Tender For Design, Supply, Installation, Testing & Commissioning For Shifting / Raising The Height Of 220Kv Transmission Lines Of Bbmb And 132Kv & 220Kv M/C Transmission Line Of Hvpnl Infringing In Rithala - Kundli Corridor Of Delhi Metro Phase - Iv
Tender Value
25.27 Crore
Estimated cost
Bid Submission
26 Nov 2026
24 days left
EMD
25.28 Lakhs
Bank guarantee accepted
Document Fee
23600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
New Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Design, Supply, Installation, Testing & Commissioning For Shifting / Raising The Height Of 220Kv Transmission Lines Of Bbmb And 132Kv & 220Kv M/C Transmission Line Of Hvpnl Infringing In Rithala - Kundli Corridor Of Delhi Metro Phase - Iv Project.
BOQ
| Sl. No. | Item Description |
| 1 | Amount of Part-A: Survey, Design & Testing of (Schedule 1, 2 & 3) |
| 2 | Amount of Part B: Soil Testing (Geotechnical Investigation with Reports) of (Schedule 1, 2 & 3) |
| 3 | Amount of Part C: Supply Items of (Schedule 1, 2 & 3) |
| 4 | Amount of Part D: Foundation Work of (Schedule 1, 2 & 3) |
| 5 | Amount of Part E: Installation, Testing & Commissioning of (Schedule 1, 2 & 3) |
| 6 | Amount of Part F: Credit against dismantled Material / Scrap of (Schedule 1, 2 & 3) Summary of Bill of Quotation (BOQ) Name of work:- Design, Supply, Installation, Testing & Commissioning for Shifting / Raising the Height of 220kV Transmission Lines of BBMB and 132kV & 220kV M/C Transmission Line of HVPNL infringing in Rithala - Kundli Corridor of Delhi Metro Phase - IV Project. Tender No.: D2EUD-06 S. No. Description Amount (₹) BBMB (Delhi Portion)Schedule - 1 BBMB (Haryana Portion)Schedule - 2 HVPNL(Haryana Portion)Schedule - 3 All Schedule (a) Amount of Part-A: Survey, Design & Testing Part - A 6444732.0 6165038.9 5890364.5 18500135.4 18500135.4 (b) Amount of Part B: Soil Testing (Geotechnical Investigation with Reports) Part - B 262610.0 206547.0 262610.0 731767.0 731767.0 (c) Amount of Part C: Supply Items Part - C 29945606.0 18093892.0 48693946.0 96733444.0 96733444.0 (d) Amount of Part D: Foundation Work Part - D 27711375.0 20299560.0 34381120.0 82392055.0 82392055.0 (e) Amount of Part E: Installation, Testing & Commissioning Part - E 7586080.0 6347516.0 9536212.0 23469808.0 23469808.0 (f) Amount of Part F: Credit against dismantled Material / Scrap Part - F 1377500.0 1246800.0 4968800.0 7593100.0 7593100.0 (g) Total amount of all the parts (A+B+C+D+E-F) G 70572903.0 49865753.9 93795452.5 214234109.4 214234109.4 (h) GST @ 18 % on total amount of all the parts H 12703122.54 8975835.7 16883181.45 38562139.69 38562139.69 (i) Total amount inclusive of GST, all other taxes & duties etc. I 83276025.54 58841589.6 110678633.95 252796249.09 (j) Total amount of all the schedules inclusive of GST, all other taxes & duties etc. J 252796249.09 Bill of Quotation (BOQ) Name of work:- Design, Supply, Installation, Testing & Commissioning for Shifting / Raising the Height of 220kV Transmission Lines of BBMB and 132kV & 220kV M/C Transmission Line of HVPNL infringing in Rithala - Kundli Corridor of Delhi Metro Phase - IV Project. Tender No.: D2EUD-06 BBMB (Delhi Portion) (Schedule-1) S. No. Item Description Unit Qunatity DEUD-02R1(- 17.85%) with 12 % GSTLOA dt 21.10.2020Initial date of completion: 29.10.2021 DEUD-04(+ 9.66%) with 12% GSTLOA dt 06.01.2020Initial date of completion: 12.01.2021 Average awarded Rate of DEUD-02R1 & DEUD-04 DSR / Budgetary Offer / Any other LAR Rate of Item W/O GST Rate of Item (w/o GST)(₹) Amount (w/o GST)(₹) Remark Reference (Placed at) BOQ ratewith GST Quoted rate and w/o GST Escalation @ 5% per year from 29.10.2021 up to 30.11.2025 Quoted & W/o GST BOQwith GST Quoted rate and w/o GST Escalation @ 5% per year from 12.01.2021 up to 30.11.2025 Quoted & W/o GST w/o GST with 18% GST w/o GST & with CPWD .973 factor LOA: DMRC/PDCV/11083/2025 Dtd: 29.05.2025 w/o GST Awarded rate of D2EUD-02w/o GST Part - A: SURVEY, DESIGN & TESTING |
| 7 | Check Survey |
| 8 | Designing of 220kV D/C Steel Monopole Structure as per approved profile & as per directions of Engineer-In-charge and conforming to latest applicable Indian/International Standard and submission of its design duly approved by Indian Institute of Technology (IIT) & Utility Owning agencies. The necessary Liasoning for approval shall be done by contractor. |
| 9 | Full scale \\"Non destructive type testing\\" of monopole in CPRI or any other third party Govt. accredited laboratory in consulation with Engineer-Incharge. This shall also include transportation, loading, unloading of monopole and other associated works and submission of test reports. |
| 10 | Designing of Foundation of Monopole Structure considering all possible mechanical loadings on the Monopole Structure under extreme conditions as per directions of Engineer-In-charge and obtaining the approval of the Foundation Design from Indian Institute of Technology (IIT) and submission of the same to DMRC & Liasioning with the Utility owning agency for approval. |
| 11 | Vertical load testing of Single pile upto 50 tonne Safe capacity in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & directions of Engineer in-charge. (a) Initial test (Test Load 2.5 times the Safe capacity) per test 1.0 0.0 0.0 0.0 41795.0 41795.0 41795.0 41795.0 The rate derived from item no. 44(a) in B3 of contract D2EUD-02. CP-330 (b) Routine test (Test Load 1.5 times the Safe capacity) per test 1.0 0.0 0.0 0.0 14981.0 14981.0 14981.0 14981.0 The rate derived from item no. 44(b) in B3 of contract D2EUD-02. CP-330 |
| 12 | Vertical load testing of Single pile above 50 tonne and upto 100 tonne Safe capacity in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & directions of Engineer in-charge. (a) Initial test (Test Load 2.5 times the Safe capacity) per test 1.0 0.0 0.0 0.0 46681.0 46681.0 46681.0 46681.0 The rate derived from item no. 45(a) in B3 of contract D2EUD-02. CP-330 (b) Routine test (Test Load 1.5 times the Safe capacity) per test 1.0 0.0 0.0 0.0 24751.0 24751.0 24751.0 24751.0 The rate derived from item no. 45(b) in B3 of contract D2EUD-02. CP-330 |
| 13 | Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile (a) Upto 50 tonne capacity pile per test 1.0 0.0 0.0 0.0 14981.0 14981.0 14981.0 14981.0 The rate derived from item no. 46(a) in B3 of contract D2EUD-02. CP-330 (b) Above 50 tonne and upto 100 tonne capacity pile per test 1.0 0.0 0.0 0.0 25077.0 25077.0 25077.0 25077.0 The rate derived from item no. 46(b) in B3 of contract D2EUD-02. CP-330 |
| 14 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. Total of Part - A: Survey, Design & Testing 6444732.0 Part - B: Soil Testing (Geotechnical Investigation with Reports) |
| 15 | Mobilisation of drilling equipment and all associated in situ testing equipment including core boxes (rigs at a time) |
| 16 | Drilling of boreholes in all types of strata from existing ground level and soil (a) GL-10m Mtr. 70.0 0.0 0.0 0.0 0.0 440.03 440.03 440.0 30800.0 Rate is derived from item no. 2(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) 10-20m Mtr. 70.0 0.0 0.0 0.0 0.0 544.8 544.8 544.0 38080.0 Rate is derived from item no. 2(b) of Part-B of the vetted estimate of 220kV. CP-369 (c) More than 20 m 9.0 0.0 0.0 0.0 0.0 629.01 629.01 629.0 5661.0 Rate is derived from item no. 2(c) of Part-B of the vetted estimate of 220kV. CP-369 |
| 17 | Drilling in rock required cutting by diamond bits/cutters (a) Weathered rock Mtr. 4.0 0.0 0.0 0.0 0.0 5049.08 5049.08 5049.0 20196.0 Rate is derived from item no. 3(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) Hard rock Mtr. 4.0 0.0 0.0 0.0 0.0 7261.42 7261.42 7261.0 29044.0 Rate is derived from item no. 3(b) of Part-B of the vetted estimate of 220kV. CP-369 |
| 18 | Carry out SPT Test |
| 19 | Collect disturbed samples |
| 20 | Collect undisturbed samples |
| 21 | Conduct Permeability tests (a) In over burden soil Nos.. 8.0 0.0 0.0 0.0 0.0 2151.32 2151.32 2151.0 17208.0 Rate is derived from item no. 7(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) In rock with packers Nos.. 2.0 0.0 0.0 0.0 0.0 5353.28 5353.28 5353.0 10706.0 Rate is derived from item no. 7(b) of Part-B of the vetted estimate of 220kV. CP-369 |
| 22 | Collect water samples |
| 23 | Laboratry Test on soil samples (a) Sieve Analysis Nos.. 100.0 0.0 0.0 0.0 0.0 49.25 49.25 49.0 4900.0 Rate is derived from item no. 9(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) Hydrometer Analysis Nos.. 100.0 0.0 0.0 0.0 0.0 87.55 87.55 87.0 8700.0 Rate is derived from item no. 9(b) of Part-B of the vetted estimate of 220kV. CP-369 (c) Specific gravity Nos.. 50.0 0.0 0.0 0.0 0.0 53.6 53.6 53.0 2650.0 Rate is derived from item no. 9(c) of Part-B of the vetted estimate of 220kV. CP-369 (d) Moisture content Nos.. 50.0 0.0 0.0 0.0 0.0 29.53 29.53 29.0 1450.0 Rate is derived from item no. 9(d) of Part-B of the vetted estimate of 220kV. CP-369 (e) Dry density Nos.. 50.0 0.0 0.0 0.0 0.0 44.7 44.7 44.0 2200.0 Rate is derived from item no. 9(e) of Part-B of the vetted estimate of 220kV. CP-369 (f) Atterberg limits Nos.. 100.0 0.0 0.0 0.0 0.0 157.44 157.44 157.0 15700.0 Rate is derived from item no. 9(f) of Part-B of the vetted estimate of 220kV. CP-369 (g) Consolidation test Nos.. 15.0 0.0 0.0 0.0 0.0 452.3 452.3 452.0 6780.0 Rate is derived from item no. 9(g) of Part-B of the vetted estimate of 220kV. CP-369 |
| 24 | Traiaxial Shear Test (a) Undrained unconsolidated Nos.. 30.0 0.0 0.0 0.0 0.0 182.35 182.35 182.0 5460.0 Rate is derived from item no. 10(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) Consolidated undrained with pore pressure movement Nos.. 1.0 0.0 0.0 0.0 0.0 181.0 181.0 181.0 181.0 Rate is derived from item no. 10(b) of Part-B of the vetted estimate of 220kV. CP-369 |
| 25 | Direct shear tests |
| 26 | Chemical Analysis (a) Soil Nos.. 8.0 0.0 0.0 0.0 0.0 440.27 440.27 440.0 3520.0 Rate is derived from item no. 12(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) water Nos.. 8.0 0.0 0.0 0.0 0.0 440.27 440.27 440.0 3520.0 Rate is derived from item no. 12(b) of Part-B of the vetted estimate of 220kV. CP-369 |
