Mains water system, pressure reducing valves
| Authority | Manx Utilities Authority |
|---|---|
| Date received | 2025-12-17 |
| Outcome | Some information sent but part exempt |
| Outcome date | 2026-01-15 |
| Case ID | 5179233 |
Summary
The request sought total procurement, installation, and maintenance costs for pressure reducing valves installed since 2018, along with the analysis justifying their use over pipe replacement. The authority disclosed aggregate procurement costs, unit counts, and estimated installation figures, but withheld specific unit prices citing commercial sensitivity.
Key Facts
- Manx Utilities ordered 28 Pressure Management Valves (PMVs) between January 2018 and December 2025.
- 25 PMVs have been installed, with 3 currently held in stock.
- The total procurement cost for the 28 valves was £59,270.
- Specific unit costs are withheld as commercially sensitive, though the average range is estimated at £800 to £1,000.
- The estimated total installation cost for the 25 valves is approximately £130,000.
Data Disclosed
- 28
- 25
- 3
- £59,270
- £800
- £1,000
- £4,000
- £130,000
- 1st January 2018
- 31st December 2025
- three and five-year cycle
Exemptions Cited
- Commercial sensitivity regarding specific unit prices under a fixed-term agreement
Original Request
Please could you provide the total cost to date of procurement of the pressure reducing valves (PRVS) that have been installed around the islands water mains system since 2018, including the budget of expected ongoing maintenance and any other future costs considered regarding these PRVS. In particular, the cost per unit (understand if this needs to be average cost if PRVS are not identical), the number of units ordered/received/installed to date and how many PRVS are currently held in inventory by Manx Utilities. In addition an estiamte of the costs incurred to date in installing these valves. Please could you confirm what analysis was undertaken by Manx Utilities when making the decision to procure and install these PRVS in order to save water through leaks and bursts, and what considerations were were given to show these funds were best served in this way instead of using the funds to repair/replace/update the unfit water mains pipes and systems to stop leaks and bursts fully.
Data Tables (7)
| Number of PMV’s Ordered | 28 |
|---|---|
| Number of PMV’s Installed | 25 |
| Number of PMV’s in Stock | 3 |
| Date Range | Repair Jobs Completed |
|---|---|
| 2017-2019 (Pre-PMV) | 43 |
| 2023-2025 (Post-PMV) | 5 |
| Date Range | Repair Jobs Completed |
|---|---|
| 2017-2019 (Pre-PMV) | 68 |
| 2023-2025 (Post-PMV) | 8 |
| Date Range | Repair Jobs Completed |
|---|---|
| 2017-2019 (Pre-PMV) | 26 |
| 2024-2025 (Post PMV) | 7 |
| PMV Name | Water Saved Annually (Litres) | Repair Reduction (No. of jobs per year) | Cost of repair reduction per year (estimate) (£) |
|---|---|---|---|
| Sydney Street PMV | 35 million | 13 | £45,500 |
| Port Erin WWM PMV | 127 million | 20 | £70,000 |
| Vicarage Road PMV | 54 million | 7 | £24,500 |
| Water Network Area | Length of water mains (m) | Area of water main trench (m2) | Approximate Price of mains replacement (£130 per m) in £ | Price of tarmac (£260 per m2 for footpath) (£280 per m2 for road) | Total Cost of mains install and tarmac (£) |
|---|---|---|---|---|---|
| Port Erin WWM | 26,000m | 23,400m2 | £3.40 million | £6.30 million | £9.7 million |
| Sydney Street | 9,750m | 8,775m2 | £1.25 million | £2.37 million | £3.62 million |
| Vicarage Road | 41,052m | 36,946m2 | £4.80 million | £8.62 million | £13.42 million |
