 | 33kV S/S 90KN Composite Polymer Rubber Insulator String |
| 68 | 33kV S/T 90KN Composite Polymer Rubber Insulator String |
| 69 | Compression type S/T H/W fitting for ACSR Panther Conductor |
| 70 | Straight Joint for 0.2-0.2 sq inch ACSR Conductor |
| 71 | C-Wedge connector for ACSR Conductor |
| 72 | Single Suspension H/W Ftting for 0.2sq inch ACSR Single conductor |
| 73 | Bolted Type Single tension fitting for ACSR Single Panther |
| 74 | T. Clamps for Zebra/Panther ACSR conductor |
| 75 | P.G Clamps For 0.2-0.2sq\\" ACSR Conductor |
| 76 | S.B Dampers for ACSR Single Panther Conductor |
| 77 | Double Tension H/W Fitting for 0.2 Sq inch ACSR conductor(compression type) |
| 78 | Repair Sleeve ACSR Panther |
| 79 | Supply of TMT reinforcement steel of FE -500 Grade from approved list supplier, straightening, cutting, bending, tieing lap/but welding placing including binding with Gi binding wire 18 SWG ,in all structure heights and depth,complete as per drawing ,specification and direction of Engineer-in Incharge.The scope of work will also include application of one coat of cement slurry inhibitor solution as per manufactures instruction or approval by the Engineer -in Incharge. |
| 80 | Supply,of Warning Tape as per DTL specifications Total of Part 1B:-Supply 240203412.87 PART C: Erection,Testing & commissioning |
| 81 | Detail Survey including prepration of profiles and drawings for transmission line |
| 82 | Assembling of Monopole Sections and Erection of following Monopole Structure complete in all respects including fixing of cross-arms, ladder, step bolts, guard rail and all other monopole accessories as well as complete tightening of all nuts & bolts. This shall also include the cost of hiring of cranes, hydra and any other machinery to be used in erection process along with making necessary site preparations like levelling, compacting of soil etc. for placing of cranes and other required after machineries. Further, included is the cost of tack welding of check nuts after completion of Monopole erection work and removing of surplus mulb, scrap, muck etc. upto 50m lead and 1.5m lift as per directions of Engineer-In-Charge. |
| 83 | D/C Tension Type Monopole Structure of height upto 45Mtrs. (top/peak to bottom) suitable to hold Zebra Conductor for a normal span of 250 mtrs. |
| 84 | D/C Tension Type Monopole Structure of height from 45Mtrs. to 60Mtrs. (top/peak to bottom) suitable to hold Zebra Conductor for a normal span of 250 Nos. |
| 85 | D/C Tension Type Monopole Structure of height more than 60Mtrs. (top/peak to bottom) suitable to hold Zebra Conductor for a normal span of 250 Nos. |
| 86 | Stringing/ Erection ,Testing and commissioning of following Conductor, hoising of insulators, hardware fittings, vibration damper and Jumpering etc. |
| 87 | ACSR Zebra Conductors |
| 88 | HTLS Conductors |
| 89 | 90 KN Tension 220KV |
| 90 | 160 KN Tension 220KV |
| 91 | 220 KV Single Tension String hardware fitting suitable for ACSR Zebra conductor compression type complete in all respect as per DTL specifications. |
| 92 | 220 KV Double Tension String hardware fitting suitable for ACSR Zebra conductor compression type complete in all respect as per DTL specifications |
| 93 | Vibration Dampers for ACSR Zebra Conductor along with all accessories as per DTL specification |
| 94 | Warning Tape as per DTL specifications |
| 95 | Fixing & erection of following accessories. |
| 96 | a) Pipe earthing of Monopole/cable /Lattice Towers with requisite material |
| 97 | b) Number plate |
| 98 | c) Circuit Plate(set of 2) |
| 99 | d) Danger plate |
| 100 | e) Phase Plate (1 set= 3 Plate of RYB colour) |
| 101 | Stringing, Testing & Commissioning of ACSR Goat Conductor including hoisting of insulators, fixing of hardware fittings, jumpering etc. and fixing of vibration dampers |
| 102 | Supply and Erection of Galvanised steel barbed wire on monopole/tower for making anti climbing arrangemaent |
| 103 | Providing 2.0 meter high tempory barricde and arrangement for traffic diversion such as traffic signals during construction at site for day and night as per the requirement during construction of foundation /other activities require traffic diversion safety etc.This arrangement has to be maintained till completion of such activities . Local shifting of barricading along with all associated accesories at a particular location may be required during execution and may require for traffic management . Nothing shall be paid extra incuding shifting etc. |