| 27 | Testing of Rock samples (a) Density test Nos.. 2.0 0.0 0.0 0.0 0.0 175.04 175.04 175.0 350.0 Rate is derived from item no. 1 3(a) of Part-B of the vetted estimate of 220kV. CP-368 (b) Water absorption and porosity Nos.. 2.0 0.0 0.0 0.0 0.0 175.04 175.04 175.0 350.0 Rate is derived from item no. 1 3(b) of Part-B of the vetted estimate of 220kV. CP-368 (c) Determination of hardness Nos.. 2.0 0.0 0.0 0.0 0.0 144.24 144.24 144.0 288.0 Rate is derived from item no. 1 3(c) of Part-B of the vetted estimate of 220kV. CP-368 (d) Unconfined compression test Nos.. 2.0 0.0 0.0 0.0 0.0 433.61 433.61 433.0 866.0 Rate is derived from item no. 1 3(d) of Part-B of the vetted estimate of 220kV. CP-368 (e) Carry out point load index Nos.. 2.0 0.0 0.0 0.0 0.0 544.78 544.78 544.0 1088.0 Rate is derived from item no. 1 3(e) of Part-B of the vetted estimate of 220kV. CP-368 (f) Modulus of elasticity Nos.. 2.0 0.0 0.0 0.0 0.0 642.0 642.0 642.0 1284.0 Rate is derived from item no. 1 3(f) of Part-B of the vetted estimate of 220kV. CP-368 (g) Abrasion testing Nos.. 2.0 0.0 0.0 0.0 0.0 544.8 544.8 544.0 1088.0 Rate is derived from item no. 1 3(g) of Part-B of the vetted estimate of 220kV. CP-368 Total of Part - B: Soil Testing (Geotechnical Investigation) 262610.0 Part - C: Supply Items |
| 28 | Supply of 220kV S/C, D/C & M/C Galvanized Steel Monopole Structures along with all associated accessories such as cross-arms, Pilot arm, Anchor Bolts, Anchor Plate, Template, Nuts & Bolts, ladder, fall arrester etc. as per approved design of IIT & Utility owning agencies. |
| 29 | Supply of Hot Dipped Galvanised Steel (High Tensile) super structures for towers similar HVPNL design or equivalent design already approved by any Govt. electrical utility agency as required to meet desired electrical clearances from DMRC network / system at site. a Hot Dipped Galvanised (High Tensile) Steel MT 7.0 102925.0 102925.0 98247.0 687729.0 The rate derived from item no. 1(b) in B1 of contract D2EUD-02. CP-332 b Hot Dipped Galvanised Mild Steel MT 13.0 99475.0 99475.0 94990.0 1234870.0 The rate derived from item no. 1(a) in B1 of contract D2EUD-02. CP-332 |
| 30 | Supply of Hot Dipped Galvanised Steel Stub (High Tensile) for the tower. |
| 31 | Supply of Hot Dipped Galvanised steel Nuts & Bolts (High tensile) with washers of various sizes for the towers & stub. |
| 32 | Supply of Template for Lattice Towers of the various types & Extensions. |
| 33 | Supply of ACSR Goat Conductor as per latest version of IS: 398 Part-2 or other equivalent Indian / International Standard. |
| 34 | Supply of ACSR Zebra Conductor as per latest version of IS: 398 Part-2 or other equivalent Indian / International Standard. |
| 35 | Supply of ACSR Moose Conductor as per latest version of IS: 398 Part-2 or other equivalent Indian / International Standard. |
| 36 | Supply of Single tension hardware fitting (compression type) with corona ring, arching horn, D shackles, jumper cone & york plate etc and complete in all respect. a ACSR Goat Conductor Nos. 54.0 0.0 0.0 0.0 0.0 0.0 2261.0 2261.0 2261.0 122094.0 The rate derived from item no. 6 in B1 of contract D2EUD-02. CP-332 b ACSR Zebra Conductor Nos. 3.0 7941.16 5824.7 1189.21 7013.91 7941.16 7775.25 1879.02 9654.27 8334.09 0.0 8334.09 8334.0 25002.0 Rate is derived from item no. 8 of Part C of the vetted estimate of 220kV. CP-367 c ACSR Moose Conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 10062.5 10062.5 10062.0 30186.0 Rate derived through rate analysis no. 10/2 CP - 283 |
| 37 | Supply of Double tension hardware fitting (compression type) with corona ring, arching horn, D shackles, jumper cone & york plate etc and complete in all respect. a ACSR Goat Conductor Nos. 27.0 0.0 0.0 0.0 0.0 0.0 2443.75 2443.75 2443.0 65961.0 Rate derived through rate analysis no. 09/1 & 14 CP - 258 b ACSR Zebra Conductor Nos. 3.0 12272.7 9001.81 1837.87 10839.68 12272.7 12016.29 2903.94 14920.23 12879.96 0.0 12879.96 12880.0 38640.0 Rate is derived from item no. 9 of Part C of the vetted estimate of 220kV. CP-367 c ACSR Moose Conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 20125.0 20125.0 20125.0 60375.0 Rate derived through rate analysis no. 10/3 CP - 283 |
| 38 | Supply of Composite Polymeric Insulator 132 kV/160 kN |
| 39 | Supply of Composite Polymeric Insulator 132 kV/90 kN |
| 40 | Supply of Composite Polymeric Insulator 220 kV/160 kN |
| 41 | Supply of Composite Polymeric Insulator 220 kV/90 kN |
| 42 | Supply of single suspension clamp (hardware fitting) with arching horn, D shackles with armour rod & york plate etc and complete in all respect. a ACSR Goat conductor Nos. 12.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1897.5 1897.5 1897.0 22764.0 Rate derived through rate analysis no. 09/2 & 5 CP - 258 b ACSR Zebra conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2587.5 2587.5 2587.0 7761.0 Rate derived through rate analysis no. 09/3 & 6 CP - 258 c ACSR Moose conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2932.5 2932.5 2932.0 8796.0 Rate derived through rate analysis no. 09/4 & 7 CP - 258 |
| 43 | Supply of armour rod for installation of vibration damper and suspension clamp/string, complete in all respect a ACSR Goat conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 805.0 805.0 805.0 0.0 Rate derived through rate analysis no. 09/5 CP - 258 b ACSR Zebra conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1150.0 1150.0 1150.0 0.0 Rate derived through rate analysis no. 09/6 CP - 258 c ACSR Moose conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1380.0 1380.0 1380.0 0.0 Rate derived through rate analysis no. 09/7 CP - 258 |
| 44 | Supply of Vibration damper with armour rod and complete in all respect. a ACSR Goat conductor Nos. 60.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 829.78 829.78 829.0 49740.0 The rate derived from item no. 11 in B1 of contract D2EUD-02. CP - 332 b ACSR Zebra conductor Nos. 3.0 1283.99 941.78 192.28 1134.06 1283.99 1257.16 303.81 1560.97 1347.52 1347.52 1347.0 4041.0 Rate is derived from item no. 14 of Part C of the vetted estimate of 220kV. CP - 367 c ACSR Moose conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2633.3 2633.3 2633.0 7899.0 Rate derived through rate analysis no. 09/10 & 7 CP - 258 |
| 45 | Supply of PG clamp, complete in all respect a ACSR Goat conductor Nos. 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 690.0 690.0 690.0 4140.0 Rate derived through rate analysis no. 09/11 CP - 258 b ACSR Zebra conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 862.5 862.5 862.0 0.0 Rate derived through rate analysis no. 09/12 CP - 258 c ACSR Moose conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 920.0 920.0 920.0 0.0 Rate derived through rate analysis no. 09/13 CP - 258 |
| 46 | Supply of jumper cone for jumpering, complete in all respect a ACSR Goat conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 431.25 431.25 431.0 0.0 Rate derived through rate analysis no. 09/14 CP - 258 b ACSR Zebra conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 632.5 632.5 632.0 0.0 Rate derived through rate analysis no. 09/15 CP - 257 c ACSR Moose conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 690.0 690.0 690.0 0.0 Rate derived through rate analysis no. 09/16 CP - 257 |
| 47 | Supply of Earth Wire as per HVPNL specifications. |
| 48 | Supply of OPGW (24 core) as per HVPNL specifications. |
| 49 | Supply of OPGW (48 core) as per HVPNL specifications. |
| 50 | Supply of OPGW Tension Assembly |
| 51 | Supply of Downlead Clamp Assembly for OPGW |
| 52 | Supply of Joint Box for OPGW 24 / 48 Fibres. |
| 53 | Supply of Vibration Damper for OPGW / Earth Wire along with all accessories. |
| 54 | Supply of Earth wire tension assembly |
| 55 | Supply of Earth Bond |
| 56 | Supply of Number Plate |
| 57 | Supply of Danger Plate |
| 58 | Supply of Circuit Plate (1 set = each circuit) |
| 59 | Supply of Phase Plate (1 set = 3 Plates of RYB Colour) Total of Part - C: Supply Items 29945606.0 Part - D: FOUNDATION WORK |
| 60 | Boring of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement & Concrete but including the cost of boring with polymer solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads.Note: (length of pile for payment shall be measured up to bottom of pile cap) (a) 750 mm Mtr. 600.0 0.0 0.0 0.0 2880.99 2880.99 2881.0 1728600.0 Rate is derived from item no. 1(a) of Part D of the vetted estimate of 220kV. CP-365 (b) 1000 mm Mtr. 20.0 0.0 0.0 0.0 4469.86 4469.86 4469.0 89380.0 Rate is derived from item no. 1(b) of Part D of the vetted estimate of 220kV. CP-365 (c) 1200 mm Mtr. 20.0 0.0 0.0 0.0 5080.85 5080.85 5080.0 101600.0 Rate is derived from item no. 1(c) of Part D of the vetted estimate of 220kV. CP-365 (d) 1500 mm Mtr. 20.0 0.0 0.0 0.0 22052.32 22052.32 22052.0 441040.0 Rate is derived from item no. 1(d) of Part D of the vetted estimate of 220kV. CP-365 (e) 3000 mm Mtr. 20.0 0.0 0.0 0.0 31755.34 31755.34 31755.0 635100.0 Rate is derived from item no. 1(e) of Part D of the vetted estimate of 220kV. CP-365 (f) 3500 mm Mtr. 30.0 0.0 0.0 0.0 43222.55 43222.55 43222.0 1296660.0 Rate is derived from item no. 1(f) of Part D of the vetted estimate of 220kV. CP-365 |
| 61 | Extra for providing bulbs, for under reaming of piles as per approved drawing for 750 mm dia to 3500 mm dia pile |
| 62 | Providing of TMT reinforcement steel of Fe-500D Grade, from approved list of supplier, straightening, cutting, bending, tieing, lap/butt welding placing with cover blocks including binding with GI binding wire 18 SWG, in all structural heights and depth, complete as per drawings, specification and directions of Engineer. The scope of work will also include application of one coat of cement slurry inhibitor solution as per manufracture's instruction or as approved by the Engineer-in-charge. |
| 63 | Providing and laying in position ready mixed plain cement concrete of M-10 grade, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-In-Charge. |
| 64 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, chipping of pile, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. |
| 65 | Providing and laying in position ready mixed M-35 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, chipping of pile, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. |
| 66 | Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means including getting out and disposal of excavated earth lead upto 50 m, as directed by Engineer-in-charge. |
| 67 | Back-filling with the available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 68 | Demolishing cement concrete manually/by mechanical means including disposal of materail within 50 metres lead as per the direction of Engineer-in-charge.Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 69 | Demolishing RCC work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge |
| 70 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead & upto 10kM, for all leads including all lifts involved. |
| 71 | Centering and shuttering including strutting, propping etc. and removal of form work and finishing for Foundations, footings, bases for columns as per directions of Engineer-In-charge. |
| 72 | Centering and shuttering including strutting, propping etc. and removal of form work and finishing for Pedestals, footings, bases for Circular work as per directions of Engineer-In-charge. |
| 73 | Supplying, stacking & spreading 6mm thick Red bajri, watering and rolling complete including preparation of the surface and rolling with Road roller / Hand roller. |
| 74 | Making bajri path including preparation of subgrade, supplying & laying brick aggregate of 50mm nominal size 7.5 cm deep with blinding material consisting of 12mm moorum and 12mm red bajri consolidated with road roller. |
| 75 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 ( 1 cement and 4 coarse sand). |
| 76 | Plastering |
| 77 | De-watering of pits (a) By Manual Hr. 200.0 103.13 75.64 15.44 91.08 103.13 100.98 24.4 125.38 108.23 0.0 108.23 83.0 16600.0 Rate is derived from item no. 54(a) of Part B3 of contract D2EUD-02. CP-330 (b) By Mechanical Pump minimum 5 H.P. Motor Hr. 100.0 334.15 245.09 50.04 295.13 334.15 327.17 79.07 406.24 350.69 0.0 350.69 270.0 27000.0 Rate is derived from item no. 54(b) of Part B3 of contract D2EUD-02. CP-330 |
| 78 | Supply & Fixing of 2.0 Meter high temporary barricade and Making arrangement for traffic diversion such as traffic signals during construction at site, for day and night as per site requirements. During construction of foundation / other activities requiring traffic diversion, this arrangement has to be maintained till completion of such activities. Local shifting of barricading along with all associated accessories at a particular location may be required during execution and may require for traffic management. Nothing shall be paid extra for this local shifting. |
| 79 | Dismantling and re-erecting the above barricading and other arrangements at new location as per instruction of Engineer. |
| 80 | Providing, Fixing & Maintaining Traffic Cones & caution tape etc. as per site requirements. |
| 81 | Hiring & running of Hydraulic Excavator (3D) for specific work as per direction of Engineer In charge |
| 82 | Hiring & running of Crane 20 tonne capacity for specific work as per direction of Engineer In charge |
| 83 | Hiring & running of Crane upto 80 tonne capacity for lowering the reinforcement cage in 3000 mm & 3500 mm dia Pile bore. Total of Part - D: Foundation Work 27711375.0 Part - E: INSTALLATION, TESTING & COMMISSIONING |
| 84 | Setting of Monopole's Anchor Bolts & Template |
| 85 | 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 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. (a) 220kV D/C Tension Type Monopole Structure of height upto 45Mtrs. (top/peak to bottom) suitable to hold Zebra/Moose/Goat Conductor for a normal span of 250 Mtrs (for multi circuit and single or any combination of conductors). Nos. 1.0 650000.0 476763.39 97339.19 574102.58 650000.0 636419.64 153801.41 790221.05 682161.82 0.0 682161.82 682161.0 682161.0 Rate is derived from item no. 2(a) of Part E of vetted estimate of 220kV. CP-363 (b) 220kV D/C Tension Type Monopole Structure of height from 45Mtr.s. to 60Mtr.s. (top/peak to bottom) suitable to hold Zebra Conductor for a normal span of 250 Mtrs (for multi circuit and single or any combination of conductors). Nos. 3.0 800000.0 586785.71 119802.08 706587.79 800000.0 783285.71 189294.05 972579.76 839583.78 0.0 839583.78 839583.0 2518749.0 Rate is derived from item no. 2(b) of Part E of vetted estimate of 220kV. CP-363 (c) 220kV 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 Mtrs (for multi circuit and single or any combination of conductors). Nos. 1.0 900000.0 660133.93 134777.34 794911.27 900000.0 881196.43 212955.8 1094152.23 944531.75 0.0 944531.75 944531.0 944531.0 Rate is derived from item no. 2(c) of Part E of vetted estimate of 220kV. CP-363 |
| 86 | Dismanteling of Existing Monopole Structure upto 30 Mtr. BXA complete in all respects including removing of cross-arms, ladder, step bolts, guard rail and all other monopole accessories as well as complete loosening of all nuts & bolts. This shall also include the cost of hiring of cranes, hydra and any other machinery to be used in dismantling process along with making necessary site preparations like levelling, compacting of soil etc. for placing of cranes and other required machineries. Further, shifting of dismantled monopole is included within 1km as per directions of Engineer-In-Charge. |
| 87 | Erection of Lattice Tower, Stubs, Template & Nut bolts (Structural steel i.e Angles, Channels etc) with or without connecting plate, including hoisting, fixing in position, tack welding upto as required section. |
| 88 | Stringing, Testing & Commissioning of ACSR Goat / Zebra / Moose & HTLS Drake / OPGW Conductor including hoisting of insulators, fixing of hardware fittings, jumpering (jumper cone, typo paddle clamp & PG clamp) etc. and fixing of vibration dampers. |
| 89 | Stringing, Testing & Commissioning of Earth Wire (Ground Wire) including fixing of hardware fittings, jumpering, earth bond etc. and fixing of vibration dampers |
| 90 | Making, Testing & Commissioning of OPGW Joint Box |
| 91 | Fixing of following accessories (a) Number Plate Nos. 7.0 83.54 61.28 12.51 73.79 83.54 81.79 19.77 101.56 87.68 0.0 87.68 87.0 609.0 Rate is derived from item no. 8(a) of Part E of vetted estimate of 220kV. CP-363 (b) Ciruit Plate Set 14.0 83.54 61.28 12.51 73.79 83.54 81.79 19.77 101.56 87.68 0.0 87.68 87.0 1218.0 Rate is derived from item no. 8(b) of Part E of vetted estimate of 220kV. CP-363 (c) Danger Plate Nos. 14.0 83.54 61.28 12.51 73.79 83.54 81.79 19.77 101.56 87.68 0.0 87.68 87.0 1218.0 Rate is derived from item no. 8(c) of Part E of vetted estimate of 220kV. CP-363 (d) Phase Plate (1 set = 3 Plate of RYB Colour) Set 14.0 167.07 122.54 25.02 147.56 167.07 163.58 39.53 203.11 175.34 0.0 175.34 175.0 2450.0 Rate is derived from item no. 8(d) of Part E of vetted estimate of 220kV. CP-363 |
| 92 | Supply & fixing of Galvanised Steel Barbed Wire on Monopole / Tower for making anti-climbing arrangement |
| 93 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories with charcoal/ coke, salt & GI Flat (50x6) as required as per IS: 3043 with latest revision thereof. |
| 94 | Making of cut-point section of existing span per circuit running on suspension towers and termination on newly erected tower / monopole structure including cutting of existing conductors, fixing of hardware fittings, insulators & other accessories etc. complete in all respects. |
| 95 | Cutting of Stub (Set of 4 Nos..) of Existing Towers and submitting to designated place as per directions of Engineer In-charge. |
| 96 | Dismantling of towers & conductors including Hardware Fittings, Insulators & other accessories. (a) Tower steel super structure MT 25.0 7100.64 5208.19 1063.34 6271.53 0.0 0.0 6271.53 0.0 6271.53 6271.0 156775.0 Rate is derived from item no. 13(a) of Part E of vetted estimate of 220kV. CP-362 (b) Conductor including earthwire, OPGW along with hardware fittings & insulators. Mtr. 6000.0 75.19 55.15 11.26 66.41 0.0 0.0 66.41 0.0 66.41 66.0 396000.0 Rate is derived from item no. 13(b) of Part E of vetted estimate of 220kV. CP-362 |
| 97 | Transportation of released / dismantled material in full body truck including loading, unloading & stacking the same to a designated store / place (within Delhi NCR) as per directions of Engineer-Incharge. |
| 98 | Supply, Fixing & Painting of wire mesh fencing around Monopole / Gantry Structure as per approved design, specifications, site requirements and directions of Engineer. |
| 99 | providing round the clock security guard without gun for watch & ward of Government premises and its all belongings by deploying neatly dressed security guards in 8 hour's shift including necessary T&P like torch, lathi and uniform etc. complete as per the direction of Engineer-in-charge, (One job means 8 hour's duty). In case of theft/pilferage, the cost of missing items shall be recovered from the contractor. Total of Part E: Installation, Testing & Commissioning 7586080.0 Part - F : Credit against dismantled Material / Scrap |
| 100 | Galvanised Tower / Iron / Steel Scrap |
| 101 | ACSR Zebra Conductor Scrap |
| 102 | ACSR Moose Conductor Scrap |
| 103 | ACSR GOAT Conductor Scrap Total of Part - F: Credit against dismantled Material / Scrap 1377500.0 Total of Part - A: Survey, Design & Testing 6444732.0 Total of Part - B: Soil Testing (Geotechnical Investigation) 262610.0 Total of Part - C: Supply Items 29945606.0 Total of Part - D: Foundation Work 27711375.0 Total of Part E: Installation, Testing & Commissioning 7586080.0 Total of Part - F: Credit against dismantled Material / Scrap 1377500.0 Grand Total of all parts (A+B+C+D+E-F) 70572903.0 Bill of Quotation (BOQ) Name of work:- Design, Supply, Installation, Testing & Commissioning for Shifting / Raising the Height of 220kV Transmission Lines of BBMB and 132kV & 220kV M/C Transmission Line of HVPNL infringing in Rithala - Kundli Corridor of Delhi Metro Phase - IV Project. Tender No.: D2EUD-06 BBMB (Haryana Portion) (Schedule-2) S. No. Item Description Unit Qunatity DEUD-02R1(- 17.85%) with 12 % GSTLOA dt 21.10.2020Initial date of completion: 29.10.2021 DEUD-04(+ 9.66%) with 12% GSTLOA dt 06.01.2020Initial date of completion: 12.01.2021 Average awarded Rate of DEUD-02R1 & DEUD-04 DSR / Budgetary Offer / Any other LAR Rate of Item W/O GST Rate of Item (w/o GST)(₹) Amount (w/o GST)(₹) Remark Reference (Placed at) BOQ ratewith GST Quoted rate and w/o GST Escalation @ 5% per year from 29.10.2021 up to 30.11.2025 Quoted & W/o GST BOQwith GST Quoted rate and w/o GST Escalation @ 5% per year from 12.01.2021 up to 30.11.2025 Quoted & W/o GST w/o GST with 18% GST w/o GST & with CPWD .973 factor LOA: DMRC/PDCV/11083/2025 Dtd: 29.05.2025 w/o GST Awarded rate of D2EUD-02w/o GST Part - A: SURVEY, DESIGN & TESTING |
| 104 | Check Survey |
| 105 | Designing of 220kV D/C Steel Monopole Structure as per approved profile & as per directions of Engineer-In-charge and conforming to latest applicable Indian/International Standard and submission of its design duly approved by Indian Institute of Technology (IIT) & Utility Owning agencies. The necessary Liasoning for approval shall be done by contractor. |