| 104 | Fabrication, supply, fixing/Erection and Painting of fencing wire mesh around the monopole Frame of angle iron 25mm x 25mm making grid size 1.5mmx 1.5mm or part having wiremesh of 8 SWG in between grids to cover the foundation on four sides. The angle iron grid & wire mesh to be fixed with each other by 100mm channel and soldering with 1.5 inch angle with 25x6mm MS strip at the back of angle with proper spacing including door of size 1.5mx 2m with suitable supports ,brackets complete with locking arrangements in all respect as per DTL requirement . |
| 105 | Stringing, Testing and commissioning of OPGW including fixing of hardware fittings , Jumpering , earth bond etc and vibration dampers |
| 106 | Making ,Testing and Commissioning of OPGW Joint Box |
| 107 | Dismantling of conductor including earth wire/OPGW & Hardware fittings. |
| 108 | Tower steel super structure |
| 109 | Conductor including earthwire and fittings |
| 110 | Transportation of released /dismantaled material in full body truck and submitting the same to a designated store /place as per direction of engineer incharge TOTAL OF PART 1C: Erection Testing and commissioning 16528145.89 PART D- Foundation Work - Pile/Open |
| 111 | Proving and installing cast-in situ vertical bored piles of approximate depth as per drawing and with M35 grade of concrete.(using Portland stag cement) including all operations such as installation and shifting of pilling rig etc. in all soil. The cost shall also include the cost of empty boring wherever (measurement shall be from cut-off level to founding level). The item includes disposal of earth,muck,slush released from pils, top leads . Reinforcement shall be paid seperately. rate shall include cost of using required dosage of admixture in concrete for obtaining required workability as per approval of Engineer . The items includes drilling and socketting in hand rock at required depth . a) Considering 600 mm dia Pile. i) By hydraulic rigs using partial depth casting with or without bentonite RM. 437.5 8018.54 3508111.25 b) Considering 800 mm dia Pile. i) By hydraulic rigs using partial depth casting with or without bentonite RM. 625.0 10342.75 6464218.75 |
| 112 | Carrying out Static routine vertical load tests as per relevant IS codes including all arrangement for measuring deflections and submitting reports. This includes making of pile head ready for testing at the desired level supporting/erection arrangement ( including reaction piles/soil/rock anchor, if any) for the kenledge load |
| 113 | Non destructive integrity testing of cast-in-situ piles of 800 mm dia and as per specification and submitting load. |
| 114 | Integrity pile test using cross hole sonic logging as per the provision of ASTM standard D6760. |
| 115 | Providing M 35/20 concrete (using portland Slag Cement) for following concrete work.Pile cap including excavation through existing concrete and water bond macadam road /Bituminous road/cement road of all thickness including dismantalling other structures, dead utilities etc. ans soil including dewatering, pumping and bailing out water ,strutting and shoring etc.. This item also includes formwork and backfilling in foundation including watering compacting with a vibratory plate compactor and loading ,leading and disposal of surplus excavated material using lockable and covered trucks so as to ensure that during transportation the carried material does not spill out Max lead to dumping ground will be leads (average anticipated load will be 10Km)Reinforcement shall be paid seperately. Rate shall include cost of using require dosage of admixture in concrete as required at site. |
| 116 | Excavation of pits of required width for tower/monopole foundation including getting out the excavated soil and then returning the soil as required. In layers not exceeding 20 cm in depth including consolidation each deposited layer by ramming, watering etc and disposing of surplus excavated soil as derected within a load of 50 mtrs. |