| 106 | Full scale \\"Non destructive type testing\\" of monopole in CPRI or any other third party Govt. accredited laboratory in consulation with Engineer-Incharge. This shall also include transportation, loading, unloading of monopole and other associated works and submission of test reports. |
| 107 | Designing of Foundation of Monopole Structure considering all possible mechanical loadings on the Monopole Structure under extreme conditions as per directions of Engineer-In-charge and obtaining the approval of the Foundation Design from Indian Institute of Technology (IIT) and submission of the same to DMRC & Liasioning with the Utility owning agency for approval. |
| 108 | Vertical load testing of Single pile upto 50 tonne Safe capacity in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & directions of Engineer in-charge. (a) Initial test (Test Load 2.5 times the Safe capacity) per test 1.0 0.0 0.0 0.0 41795.0 41795.0 41795.0 41795.0 The rate derived from item no. 44(a) in B3 of contract D2EUD-02. CP-330 (b) Routine test (Test Load 1.5 times the Safe capacity) per test 1.0 0.0 0.0 0.0 14981.0 14981.0 14981.0 14981.0 The rate derived from item no. 44(b) in B3 of contract D2EUD-02. CP-330 |
| 109 | Vertical load testing of Single pile above 50 tonne and upto 100 tonne Safe capacity in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & directions of Engineer in-charge. (a) Initial test (Test Load 2.5 times the Safe capacity) per test 1.0 0.0 0.0 0.0 46681.0 46681.0 46681.0 46681.0 The rate derived from item no. 45(a) in B3 of contract D2EUD-02. CP-330 (b) Routine test (Test Load 1.5 times the Safe capacity) per test 1.0 0.0 0.0 0.0 24751.0 24751.0 24751.0 24751.0 The rate derived from item no. 45(b) in B3 of contract D2EUD-02. CP-330 |
| 110 | Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile (a) Upto 50 tonne capacity pile per test 1.0 0.0 0.0 0.0 14981.0 14981.0 14981.0 14981.0 The rate derived from item no. 46(a) in B3 of contract D2EUD-02. CP-330 (b) Above 50 tonne and upto 100 tonne capacity pile per test 1.0 0.0 0.0 0.0 25077.0 25077.0 25077.0 25077.0 The rate derived from item no. 46(b) in B3 of contract D2EUD-02. CP-330 |
| 111 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. Total of Part - A: Survey, Design & Testing 6165038.9 Part - B: Soil Testing (Geotechnical Investigation with Reports) |
| 112 | Mobilisation of drilling equipment and all associated in situ testing equipment including core boxes (rigs at a time) |
| 113 | Drilling of boreholes in all types of strata from existing ground level and soil (a) GL-10m Mtr. 60.0 0.0 0.0 0.0 0.0 440.03 440.03 440.0 26400.0 Rate is derived from item no. 2(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) 10-20m Mtr. 60.0 0.0 0.0 0.0 0.0 544.8 544.8 544.0 32640.0 Rate is derived from item no. 2(b) of Part-B of the vetted estimate of 220kV. CP-369 (c) More than 20 m 7.0 0.0 0.0 0.0 0.0 629.01 629.01 629.0 4403.0 Rate is derived from item no. 2(c) of Part-B of the vetted estimate of 220kV. CP-369 |
| 114 | Drilling in rock required cutting by diamond bits/cutters (a) Weathered rock Mtr. 3.0 0.0 0.0 0.0 0.0 5049.08 5049.08 5049.0 15147.0 Rate is derived from item no. 3(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) Hard rock Mtr. 3.0 0.0 0.0 0.0 0.0 7261.42 7261.42 7261.0 21783.0 Rate is derived from item no. 3(b) of Part-B of the vetted estimate of 220kV. CP-369 |
| 115 | Carry out SPT Test |
| 116 | Collect disturbed samples |
| 117 | Collect undisturbed samples |
| 118 | Conduct Permeability tests (a) In over burden soil Nos.. 6.0 0.0 0.0 0.0 0.0 2151.32 2151.32 2151.0 12906.0 Rate is derived from item no. 7(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) In rock with packers Nos.. 1.0 0.0 0.0 0.0 0.0 5353.28 5353.28 5353.0 5353.0 Rate is derived from item no. 7(b) of Part-B of the vetted estimate of 220kV. CP-369 |
| 119 | Collect water samples |
| 120 | Laboratry Test on soil samples (a) Sieve Analysis Nos.. 80.0 0.0 0.0 0.0 0.0 49.25 49.25 49.0 3920.0 Rate is derived from item no. 9(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) Hydrometer Analysis Nos.. 80.0 0.0 0.0 0.0 0.0 87.55 87.55 87.0 6960.0 Rate is derived from item no. 9(b) of Part-B of the vetted estimate of 220kV. CP-369 (c) Specific gravity Nos.. 40.0 0.0 0.0 0.0 0.0 53.6 53.6 53.0 2120.0 Rate is derived from item no. 9(c) of Part-B of the vetted estimate of 220kV. CP-369 (d) Moisture content Nos.. 40.0 0.0 0.0 0.0 0.0 29.53 29.53 29.0 1160.0 Rate is derived from item no. 9(d) of Part-B of the vetted estimate of 220kV. CP-369 (e) Dry density Nos.. 40.0 0.0 0.0 0.0 0.0 44.7 44.7 44.0 1760.0 Rate is derived from item no. 9(e) of Part-B of the vetted estimate of 220kV. CP-369 (f) Atterberg limits Nos.. 80.0 0.0 0.0 0.0 0.0 157.44 157.44 157.0 12560.0 Rate is derived from item no. 9(f) of Part-B of the vetted estimate of 220kV. CP-369 (g) Consolidation test Nos.. 10.0 0.0 0.0 0.0 0.0 452.3 452.3 452.0 4520.0 Rate is derived from item no. 9(g) of Part-B of the vetted estimate of 220kV. CP-369 |
| 121 | Traiaxial Shear Test (a) Undrained unconsolidated Nos.. 20.0 0.0 0.0 0.0 0.0 182.35 182.35 182.0 3640.0 Rate is derived from item no. 10(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) Consolidated undrained with pore pressure movement Nos.. 1.0 0.0 0.0 0.0 0.0 181.0 181.0 181.0 181.0 Rate is derived from item no. 10(b) of Part-B of the vetted estimate of 220kV. CP-369 |
| 122 | Direct shear tests |
| 123 | Chemical Analysis (a) Soil Nos.. 6.0 0.0 0.0 0.0 0.0 440.27 440.27 440.0 2640.0 Rate is derived from item no. 12(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) water Nos.. 6.0 0.0 0.0 0.0 0.0 440.27 440.27 440.0 2640.0 Rate is derived from item no. 12(b) of Part-B of the vetted estimate of 220kV. CP-369 |
| 124 | Testing of Rock samples (a) Density test Nos.. 2.0 0.0 0.0 0.0 0.0 175.04 175.04 175.0 350.0 Rate is derived from item no. 1 3(a) of Part-B of the vetted estimate of 220kV. CP-368 (b) Water absorption and porosity Nos.. 2.0 0.0 0.0 0.0 0.0 175.04 175.04 175.0 350.0 Rate is derived from item no. 1 3(b) of Part-B of the vetted estimate of 220kV. CP-368 (c) Determination of hardness Nos.. 2.0 0.0 0.0 0.0 0.0 144.24 144.24 144.0 288.0 Rate is derived from item no. 1 3(c) of Part-B of the vetted estimate of 220kV. CP-368 (d) Unconfined compression test Nos.. 2.0 0.0 0.0 0.0 0.0 433.61 433.61 433.0 866.0 Rate is derived from item no. 1 3(d) of Part-B of the vetted estimate of 220kV. CP-368 (e) Carry out point load index Nos.. 2.0 0.0 0.0 0.0 0.0 544.78 544.78 544.0 1088.0 Rate is derived from item no. 1 3(e) of Part-B of the vetted estimate of 220kV. CP-368 (f) Modulus of elasticity Nos.. 2.0 0.0 0.0 0.0 0.0 642.0 642.0 642.0 1284.0 Rate is derived from item no. 1 3(f) of Part-B of the vetted estimate of 220kV. CP-368 (g) Abrasion testing Nos.. 2.0 0.0 0.0 0.0 0.0 544.8 544.8 544.0 1088.0 Rate is derived from item no. 1 3(g) of Part-B of the vetted estimate of 220kV. CP-368 Total of Part - B: Soil Testing (Geotechnical Investigation) 206547.0 Part - C: Supply Items |
| 125 | Supply of 220kV S/C, D/C & M/C Galvanized Steel Monopole Structures along with all associated accessories such as cross-arms, Pilot arm, Anchor Bolts, Anchor Plate, Template, Nuts & Bolts, ladder, fall arrester etc. as per approved design of IIT & Utility owning agencies. |
| 126 | Supply of Hot Dipped Galvanised Steel (High Tensile) super structures for towers similar HVPNL design or equivalent design already approved by any Govt. electrical utility agency as required to meet desired electrical clearances from DMRC network / system at site. a Hot Dipped Galvanised (High Tensile) Steel MT 8.0 102925.0 102925.0 98247.0 785976.0 The rate derived from item no. 1(b) in B1 of contract D2EUD-02. CP-332 b Hot Dipped Galvanised Mild Steel MT 15.0 99475.0 99475.0 94990.0 1424850.0 The rate derived from item no. 1(a) in B1 of contract D2EUD-02. CP-332 |
| 127 | Supply of Hot Dipped Galvanised Steel Stub (High Tensile) for the tower. |
| 128 | Supply of Hot Dipped Galvanised steel Nuts & Bolts (High tensile) with washers of various sizes for the towers & stub. |
| 129 | Supply of Template for Lattice Towers of the various types & Extensions. |
| 130 | Supply of ACSR Goat Conductor as per latest version of IS: 398 Part-2 or other equivalent Indian / International Standard. |
| 131 | Supply of ACSR Zebra Conductor as per latest version of IS: 398 Part-2 or other equivalent Indian / International Standard. |
| 132 | Supply of ACSR Moose Conductor as per latest version of IS: 398 Part-2 or other equivalent Indian / International Standard. |
| 133 | Supply of Single tension hardware fitting (compression type) with corona ring, arching horn, D shackles, jumper cone & york plate etc and complete in all respect. a ACSR Goat Conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 2261.0 2261.0 2261.0 6783.0 The rate derived from item no. 6 in B1 of contract D2EUD-02. CP-332 b ACSR Zebra Conductor Nos. 30.0 7941.16 5824.7 1189.21 7013.91 7941.16 7775.25 1879.02 9654.27 8334.09 0.0 8334.09 8334.0 250020.0 Rate is derived from item no. 8 of Part C of the vetted estimate of 220kV. CP-367 c ACSR Moose Conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 10062.5 10062.5 10062.0 30186.0 Rate derived through rate analysis no. 10/2 CP - 283 |
| 134 | Supply of Double tension hardware fitting (compression type) with corona ring, arching horn, D shackles, jumper cone & york plate etc and complete in all respect. a ACSR Goat Conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 2443.75 2443.75 2443.0 7329.0 Rate derived through rate analysis no. 09/1 & 14 CP - 258 b ACSR Zebra Conductor Nos. 9.0 12272.7 9001.81 1837.87 10839.68 12272.7 12016.29 2903.94 14920.23 12879.96 0.0 12879.96 12880.0 115920.0 Rate is derived from item no. 9 of Part C of the vetted estimate of 220kV. CP-367 c ACSR Moose Conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 20125.0 20125.0 20125.0 60375.0 Rate derived through rate analysis no. 10/3 CP - 283 |
| 135 | Supply of Composite Polymeric Insulator 132 kV/160 kN |
| 136 | Supply of Composite Polymeric Insulator 132 kV/90 kN |
| 137 | Supply of Composite Polymeric Insulator 220 kV/160 kN |
| 138 | Supply of Composite Polymeric Insulator 220 kV/90 kN |
| 139 | Supply of single suspension clamp (hardware fitting) with arching horn, D shackles with armour rod & york plate etc and complete in all respect. a ACSR Goat conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1897.5 1897.5 1897.0 5691.0 Rate derived through rate analysis no. 09/2 & 5 CP - 258 b ACSR Zebra conductor Nos. 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2587.5 2587.5 2587.0 15522.0 Rate derived through rate analysis no. 09/3 & 6 CP - 258 c ACSR Moose conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2932.5 2932.5 2932.0 8796.0 Rate derived through rate analysis no. 09/4 & 7 CP - 258 |
| 140 | Supply of armour rod for installation of vibration damper and suspension clamp/string, complete in all respect a ACSR Goat conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 805.0 805.0 805.0 0.0 Rate derived through rate analysis no. 09/5 CP - 258 b ACSR Zebra conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1150.0 1150.0 1150.0 0.0 Rate derived through rate analysis no. 09/6 CP - 258 c ACSR Moose conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1380.0 1380.0 1380.0 0.0 Rate derived through rate analysis no. 09/7 CP - 258 |
| 141 | Supply of Vibration damper with armour rod and complete in all respect. a ACSR Goat conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 829.78 829.78 829.0 2487.0 The rate derived from item no. 11 in B1 of contract D2EUD-02. CP - 332 b ACSR Zebra conductor Nos. 39.0 1283.99 941.78 192.28 1134.06 1283.99 1257.16 303.81 1560.97 1347.52 1347.52 1347.0 52533.0 Rate is derived from item no. 14 of Part C of the vetted estimate of 220kV. CP - 367 c ACSR Moose conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2633.3 2633.3 2633.0 7899.0 Rate derived through rate analysis no. 09/10 & 7 CP - 258 |
| 142 | Supply of PG clamp, complete in all respect a ACSR Goat conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 690.0 690.0 690.0 2070.0 Rate derived through rate analysis no. 09/11 CP - 258 b ACSR Zebra conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 862.5 862.5 862.0 0.0 Rate derived through rate analysis no. 09/12 CP - 258 c ACSR Moose conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 920.0 920.0 920.0 0.0 Rate derived through rate analysis no. 09/13 CP - 258 |
| 143 | Supply of jumper cone for jumpering, complete in all respect a ACSR Goat conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 431.25 431.25 431.0 0.0 Rate derived through rate analysis no. 09/14 CP - 258 b ACSR Zebra conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 632.5 632.5 632.0 0.0 Rate derived through rate analysis no. 09/15 CP - 257 c ACSR Moose conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 690.0 690.0 690.0 0.0 Rate derived through rate analysis no. 09/16 CP - 257 |
| 144 | Supply of Earth Wire as per HVPNL specifications. |
| 145 | Supply of OPGW (24 core) as per HVPNL specifications. |
| 146 | Supply of OPGW (48 core) as per HVPNL specifications. |
| 147 | Supply of OPGW Tension Assembly |
| 148 | Supply of Downlead Clamp Assembly for OPGW |
| 149 | Supply of Joint Box for OPGW 24 / 48 Fibres. |
| 150 | Supply of Vibration Damper for OPGW / Earth Wire along with all accessories. |
| 151 | Supply of Earth wire tension assembly |
| 152 | Supply of Earth Bond |
| 153 | Supply of Number Plate |
| 154 | Supply of Danger Plate |
| 155 | Supply of Circuit Plate (1 set = each circuit) |
| 156 | Supply of Phase Plate (1 set = 3 Plates of RYB Colour) Total of Part - C: Supply Items 18093892.0 Part - D: FOUNDATION WORK |
| 157 | Boring of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement & Concrete but including the cost of boring with polymer solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads.Note: (length of pile for payment shall be measured up to bottom of pile cap) (a) 750 mm Mtr. 500.0 0.0 0.0 0.0 2880.99 2880.99 2881.0 1440500.0 Rate is derived from item no. 1(a) of Part D of the vetted estimate of 220kV. CP-365 (b) 1000 mm Mtr. 20.0 0.0 0.0 0.0 4469.86 4469.86 4469.0 89380.0 Rate is derived from item no. 1(b) of Part D of the vetted estimate of 220kV. CP-365 (c) 1200 mm Mtr. 20.0 0.0 0.0 0.0 5080.85 5080.85 5080.0 101600.0 Rate is derived from item no. 1(c) of Part D of the vetted estimate of 220kV. CP-365 (d) 1500 mm Mtr. 20.0 0.0 0.0 0.0 22052.32 22052.32 22052.0 441040.0 Rate is derived from item no. 1(d) of Part D of the vetted estimate of 220kV. CP-365 (e) 3000 mm Mtr. 15.0 0.0 0.0 0.0 31755.34 31755.34 31755.0 476325.0 Rate is derived from item no. 1(e) of Part D of the vetted estimate of 220kV. CP-365 (f) 3500 mm Mtr. 15.0 0.0 0.0 0.0 43222.55 43222.55 43222.0 648330.0 Rate is derived from item no. 1(f) of Part D of the vetted estimate of 220kV. CP-365 |
| 158 | Extra for providing bulbs, for under reaming of piles as per approved drawing for 750 mm dia to 3500 mm dia pile |
| 159 | Providing of TMT reinforcement steel of Fe-500D Grade, from approved list of supplier, straightening, cutting, bending, tieing, lap/butt welding placing with cover blocks including binding with GI binding wire 18 SWG, in all structural heights and depth, complete as per drawings, specification and directions of Engineer. The scope of work will also include application of one coat of cement slurry inhibitor solution as per manufracture's instruction or as approved by the Engineer-in-charge. |
| 160 | Providing and laying in position ready mixed plain cement concrete of M-10 grade, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-In-Charge. |
| 161 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, chipping of pile, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. |
| 162 | Providing and laying in position ready mixed M-35 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, chipping of pile, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. |
| 163 | Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means including getting out and disposal of excavated earth lead upto 50 m, as directed by Engineer-in-charge. |
| 164 | Back-filling with the available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 165 | Demolishing cement concrete manually/by mechanical means including disposal of materail within 50 metres lead as per the direction of Engineer-in-charge.Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 166 | Demolishing RCC work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge |
| 167 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead & upto 10kM, for all leads including all lifts involved. |
| 168 | Centering and shuttering including strutting, propping etc. and removal of form work and finishing for Foundations, footings, bases for columns as per directions of Engineer-In-charge. |
| 169 | Centering and shuttering including strutting, propping etc. and removal of form work and finishing for Pedestals, footings, bases for Circular work as per directions of Engineer-In-charge. |
| 170 | Supplying, stacking & spreading 6mm thick Red bajri, watering and rolling complete including preparation of the surface and rolling with Road roller / Hand roller. |
| 171 | Making bajri path including preparation of subgrade, supplying & laying brick aggregate of 50mm nominal size 7.5 cm deep with blinding material consisting of 12mm moorum and 12mm red bajri consolidated with road roller. |
| 172 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 ( 1 cement and 4 coarse sand). |
| 173 | Plastering |
| 174 | De-watering of pits (a) By Manual Hr. 200.0 103.13 75.64 15.44 91.08 103.13 100.98 24.4 125.38 108.23 0.0 108.23 83.0 16600.0 Rate is derived from item no. 54(a) of Part B3 of contract D2EUD-02. CP-330 (b) By Mechanical Pump minimum 5 H.P. Motor Hr. 75.0 334.15 245.09 50.04 295.13 334.15 327.17 79.07 406.24 350.69 0.0 350.69 270.0 20250.0 Rate is derived from item no. 54(b) of Part B3 of contract D2EUD-02. CP-330 |
| 175 | Supply & Fixing of 2.0 Meter high temporary barricade and Making arrangement for traffic diversion such as traffic signals during construction at site, for day and night as per site requirements. During construction of foundation / other activities requiring traffic diversion, this arrangement has to be maintained till completion of such activities. Local shifting of barricading along with all associated accessories at a particular location may be required during execution and may require for traffic management. Nothing shall be paid extra for this local shifting. |
| 176 | Dismantling and re-erecting the above barricading and other arrangements at new location as per instruction of Engineer. |
| 177 | Providing, Fixing & Maintaining Traffic Cones & caution tape etc. as per site requirements. |
| 178 | Hiring & running of Hydraulic Excavator (3D) for specific work as per direction of Engineer In charge |
| 179 | Hiring & running of Crane 20 tonne capacity for specific work as per direction of Engineer In charge |
| 180 | Hiring & running of Crane upto 80 tonne capacity for lowering the reinforcement cage in 3000 mm & 3500 mm dia Pile bore. Total of Part - D: Foundation Work 20299560.0 Part - E: INSTALLATION, TESTING & COMMISSIONING |
| 181 | Setting of Monopole's Anchor Bolts & Template |
| 182 | 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 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. (a) 220kV D/C Tension Type Monopole Structure of height upto 45Mtrs. (top/peak to bottom) suitable to hold Zebra/Moose/Goat Conductor for a normal span of 250 Mtrs (for multi circuit and single or any combination of conductors). Nos. 1.0 650000.0 476763.39 97339.19 574102.58 650000.0 636419.64 153801.41 790221.05 682161.82 0.0 682161.82 682161.0 682161.0 Rate is derived from item no. 2(a) of Part E of vetted estimate of 220kV. CP-363 (b) 220kV D/C Tension Type Monopole Structure of height from 45Mtr.s. to 60Mtr.s. (top/peak to bottom) suitable to hold Zebra Conductor for a normal span of 250 Mtrs (for multi circuit and single or any combination of conductors). Nos. 2.0 800000.0 586785.71 119802.08 706587.79 800000.0 783285.71 189294.05 972579.76 839583.78 0.0 839583.78 839583.0 1679166.0 Rate is derived from item no. 2(b) of Part E of vetted estimate of 220kV. CP-363 (c) 220kV 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 Mtrs (for multi circuit and single or any combination of conductors). Nos. 1.0 900000.0 660133.93 134777.34 794911.27 900000.0 881196.43 212955.8 1094152.23 944531.75 0.0 944531.75 944531.0 944531.0 Rate is derived from item no. 2(c) of Part E of vetted estimate of 220kV. CP-363 |