| 117 | Cement concreting for PCC/RCC work in bases, raft and footing for the tower foundations including cost of centering and shuttering. a) 1:3:6 (1 Cement: 3 Coarse sand: 6 graded stone aggregate. 40 mm normal) Cum. 1000.0 8958.39 8958390.0 b) 1:2:4 (1 Cement: 2 Coarse sand: 4 graded stone aggregate 40 mm normal) Cum. 594.0 10910.88 6481062.72 TOTAL OF PART 1D PILE /OPEN FOUNDATION 79272110.22 SUMMARY OF SCHEME TOTAL OF PART -1A - DESIGN 971211.08 TOTAL OF PART -1B - SUPPLY 240203412.87 TOTAL OF PART -1C - ERECTION , TESTING & COMMISSIONING 16528145.89 TOTAL OF PART -1D- PILE/OPEN FOUNDATION 79272110.22 GRAND TOTAL(PART 1A + PART 1B + PART 1C + PART 1D) 336974880.06 Name of work : DK/UD/COR-OF/032: Shifting/modification work of 400/220/66/33kV Overhead Lines of DTL/TPDDL including Supply, Erection, Testing & Commissioning infringing Delhi-Panipat-Karnal Namo Bharat Corridor (Ch 0000 to Ch 36200). SCHEDULE 2:400KV OVERHEAD LINE WORKS S.No Item Description Unit Qty Rate(in INR) Total Amount (In INR) Part -2A : Design |
| 118 | Design of foundation for Monopole of transmission line considering all possible mechanical loading under extreme condition including approval of reputed Govt Institutions like CPRI/IIT etc Total of Part 2A - Design 277488.88 Part 2B: Supply |
| 119 | Design(including approval of reputed Govt Institutions like CPRI/IIT etc ) and Supply of Double Circuit Monopole suitable for 400 kV lines at site(price offered are all structure components of the pole,Anchor bolt Anchor,Anchor Plate template)(Wind Zone -V) for following:- |
| 120 | 400 kV D/C Tension Pole PD (30-60 Deg) /DE(0-15 Deg) 38 M BXA - Quad ACSR bersimius conductor -WZ 5 |
| 121 | 400 KV DC Tension pole PB (2-15D)23M BXA - Quad ACSR bersimius conductor -WZ 5 |
| 122 | Supply of following Tower Accessories as per DTL specifications |
| 123 | Danger Plate |
| 124 | Number Plate |
| 125 | Phase Plate (Set of three) |
| 126 | Circuit Plate (Set of two) |
| 127 | Anti-Climbing Devices-Barbed Wire |
| 128 | Supply of ACSR Bersimis Conductor |
| 129 | Supply of 400 kV insulator (Composite Long Rod Insulators) |
| 130 | 400KV/120KN CLR insulators |
| 131 | 400KV/160KN CLR insulators |
| 132 | Hardware Fittings for 400kV ACSR Bersimis Conductor |
| 133 | Quad Tension string |
| 134 | Single I Susp String |
| 135 | Single I Susp String(Pilot) |
| 136 | Accessories for Conductor & Earthwire |
| 137 | Mid Span Compression Joint for ACSR Bersimis conductor |
| 138 | Repair Sleeve for ACSR Bersimis conductor |
| 139 | T-connector for ACSR Bersimis conductor |
| 140 | Quad Spacer Damper for ACSR Bersimis conductor |
| 141 | Quad Rigid Spacer for jumper for ACSR Bersimis Conductor |
| 142 | Supply ,Testing & Erection of OPGW cable & accessories |
| 143 | 24 Fibre (DWSM) OPGW fibre optic cable |
| 144 | Hardware Fittings for 24 Fibre (DWSM) OPGW 8.2.1 Suspension Clamp Assembly -24F OPGW Nos. 1.0 2919.71 2919.71 8.2.2 Tension Assembly - Dead End Nos. 1.0 4013.89 4013.89 8.2.3 Tension Assembly for Passing through -24F OPGW Nos. 8.0 6436.63 51493.04 8.2.4 Tension Assembly for splicing location -24F OPGW Nos. 4.0 6700.64 26802.56 8.2.5 Vibration damper-24F OPGW Nos. 32.0 731.34 23402.88 8.2.6 Joint Box for 24 Fibre No. 2.0 9837.77 19675.54 8.2.7 Down Lead Clamp No. 60.0 297.9 17874.0 |
| 145 | Supply of Earthing of towers(Pipe Type) |
| 146 | Shieldwire Earthing incl. PG Clamps, Downlead clamps but excl. Earthwire bits i.e. shield wire earthing (pipe type)shall be as additional to items i.e. earthing of towers (pipe type) |
| 147 | Supply of Warning Tape as per DTL specifications |
| 148 | Supply and placing of steel reinforcement of specified grade for R.C.C. work in pile,pile cap, pedestal / chimney, tie beam , or others(if required) including straightening, cutting, bending, binding(GI 18SWG) etc. all complete as per drawing ,specification and direction of Engineer-in Incharge. |
| 149 | Supply and Providing M.S. liner of 6mm. thick in piles upto 10m. Depth (maxm.) from bottom of pile cap, limited to the approved drawing, including supply, straightening, bending, welding,all supports, labours, tools and tackles, plants & equipments, with primer and painting etc. (complete) as required for successful completion of the job |
| 150 | Supply and Providing M.S. liner of 8mm. thick in piles upto 10m. Depth (maxm.) from bottom of pile cap, limited to the approved drawing, including supply, straightening, bending, welding,all supports, labours, tools and tackles, plants & equipments, with primer and painting etc. (complete) as required for successful completion of the job Total of Part 2B:-Supply 193164954.5 PART 2C: Erection,Testing & commissioning |
| 151 | Survey |
| 152 | Detailed survey including route alignment, profiling and tower spotting |
| 153 | Check survey |