| 183 | Dismanteling of Existing Monopole Structure upto 30 Mtr. BXA complete in all respects including removing of cross-arms, ladder, step bolts, guard rail and all other monopole accessories as well as complete loosening of all nuts & bolts. This shall also include the cost of hiring of cranes, hydra and any other machinery to be used in dismantling process along with making necessary site preparations like levelling, compacting of soil etc. for placing of cranes and other required machineries. Further, shifting of dismantled monopole is included within 1km as per directions of Engineer-In-Charge. |
| 184 | Erection of Lattice Tower, Stubs, Template & Nut bolts (Structural steel i.e Angles, Channels etc) with or without connecting plate, including hoisting, fixing in position, tack welding upto as required section. |
| 185 | Stringing, Testing & Commissioning of ACSR Goat / Zebra / Moose & HTLS Drake / OPGW Conductor including hoisting of insulators, fixing of hardware fittings, jumpering (jumper cone, typo paddle clamp & PG clamp) etc. and fixing of vibration dampers. |
| 186 | Stringing, Testing & Commissioning of Earth Wire (Ground Wire) including fixing of hardware fittings, jumpering, earth bond etc. and fixing of vibration dampers |
| 187 | Making, Testing & Commissioning of OPGW Joint Box |
| 188 | Fixing of following accessories (a) Number Plate Nos. 6.0 83.54 61.28 12.51 73.79 83.54 81.79 19.77 101.56 87.68 0.0 87.68 87.0 522.0 Rate is derived from item no. 8(a) of Part E of vetted estimate of 220kV. CP-363 (b) Ciruit Plate Set 6.0 83.54 61.28 12.51 73.79 83.54 81.79 19.77 101.56 87.68 0.0 87.68 87.0 522.0 Rate is derived from item no. 8(b) of Part E of vetted estimate of 220kV. CP-363 (c) Danger Plate Nos. 12.0 83.54 61.28 12.51 73.79 83.54 81.79 19.77 101.56 87.68 0.0 87.68 87.0 1044.0 Rate is derived from item no. 8(c) of Part E of vetted estimate of 220kV. CP-363 (d) Phase Plate (1 set = 3 Plate of RYB Colour) Set 6.0 167.07 122.54 25.02 147.56 167.07 163.58 39.53 203.11 175.34 0.0 175.34 175.0 1050.0 Rate is derived from item no. 8(d) of Part E of vetted estimate of 220kV. CP-363 |
| 189 | Supply & fixing of Galvanised Steel Barbed Wire on Monopole / Tower for making anti-climbing arrangement |
| 190 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories with charcoal/ coke, salt & GI Flat (50x6) as required as per IS: 3043 with latest revision thereof. |
| 191 | Making of cut-point section of existing span per circuit running on suspension towers and termination on newly erected tower / monopole structure including cutting of existing conductors, fixing of hardware fittings, insulators & other accessories etc. complete in all respects. |
| 192 | Cutting of Stub (Set of 4 Nos..) of Existing Towers and submitting to designated place as per directions of Engineer In-charge. |
| 193 | Dismantling of towers & conductors including Hardware Fittings, Insulators & other accessories. (a) Tower steel super structure MT 15.0 7100.64 5208.19 1063.34 6271.53 0.0 0.0 6271.53 0.0 6271.53 6271.0 94065.0 Rate is derived from item no. 13(a) of Part E of vetted estimate of 220kV. CP-362 (b) Conductor including earthwire, OPGW along with hardware fittings & insulators. Mtr. 4000.0 75.19 55.15 11.26 66.41 0.0 0.0 66.41 0.0 66.41 66.0 264000.0 Rate is derived from item no. 13(b) of Part E of vetted estimate of 220kV. CP-362 |
| 194 | Transportation of released / dismantled material in full body truck including loading, unloading & stacking the same to a designated store / place (within Delhi NCR) as per directions of Engineer-Incharge. |
| 195 | Supply, Fixing & Painting of wire mesh fencing around Monopole / Gantry Structure as per approved design, specifications, site requirements and directions of Engineer. |
| 196 | providing round the clock security guard without gun for watch & ward of Government premises and its all belongings by deploying neatly dressed security guards in 8 hour's shift including necessary T&P like torch, lathi and uniform etc. complete as per the direction of Engineer-in-charge, (One job means 8 hour's duty). In case of theft/pilferage, the cost of missing items shall be recovered from the contractor. Total of Part E: Installation, Testing & Commissioning 6347516.0 Part - F : Credit against dismantled Material / Scrap |
| 197 | Galvanised Tower / Iron / Steel Scrap |
| 198 | ACSR Zebra Conductor Scrap |
| 199 | ACSR Moose Conductor Scrap |
| 200 | ACSR GOAT Conductor Scrap Total of Part - F: Credit against dismantled Material / Scrap 1246800.0 Total of Part - A: Survey, Design & Testing 6165038.9 Total of Part - B: Soil Testing (Geotechnical Investigation) 206547.0 Total of Part - C: Supply Items 18093892.0 Total of Part - D: Foundation Work 20299560.0 Total of Part E: Installation, Testing & Commissioning 6347516.0 Total of Part - F: Credit against dismantled Material / Scrap 1246800.0 Grand Total of all parts (A+B+C+D+E-F) 49865753.9 Bill of Quotation (BOQ) Name of work:- Design, Supply, Installation, Testing & Commissioning for Shifting / Raising the Height of 220kV Transmission Lines of BBMB and 132kV & 220kV M/C Transmission Line of HVPNL infringing in Rithala - Kundli Corridor of Delhi Metro Phase - IV Project. Tender No.: D2EUD-06 HVPNL (Haryana Portion) (Schedule-3) S. No. Item Description Unit Qunatity DEUD-02R1(- 17.85%) with 12 % GSTLOA dt 21.10.2020Initial date of completion: 29.10.2021 DEUD-04(+ 9.66%) with 12% GSTLOA dt 06.01.2020Initial date of completion: 12.01.2021 Average awarded Rate of DEUD-02R1 & DEUD-04 DSR / Budgetary Offer / Any other LAR Rate of Item W/O GST Rate of Item (w/o GST)(₹) Amount (w/o GST)(₹) Remark Reference (Placed at) BOQ ratewith GST Quoted rate and w/o GST Escalation @ 5% per year from 29.10.2021 up to 30.11.2025 Quoted & W/o GST BOQwith GST Quoted rate and w/o GST Escalation @ 5% per year from 12.01.2021 up to 30.11.2025 Quoted & W/o GST w/o GST with 18% GST w/o GST & with CPWD .973 factor LOA: DMRC/PDCV/11083/2025 Dtd: 29.05.2025 w/o GST Awarded rate of D2EUD-02w/o GST Part - A: SURVEY, DESIGN & TESTING |
| 201 | Check Survey |
| 202 | Designing of 220kV D/C Steel Monopole Structure as per approved profile & as per directions of Engineer-In-charge and conforming to latest applicable Indian/International Standard and submission of its design duly approved by Indian Institute of Technology (IIT) & Utility Owning agencies. The necessary Liasoning for approval shall be done by contractor. |
| 203 | Full scale \\"Non destructive type testing\\" of monopole in CPRI or any other third party Govt. accredited laboratory in consulation with Engineer-Incharge. This shall also include transportation, loading, unloading of monopole and other associated works and submission of test reports. |
| 204 | Designing of Foundation of Monopole Structure considering all possible mechanical loadings on the Monopole Structure under extreme conditions as per directions of Engineer-In-charge and obtaining the approval of the Foundation Design from Indian Institute of Technology (IIT) and submission of the same to DMRC & Liasioning with the Utility owning agency for approval. |
| 205 | Vertical load testing of Single pile upto 50 tonne Safe capacity in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & directions of Engineer in-charge. (a) Initial test (Test Load 2.5 times the Safe capacity) per test 1.0 0.0 0.0 0.0 41795.0 41795.0 41795.0 41795.0 The rate derived from item no. 44(a) in B3 of contract D2EUD-02. CP-330 (b) Routine test (Test Load 1.5 times the Safe capacity) per test 1.0 0.0 0.0 0.0 14981.0 14981.0 14981.0 14981.0 The rate derived from item no. 44(b) in B3 of contract D2EUD-02. CP-330 |
| 206 | Vertical load testing of Single pile above 50 tonne and upto 100 tonne Safe capacity in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & directions of Engineer in-charge. (a) Initial test (Test Load 2.5 times the Safe capacity) per test 1.0 0.0 0.0 0.0 46681.0 46681.0 46681.0 46681.0 The rate derived from item no. 45(a) in B3 of contract D2EUD-02. CP-330 (b) Routine test (Test Load 1.5 times the Safe capacity) per test 1.0 0.0 0.0 0.0 24751.0 24751.0 24751.0 24751.0 The rate derived from item no. 45(b) in B3 of contract D2EUD-02. CP-330 |
| 207 | Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile (a) Upto 50 tonne capacity pile per test 1.0 0.0 0.0 0.0 14981.0 14981.0 14981.0 14981.0 The rate derived from item no. 46(a) in B3 of contract D2EUD-02. CP-330 (b) Above 50 tonne and upto 100 tonne capacity pile per test 1.0 0.0 0.0 0.0 25077.0 25077.0 25077.0 25077.0 The rate derived from item no. 46(b) in B3 of contract D2EUD-02. CP-330 |
| 208 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. Total of Part - A: Survey, Design & Testing 5890364.5 Part - B: Soil Testing (Geotechnical Investigation with Reports) |
| 209 | Mobilisation of drilling equipment and all associated in situ testing equipment including core boxes (rigs at a time) |
| 210 | Drilling of boreholes in all types of strata from existing ground level and soil (a) GL-10m Mtr. 70.0 0.0 0.0 0.0 0.0 440.03 440.03 440.0 30800.0 Rate is derived from item no. 2(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) 10-20m Mtr. 70.0 0.0 0.0 0.0 0.0 544.8 544.8 544.0 38080.0 Rate is derived from item no. 2(b) of Part-B of the vetted estimate of 220kV. CP-369 (c) More than 20 m 9.0 0.0 0.0 0.0 0.0 629.01 629.01 629.0 5661.0 Rate is derived from item no. 2(c) of Part-B of the vetted estimate of 220kV. CP-369 |
| 211 | Drilling in rock required cutting by diamond bits/cutters (a) Weathered rock Mtr. 4.0 0.0 0.0 0.0 0.0 5049.08 5049.08 5049.0 20196.0 Rate is derived from item no. 3(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) Hard rock Mtr. 4.0 0.0 0.0 0.0 0.0 7261.42 7261.42 7261.0 29044.0 Rate is derived from item no. 3(b) of Part-B of the vetted estimate of 220kV. CP-369 |
| 212 | Carry out SPT Test |
| 213 | Collect disturbed samples |
| 214 | Collect undisturbed samples |
| 215 | Conduct Permeability tests (a) In over burden soil Nos.. 8.0 0.0 0.0 0.0 0.0 2151.32 2151.32 2151.0 17208.0 Rate is derived from item no. 7(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) In rock with packers Nos.. 2.0 0.0 0.0 0.0 0.0 5353.28 5353.28 5353.0 10706.0 Rate is derived from item no. 7(b) of Part-B of the vetted estimate of 220kV. CP-369 |
| 216 | Collect water samples |
| 217 | Laboratry Test on soil samples (a) Sieve Analysis Nos.. 100.0 0.0 0.0 0.0 0.0 49.25 49.25 49.0 4900.0 Rate is derived from item no. 9(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) Hydrometer Analysis Nos.. 100.0 0.0 0.0 0.0 0.0 87.55 87.55 87.0 8700.0 Rate is derived from item no. 9(b) of Part-B of the vetted estimate of 220kV. CP-369 (c) Specific gravity Nos.. 50.0 0.0 0.0 0.0 0.0 53.6 53.6 53.0 2650.0 Rate is derived from item no. 9(c) of Part-B of the vetted estimate of 220kV. CP-369 (d) Moisture content Nos.. 50.0 0.0 0.0 0.0 0.0 29.53 29.53 29.0 1450.0 Rate is derived from item no. 9(d) of Part-B of the vetted estimate of 220kV. CP-369 (e) Dry density Nos.. 50.0 0.0 0.0 0.0 0.0 44.7 44.7 44.0 2200.0 Rate is derived from item no. 9(e) of Part-B of the vetted estimate of 220kV. CP-369 (f) Atterberg limits Nos.. 100.0 0.0 0.0 0.0 0.0 157.44 157.44 157.0 15700.0 Rate is derived from item no. 9(f) of Part-B of the vetted estimate of 220kV. CP-369 (g) Consolidation test Nos.. 15.0 0.0 0.0 0.0 0.0 452.3 452.3 452.0 6780.0 Rate is derived from item no. 9(g) of Part-B of the vetted estimate of 220kV. CP-369 |
| 218 | Traiaxial Shear Test (a) Undrained unconsolidated Nos.. 30.0 0.0 0.0 0.0 0.0 182.35 182.35 182.0 5460.0 Rate is derived from item no. 10(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) Consolidated undrained with pore pressure movement Nos.. 1.0 0.0 0.0 0.0 0.0 181.0 181.0 181.0 181.0 Rate is derived from item no. 10(b) of Part-B of the vetted estimate of 220kV. CP-369 |
| 219 | Direct shear tests |
| 220 | Chemical Analysis (a) Soil Nos.. 8.0 0.0 0.0 0.0 0.0 440.27 440.27 440.0 3520.0 Rate is derived from item no. 12(a) of Part-B of the vetted estimate of 220kV. CP-369 (b) water Nos.. 8.0 0.0 0.0 0.0 0.0 440.27 440.27 440.0 3520.0 Rate is derived from item no. 12(b) of Part-B of the vetted estimate of 220kV. CP-369 |
| 221 | Testing of Rock samples (a) Density test Nos.. 2.0 0.0 0.0 0.0 0.0 175.04 175.04 175.0 350.0 Rate is derived from item no. 1 3(a) of Part-B of the vetted estimate of 220kV. CP-368 (b) Water absorption and porosity Nos.. 2.0 0.0 0.0 0.0 0.0 175.04 175.04 175.0 350.0 Rate is derived from item no. 1 3(b) of Part-B of the vetted estimate of 220kV. CP-368 (c) Determination of hardness Nos.. 2.0 0.0 0.0 0.0 0.0 144.24 144.24 144.0 288.0 Rate is derived from item no. 1 3(c) of Part-B of the vetted estimate of 220kV. CP-368 (d) Unconfined compression test Nos.. 2.0 0.0 0.0 0.0 0.0 433.61 433.61 433.0 866.0 Rate is derived from item no. 1 3(d) of Part-B of the vetted estimate of 220kV. CP-368 (e) Carry out point load index Nos.. 2.0 0.0 0.0 0.0 0.0 544.78 544.78 544.0 1088.0 Rate is derived from item no. 1 3(e) of Part-B of the vetted estimate of 220kV. CP-368 (f) Modulus of elasticity Nos.. 2.0 0.0 0.0 0.0 0.0 642.0 642.0 642.0 1284.0 Rate is derived from item no. 1 3(f) of Part-B of the vetted estimate of 220kV. CP-368 (g) Abrasion testing Nos.. 2.0 0.0 0.0 0.0 0.0 544.8 544.8 544.0 1088.0 Rate is derived from item no. 1 3(g) of Part-B of the vetted estimate of 220kV. CP-368 Total of Part - B: Soil Testing (Geotechnical Investigation) 262610.0 Part - C: Supply Items |
| 222 | Supply of 220kV S/C, D/C & M/C Galvanized Steel Monopole Structures along with all associated accessories such as cross-arms, Pilot arm, Anchor Bolts, Anchor Plate, Template, Nuts & Bolts, ladder, fall arrester etc. as per approved design of IIT & Utility owning agencies. |
| 223 | Supply of Hot Dipped Galvanised Steel (High Tensile) super structures for towers similar HVPNL design or equivalent design already approved by any Govt. electrical utility agency as required to meet desired electrical clearances from DMRC network / system at site. a Hot Dipped Galvanised (High Tensile) Steel MT 30.0 102925.0 102925.0 98247.0 2947410.0 The rate derived from item no. 1(b) in B1 of contract D2EUD-02. CP-332 b Hot Dipped Galvanised Mild Steel MT 50.0 99475.0 99475.0 94990.0 4749500.0 The rate derived from item no. 1(a) in B1 of contract D2EUD-02. CP-332 |
| 224 | Supply of Hot Dipped Galvanised Steel Stub (High Tensile) for the tower. |
| 225 | Supply of Hot Dipped Galvanised steel Nuts & Bolts (High tensile) with washers of various sizes for the towers & stub. |
| 226 | Supply of Template for Lattice Towers of the various types & Extensions. |
| 227 | Supply of ACSR Goat Conductor as per latest version of IS: 398 Part-2 or other equivalent Indian / International Standard. |
| 228 | Supply of ACSR Zebra Conductor as per latest version of IS: 398 Part-2 or other equivalent Indian / International Standard. |
| 229 | Supply of ACSR Moose Conductor as per latest version of IS: 398 Part-2 or other equivalent Indian / International Standard. |
| 230 | Supply of Single tension hardware fitting (compression type) with corona ring, arching horn, D shackles jumper cone & york plate etc and complete in all respect. a ACSR Goat Conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 2261.0 2261.0 2261.0 6783.0 The rate derived from item no. 6 in B1 of contract D2EUD-02. CP-332 b ACSR Zebra Conductor Nos. 66.0 7941.16 5824.7 1189.21 7013.91 7941.16 7775.25 1879.02 9654.27 8334.09 0.0 8334.09 8334.0 550044.0 Rate is derived from item no. 8 of Part C of the vetted estimate of 220kV. CP-367 c ACSR Moose Conductor Nos. 66.0 0.0 0.0 0.0 0.0 0.0 10062.5 10062.5 10062.0 664092.0 Rate derived through rate analysis no. 10/2 CP - 283 |
| 231 | Supply of Double tension hardware fitting (compression type) with corona ring, arching horn, D shackles, jumper cone & york plate etc and complete in all respect. a ACSR Goat Conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 2443.75 2443.75 2443.0 7329.0 Rate derived through rate analysis no. 09/1 & 14 CP - 258 b ACSR Zebra Conductor Nos. 9.0 12272.7 9001.81 1837.87 10839.68 12272.7 12016.29 2903.94 14920.23 12879.96 0.0 12879.96 12880.0 115920.0 Rate is derived from item no. 9 of Part C of the vetted estimate of 220kV. CP-367 c ACSR Moose Conductor Nos. 9.0 0.0 0.0 0.0 0.0 0.0 20125.0 20125.0 20125.0 181125.0 Rate derived through rate analysis no. 10/3 CP - 283 |
| 232 | Supply of Composite Polymeric Insulator 132 kV/160 kN |
| 233 | Supply of Composite Polymeric Insulator 132 kV/90 kN |
| 234 | Supply of Composite Polymeric Insulator 220 kV/160 kN |
| 235 | Supply of Composite Polymeric Insulator 220 kV/90 kN |
| 236 | Supply of single suspension clamp (hardware fitting) with arching horn, D shackles with armour rod & york plate etc and complete in all respect. a ACSR Goat conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1897.5 1897.5 1897.0 5691.0 Rate derived through rate analysis no. 09/2 & 5 CP - 258 b ACSR Zebra conductor Nos. 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2587.5 2587.5 2587.0 23283.0 Rate derived through rate analysis no. 09/3 & 6 CP - 258 c ACSR Moose conductor Nos. 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2932.5 2932.5 2932.0 26388.0 Rate derived through rate analysis no. 09/4 & 7 CP - 258 |
| 237 | Supply of armour rod for installation of vibration damper and suspension clamp/string, complete in all respect a ACSR Goat conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 805.0 805.0 805.0 0.0 Rate derived through rate analysis no. 09/5 CP - 258 b ACSR Zebra conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1150.0 1150.0 1150.0 0.0 Rate derived through rate analysis no. 09/6 CP - 258 c ACSR Moose conductor Nos. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1380.0 1380.0 1380.0 0.0 Rate derived through rate analysis no. 09/7 CP - 258 |
| 238 | Supply of Vibration damper with armour rod and complete in all respect. a ACSR Goat conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 829.78 829.78 829.0 2487.0 The rate derived from item no. 11 in B1 of contract D2EUD-02. CP - 332 b ACSR Zebra conductor Nos. 90.0 1283.99 941.78 192.28 1134.06 1283.99 1257.16 303.81 1560.97 1347.52 1347.52 1347.0 121230.0 Rate is derived from item no. 14 of Part C of the vetted estimate of 220kV. CP - 367 c ACSR Moose conductor Nos. 90.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2633.3 2633.3 2633.0 236970.0 Rate derived through rate analysis no. 09/10 & 7 CP - 258 |
| 239 | Supply of PG clamp, complete in all respect a ACSR Goat conductor Nos. 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 690.0 690.0 690.0 2070.0 Rate derived through rate analysis no. 09/11 CP - 258 |
| 240 | Supply of Earth Wire as per HVPNL specifications. |
| 241 | Supply of OPGW (24 core) as per HVPNL specifications. |
| 242 | Supply of OPGW (48 core) as per HVPNL specifications. |
| 243 | Supply of OPGW Tension Assembly |
| 244 | Supply of Downlead Clamp Assembly for OPGW |
| 245 | Supply of Joint Box for OPGW 24 / 48 Fibres. |
| 246 | Supply of Vibration Damper for OPGW / Earth Wire along with all accessories. |
| 247 | Supply of Earth wire tension assembly |
| 248 | Supply of Earth Bond |
| 249 | Supply of Number Plate |
| 250 | Supply of Danger Plate |
| 251 | Supply of Circuit Plate (1 set = each circuit) |
| 252 | Supply of Phase Plate (1 set = 3 Plates of RYB Colour) Total of Part - C: Supply Items 48693946.0 Part - D: FOUNDATION WORK |
| 253 | Boring of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement & Concrete but including the cost of boring with polymer solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads.Note: (length of pile for payment shall be measured up to bottom of pile cap) (a) 750 mm Mtr. 600.0 0.0 0.0 0.0 2880.99 2880.99 2881.0 1728600.0 Rate is derived from item no. 1(a) of Part D of the vetted estimate of 220kV. CP-365 (b) 1000 mm Mtr. 20.0 0.0 0.0 0.0 4469.86 4469.86 4469.0 89380.0 Rate is derived from item no. 1(b) of Part D of the vetted estimate of 220kV. CP-365 (c) 1200 mm Mtr. 20.0 0.0 0.0 0.0 5080.85 5080.85 5080.0 101600.0 Rate is derived from item no. 1(c) of Part D of the vetted estimate of 220kV. CP-365 (d) 1500 mm Mtr. 20.0 0.0 0.0 0.0 22052.32 22052.32 22052.0 441040.0 Rate is derived from item no. 1(d) of Part D of the vetted estimate of 220kV. CP-365 (e) 3000 mm Mtr. 30.0 0.0 0.0 0.0 31755.34 31755.34 31755.0 952650.0 Rate is derived from item no. 1(e) of Part D of the vetted estimate of 220kV. CP-365 (f) 3500 mm Mtr. 30.0 0.0 0.0 0.0 43222.55 43222.55 43222.0 1296660.0 Rate is derived from item no. 1(f) of Part D of the vetted estimate of 220kV. CP-365 |
| 254 | Extra for providing bulbs, for under reaming of piles as per approved drawing for 750 mm dia to 3500 mm dia pile |
| 255 | Providing of TMT reinforcement steel of Fe-500D Grade, from approved list of supplier, straightening, cutting, bending, tieing, lap/butt welding placing with cover blocks including binding with GI binding wire 18 SWG, in all structural heights and depth, complete as per drawings, specification and directions of Engineer. The scope of work will also include application of one coat of cement slurry inhibitor solution as per manufracture's instruction or as approved by the Engineer-in-charge. |