| 154 | Assembling of Monopole Sections and Erection of following Monopole Structure complete in all respects including fixing of cross-arms, ladder, step bolts, guard rail and all other monopole accessories as well as complete tightening of all nuts & bolts. This shall also include the cost of hiring of cranes, hydra and any other machinery to be used in erection process along with making necessary site preparations like levelling, compacting of soil etc. for placing of cranes and other required after machineries. Further, included is the cost of tack welding of check nuts after completion of Monopole erection work and removing of surplus mulb, scrap, muck etc. upto 50m lead and 1.5m lift as per directions of Engineer-In-Charge. |
| 155 | 400 kV D/C Tension Pole PD (30-60 Deg) /DE(0-15 Deg) 38 M BXA - Quad ACSR bersimius conductor -WZ 5 |
| 156 | 400 KV DC Tension pole PB (2-15D)23M BXA - Quad ACSR bersimius conductor -WZ 5 |
| 157 | Installation of Earthing of Towers( Pipe Type) |
| 158 | Installation of shieldwire Earthing incl. PG Clamps, Downlead clamps but excl. Earthwire bits i.e. shield wire earthing (pipe type)shall be as additional to items i.e. earthing of towers (pipe type) |
| 159 | Installation of the following tower accessories |
| 160 | Danger Plate |
| 161 | Number Plate |
| 162 | Phase Plate (Set of three) |
| 163 | Circuit plate (Set of two) |
| 164 | Anti-Climbing Device |
| 165 | Installation of insulator strings complete with arcing horns and necessary hardware, installing and stringing of conductor including fixing of conductor accessories, installing and stringing of one earthwire/ OPGW including fixing of earth wire accessories for the line of 400kV AC Double circuit with quad conductor |
| 166 | Dismantling of existing towers |
| 167 | Destringing of existing 400kV D/C line TOTAL OF PART 2C: Erection Testing and commissioning 34004930.66 PART 2D- Foundation Work - Pile/Open |
| 168 | Boring, providing and installation of bored Cast-in-situ RCC vertical piles of specified diameter and of any length below the pile cap with M25 grade of cement concrete, excluding the cost of reinforcement steel but including the cost of boring with temporary Guide casing, bentonite solution and the length of pile to be embeded in the pile cap (length of pile for payment shall be measured from bottom of pile cap), all necessary labour, materials, plants, tools & tackles etc., complete,as necessary for proper execution of the job. (Boring in weathered rock, shell, fissured rock and soft rock excluded). |
| 169 | 1500mm diameter R.C.C.vertical bored pile upto 40 m from bottom of pile cap. |
| 170 | 1200mm diameter R.C.C.vertical bored pile upto 40 m from bottom of pile cap. |
| 171 | Extra over item 23.1 for boring including socketing, anchoring (if required) with required size,nos. & depth of Reinforcement in weathered rock, shale, fissured rock soft rock and hard rock upto a maximum depth of 5.0m. |
| 172 | Extra over item 23.2 for boring including socketing, anchoring (if required) with required size,nos. & depth of Reinforcement in weathered rock, shale, fissured rock soft rock and hard rock upto a maximum depth of 10 m. |
| 173 | Extra over item 23.2 for boring including socketing, anchoring (if required) with required size,nos. & depth of Reinforcement in weathered rock, shale, fissured rock soft rock and hard rock upto a maximum depth of 5.0m. |
| 174 | Boring, providing and installation of bored Cast-in-situ RCC vertical piles of specified diameter and of any length below the pilecap with M3 0 grade of cement concrete, excluding the cost of reinforcement steel but including the cost of boring with temporaryGuide casing, bentonite solution and the lengthof pile to be embeded in the pile cap (length of pile for payment shall be measuredfrom bottom of pile cap), all necessary labour, materials, plants, tools & tackles etc., complete, as necessary for proper executionof the job. (Boring in all types of rocks excluded) |
| 175 | 1200mm diameter R.C.C.vertical bored pile upto 50 m from bottom of pile cap |
| 176 | 900mm diameter R.C.C.vertical bored pile upto 30 m from bottom of pile cap |
| 177 | Extra rate over item 27.1 for boring including socketing,anchoring (if required) with required size,nos. & depth of Reinforcement in hard rock upto a maximum depth of 10m |
| 178 | Extra rate over item 27.1 for pile foundation in Midstreamlocation |