| 256 | Providing and laying in position ready mixed plain cement concrete of M-10 grade, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-In-Charge. |
| 257 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, chipping of pile, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. |
| 258 | Providing and laying in position ready mixed M-35 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, chipping of pile, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. |
| 259 | Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means including getting out and disposal of excavated earth lead upto 50 m, as directed by Engineer-in-charge. |
| 260 | Back-filling with the available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 261 | Demolishing cement concrete manually/by mechanical means including disposal of materail within 50 metres lead as per the direction of Engineer-in-charge.Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 262 | Demolishing RCC work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge |
| 263 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead & upto 10kM, for all leads including all lifts involved. |
| 264 | Centering and shuttering including strutting, propping etc. and removal of form work and finishing for Foundations, footings, bases for columns as per directions of Engineer-In-charge. |
| 265 | Centering and shuttering including strutting, propping etc. and removal of form work and finishing for Pedestals, footings, bases for Circular work as per directions of Engineer-In-charge. |
| 266 | Supplying, stacking & spreading 6mm thick Red bajri, watering and rolling complete including preparation of the surface and rolling with Road roller / Hand roller. |
| 267 | Making bajri path including preparation of subgrade, supplying & laying brick aggregate of 50mm nominal size 7.5 cm deep with blinding material consisting of 12mm moorum and 12mm red bajri consolidated with road roller. |
| 268 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 ( 1 cement and 4 coarse sand). |
| 269 | Plastering |
| 270 | De-watering of pits (a) By Manual Hr. 250.0 103.13 75.64 15.44 91.08 103.13 100.98 24.4 125.38 108.23 0.0 108.23 83.0 20750.0 Rate is derived from item no. 54(a) of Part B3 of contract D2EUD-02. CP-330 (b) By Mechanical Pump minimum 5 H.P. Motor Hr. 100.0 334.15 245.09 50.04 295.13 334.15 327.17 79.07 406.24 350.69 0.0 350.69 270.0 27000.0 Rate is derived from item no. 54(b) of Part B3 of contract D2EUD-02. CP-330 |
| 271 | Supply & Fixing of 2.0 Meter high temporary barricade and Making arrangement for traffic diversion such as traffic signals during construction at site, for day and night as per site requirements. During construction of foundation / other activities requiring traffic diversion, this arrangement has to be maintained till completion of such activities. Local shifting of barricading along with all associated accessories at a particular location may be required during execution and may require for traffic management. Nothing shall be paid extra for this local shifting. |
| 272 | Dismantling and re-erecting the above barricading and other arrangements at new location as per instruction of Engineer. |
| 273 | Providing, Fixing & Maintaining Traffic Cones & caution tape etc. as per site requirements. |
| 274 | Hiring & running of Hydraulic Excavator (3D) for specific work as per direction of Engineer In charge |
| 275 | Hiring & running of Crane 20 tonne capacity for specific work as per direction of Engineer In charge |
| 276 | Hiring & running of Crane upto 80 tonne capacity for lowering the reinforcement cage in 3000 mm & 3500 mm dia Pile bore. Total of Part - D: Foundation Work 34381120.0 Part - E: INSTALLATION, TESTING & COMMISSIONING |
| 277 | Setting of Monopole's Anchor Bolts & Template |
| 278 | 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 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. (a) 220kV D/C Tension Type Monopole Structure of height upto 45Mtrs. (top/peak to bottom) suitable to hold Zebra/Moose/Goat Conductor for a normal span of 250 Mtrs (for multi circuit and single or any combination of conductors). Nos. 1.0 650000.0 476763.39 97339.19 574102.58 650000.0 636419.64 153801.41 790221.05 682161.82 0.0 682161.82 682161.0 682161.0 Rate is derived from item no. 2(a) of Part E of vetted estimate of 220kV. CP-363 (b) 220kV D/C Tension Type Monopole Structure of height from 45Mtr.s. to 60Mtr.s. (top/peak to bottom) suitable to hold Zebra Conductor for a normal span of 250 Mtrs (for multi circuit and single or any combination of conductors). Nos. 1.0 800000.0 586785.71 119802.08 706587.79 800000.0 783285.71 189294.05 972579.76 839583.78 0.0 839583.78 839583.0 839583.0 Rate is derived from item no. 2(b) of Part E of vetted estimate of 220kV. CP-363 (c) 220kV 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 Mtrs (for multi circuit and single or any combination of conductors). Nos. 2.0 900000.0 660133.93 134777.34 794911.27 900000.0 881196.43 212955.8 1094152.23 944531.75 0.0 944531.75 944531.0 1889062.0 Rate is derived from item no. 2(c) of Part E of vetted estimate of 220kV. CP-363 |
| 279 | Dismanteling of Existing Monopole Structure upto 30 Mtr. BXA complete in all respects including removing of cross-arms, ladder, step bolts, guard rail and all other monopole accessories as well as complete loosening of all nuts & bolts. This shall also include the cost of hiring of cranes, hydra and any other machinery to be used in dismantling process along with making necessary site preparations like levelling, compacting of soil etc. for placing of cranes and other required machineries. Further, shifting of dismantled monopole is included within 1km as per directions of Engineer-In-Charge. |
| 280 | Erection of Lattice Tower, Stubs, Template & Nut bolts (Structural steel i.e Angles, Channels etc) with or without connecting plate, including hoisting, fixing in position, tack welding upto as required section. |
| 281 | Stringing, Testing & Commissioning of ACSR Goat / Zebra / Moose & HTLS Drake / OPGW Conductor including hoisting of insulators, fixing of hardware fittings, jumpering (jumper cone, typo paddle clamp & PG clamp) etc. and fixing of vibration dampers. |
| 282 | Stringing, Testing & Commissioning of Earth Wire (Ground Wire) including fixing of hardware fittings, jumpering, earth bond etc. and fixing of vibration dampers |
| 283 | Making, Testing & Commissioning of OPGW Joint Box |
| 284 | Fixing of following accessories (a) Number Plate Nos. 7.0 83.54 61.28 12.51 73.79 83.54 81.79 19.77 101.56 87.68 0.0 87.68 87.0 609.0 Rate is derived from item no. 8(a) of Part E of vetted estimate of 220kV. CP-363 (b) Ciruit Plate Set 28.0 83.54 61.28 12.51 73.79 83.54 81.79 19.77 101.56 87.68 0.0 87.68 87.0 2436.0 Rate is derived from item no. 8(b) of Part E of vetted estimate of 220kV. CP-363 (c) Danger Plate Nos. 14.0 83.54 61.28 12.51 73.79 83.54 81.79 19.77 101.56 87.68 0.0 87.68 87.0 1218.0 Rate is derived from item no. 8(c) of Part E of vetted estimate of 220kV. CP-363 (d) Phase Plate (1 set = 3 Plate of RYB Colour) Set 28.0 167.07 122.54 25.02 147.56 167.07 163.58 39.53 203.11 175.34 0.0 175.34 175.0 4900.0 Rate is derived from item no. 8(d) of Part E of vetted estimate of 220kV. CP-363 |
| 285 | Supply & fixing of Galvanised Steel Barbed Wire on Monopole / Tower for making anti-climbing arrangement |
| 286 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories with charcoal/ coke, salt & GI Flat (50x6) as required as per IS: 3043 with latest revision thereof. |
| 287 | Making of cut-point section of existing span per circuit running on suspension towers and termination on newly erected tower / monopole structure including cutting of existing conductors, fixing of hardware fittings, insulators & other accessories etc. complete in all respects. |
| 288 | Cutting of Stub (Set of 4 Nos..) of Existing Towers and submitting to designated place as per directions of Engineer In-charge. |
| 289 | Dismantling of towers & conductors including Hardware Fittings, Insulators & other accessories. (a) Tower steel super structure MT 75.0 7100.64 5208.19 1063.34 6271.53 0.0 0.0 6271.53 0.0 6271.53 6271.0 470325.0 Rate is derived from item no. 13(a) of Part E of vetted estimate of 220kV. CP-362 (b) Conductor including earthwire, OPGW along with hardware fittings & insulators. Mtr. 9000.0 75.19 55.15 11.26 66.41 0.0 0.0 66.41 0.0 66.41 66.0 594000.0 Rate is derived from item no. 13(b) of Part E of vetted estimate of 220kV. CP-362 |
| 290 | Transportation of released / dismantled material in full body truck including loading, unloading & stacking the same to a designated store / place (within Delhi NCR) as per directions of Engineer-Incharge. |
| 291 | Supply, Fixing & Painting of wire mesh fencing around Monopole / Gantry Structure as per approved design, specifications, site requirements and directions of Engineer. |
| 292 | providing round the clock security guard without gun for watch & ward of Government premises and its all belongings by deploying neatly dressed security guards in 8 hour's shift including necessary T&P like torch, lathi and uniform etc. complete as per the direction of Engineer-in-charge, (One job means 8 hour's duty). In case of theft/pilferage, the cost of missing items shall be recovered from the contractor. Total of Part E: Installation, Testing & Commissioning 9536212.0 Part - F : Credit against dismantled Material / Scrap |
| 293 | Galvanised Tower / Iron / Steel Scrap |
| 294 | ACSR Zebra Conductor Scrap |
| 295 | ACSR Moose Conductor Scrap |
| 296 | ACSR GOAT Conductor Scrap Total of Part - F: Credit against dismantled Material / Scrap 4968800.0 Total of Part - A: Survey, Design & Testing 5890364.5 Total of Part - B: Soil Testing (Geotechnical Investigation) 262610.0 Total of Part - C: Supply Items 48693946.0 Total of Part - D: Foundation Work 34381120.0 Total of Part E: Installation, Testing & Commissioning 9536212.0 Total of Part - F: Credit against dismantled Material / Scrap 4968800.0 Grand Total of all parts (A+B+C+D+E-F) 93795452.5 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 24 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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