| 179 | Extra rate over item 27.1 for boring including socketing, anchoring (if required) with required size,nos. & depth of Reinforcement in hard rock upto a maximum depth of 10.0m for pilefoundation in Midstream location |
| 180 | Extra rate over item 27.2 for boring including socketing, anchoring (if required) with required size, nos. & depth of Reinforcement in hard rock upto a maximum depth of 10m |
| 181 | Excavation whereever required for pile cap /tie etc. (other than boring) for all depth and size, in all types of soils including disposal of excavated materials for all lifts and leads,decent etc.as directed by Engineer - In charge,together with all labour,tools tackles sheeting, sheet piling,dewatering etc. complete as required for proper execution of the job. |
| 182 | Back filling with available excavated earth for all leads and lifts in sides of foundations and other under ground facilities in horizontal layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering etc. |
| 183 | Form work for placing plain or reinforced cement concrete of any type including blockout and section at any elevation shoring, shuttering, strutting, propping, scaffolding, tieing, nailing including all labour, materials, equipments, waste for form,caulking, dismantling & removal of forms etc. complete. |
| 184 | Providing and laying in position M30 Grade reinforced cement concrete for pile caps, pedestal/chimney and tie beam(if required),excluding reinforcement steel and form work but including cement, all necessary tools and tackles,labour, materials, equipmentsfor handling,transpor-tation, batching, mixing,placing, vibrating,dewatering, curing etc.all complete as per specification and asper instruction of Engineer-In- Charge (excluding cost of concrete in piles which is included in item no.27). |
| 185 | Providing and laying in position M25 Grade concrete of specified 28 days strength for pile caps, pedestal/chimney and tie beam(if required), excluding reinforcement steel and form work but including cement, all necessary tools and tackles,labour, materials, equipments for handling,transportation, batching, mixing,placing, vibrating,dewatering etc.all complete (excludingcost of concrete in piles which is included in item no. 23). |
| 186 | Providing and laying plain cement concrete 1:1.5:3 (1cement : 1.5coarse sand: 3 graded stone aggregate 40mm nominalsize) includingcement, all necessary tools and tackles, labour, materials, equipments for handling,transportation, mixing, placing, vibrating,dewatering etc.all complete as perspecification. |
| 187 | Providing and laying plain cement concrete 1:4:8 (1cement : 4 coarse sand: 8 graded stone aggregate 40mm nominal size) including cement, all necessary tools and tackles,labour, materials, equipments for handling,transportation,mixing,placing, vibrating,dewatering etc.all complete. |
| 188 | Conducting Standard Penetration Test (SPT) at various elevations in pile bore holes in all kind of soils including all labour, materials, tools and tackles, equipments etc. required for successful completion of the job. |
| 189 | Conducting integrity test on pile using electronic control unit,hand held hammer, accelerometer, computer with required software to assess asinstalled pile characterestics including mobilisation of necessary manpower, equipments, materials etc. required successful completion of the job TOTAL OF PART 2D PILE /OPEN FOUNDATION 49824322.34 SUMMARY OF SCHEME TOTAL OF PART -2A - DESIGN 277488.88 TOTAL OF PART -2B - SUPPLY 193164954.5 TOTAL OF PART -2C - ERECTION , TESTING & COMMISSIONING 34004930.66 TOTAL OF PART -2D- PILE/OPEN FOUNDATION 49824322.34 GRAND TOTAL(PART 2A + PART 2B + PART 2C + PART 2D) 277271696.38 |
| 190 | Any other DSR item as per rate of Civil DSR 2023 |
| 191 | Any other DSR item as per rate of E&M DSR 2025 Name of work : DK/UD/COR-OF/032: Shifting/modification work of 400/220/66/33kV Overhead Lines of DTL/TPDDL including Supply, Erection, Testing & Commissioning infringing Delhi-Panipat-Karnal Namo Bharat Corridor (Ch 0000 to Ch 36200). Schedule - 4 Credit S.No Item Description Unit Qty Rate(in INR) Total Amount (In INR) |
| 192 | Galvanised Tower scrap including tower Hard ware fittings |
| 193 | ACSR conductor/zebra conductor/ Earthwire/OPGW Total of Schedule 4: Credit -9069400.0 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 25 daysSep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 26 daysTender Documents
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