| PMA PERFORMANCE - BEFORE | PMA PERFORMANCE - AFTER | COST BENEFIT ANALYSIS - 10 YR DESIGN LIFE | **only phase can be edited without password** | ||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Scheme Name | REPORT | Investment / Offsite Works Required | NEW PRV | CONTROL LER | OTHER BENEFITS | Closest Valve Asset ID | DMA(s) | X | Y | PMA Mains Length (km) | EXISTING D/S CONTROL PRESSURE | AZNP | HTD | AVERAGE BURST FREQUENCY | BURST FREQUENCY (Burst/100km/Yr) | PROPOSED D/S CONTROL PRESSURE | AZNP After | HTD | % Reduction Burst Frequency | BURST FREQUENCY (Burst/100km/Yr) | Est. BURST REDUCTION / yr | Est. Reduction m3/day | WATER SAVING £ | BURST SAVING £ | TOTAL SAVING £ | SCHEME COST £ | COST BENEFIT VIABLE? | Suggested Schemes for Implementation | Sum1 |
| CLANNAUGH RD PMV | COMPLETE | NEW PMV & FLOW MODULATED CONTROLLER | YES | YES | - | 1030010079 | DMA 424 - CLANNAUGH ROAD SULBY | 238006 | 494407 | 19.95 | n/a | 87.3 | 23.1 | 8.8 | 43.9 | FLOW MOD | 29.9 | 24.2 | 80% | 8.710 | 7.027 | 156 | £ 2 8,470.00 | £ 3 5,136.84 | £ 6 3,606.84 | #N/A | #N/A | PHASE 1 | PHASE 1_NEW PMV & FLOW MODULATED CONTROLLER |
| PORT ERIN WASTE PMV | COMPLETE | NEW PMV – FIXED OUTLET CONTROL | YES | - | - | 1010078495 | DMA 445 - PORT ERIN Waste | 220569 | 468861 | 14.64 | n/a | 87.6 | 21.9 | 8.8 | 60.3 | 45 | 45.5 | 23.8 | 76% | 14.658 | 6.677 | 142 | £ 2 5,909.91 | £ 3 3,386.03 | £ 5 9,295.94 | #N/A | #N/A | PHASE 1 | PHASE 1_NEW PMV – FIXED OUTLET CONTROL |
| CASTLETOWN PMV (FIXED) | COMPLETE | OPTIMISATION OF EXISTING PMV | - | - | - | 1050000070 | DMA 423 - CASTLETOWN | 225562 | 468351 | 18.76 | 52 | 53.4 | 23.1 | 5.9 | 31.7 | 28.5 | 29.5 | 23.5 | 64% | 11.367 | 3.809 | 135 | £ 2 4,705.37 | £ 1 9,043.25 | £ 4 3,748.62 | #N/A | #N/A | PHASE 1 | PHASE 1_OPTIMISATION OF EXISTING PMV |
| PORT ERIN PMV | COMPLETE | NEW PMV & FLOW MODULATED CONTROLLER | YES | YES | - | 1030007036 | DMA 471 - PORT ERIN | 223107 | 470066 | 14.75 | n/a | 83.7 | 22.6 | 3.2 | 21.9 | FLOW MOD | 60.2 | 25.1 | 42% | 12.715 | 1.359 | 103 | £ 1 8,765.55 | £ 6 ,796.76 | £ 2 5,562.30 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV & FLOW MODULATED CONTROLLER |
| SYDNEY STREET PMV | COMPLETE | NEW PMV – FIXED OUTLET CONTROL | YES | - | - | 1030003556 | DMA 458 - SYDNEY STREET | 237837 | 476173 | 5.53 | n/a | 74.5 | 22.8 | 2.9 | 52.0 | 21 | 29.7 | 23.8 | 81% | 10.073 | 2.318 | 90 | £ 1 6,410.10 | £ 1 1,588.32 | £ 2 7,998.42 | #N/A | #N/A | PHASE 1 | PHASE 1_NEW PMV – FIXED OUTLET CONTROL |
| BALLACALLIN PMV | COMPLETE | NEW PMV & FLOW MODULATED CONTROLLER | YES | YES | - | 1010113795 | DMA 410 - BALLACALLIN | 224223 | 481736 | 33.23 | n/a | 58.0 | 22.2 | 12.4 | 37.2 | FLOW MOD | 43.3 | 24.3 | 47% | 19.722 | 5.799 | 81 | £ 1 4,867.44 | £ 2 8,995.84 | £ 4 3,863.27 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV & FLOW MODULATED CONTROLLER |
| PORT St MARY PMV | COMPLETE | NEW PMV & FLOW MODULATED CONTROLLER | YES | YES | - | 1010073953 | DMA 473 - PORT ST MARY | 220876 | 469169 | 9.23 | n/a | 91.8 | 21.9 | 5.8 | 62.5 | FLOW MOD | 43.9 | 24.1 | 79% | 13.261 | 4.541 | 80 | £ 1 4,537.45 | £ 2 2,703.25 | £ 3 7,240.70 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV & FLOW MODULATED CONTROLLER |
| RAMSEY BAKERY PMV (NORTH) | COMPLETE | NEW PMV & FLOW MODULATED CONTROLLER | YES | YES | - | 1050000237 | DMA 448 - RAMSEY | 244802 | 494601 | 17.78 | n/a | 56.0 | 23.3 | 8.2 | 46.3 | FLOW MOD | 32.7 | 24.0 | 68% | 15.002 | 5.567 | 70 | £ 1 2,806.22 | £ 2 7,836.91 | £ 4 0,643.13 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV & FLOW MODULATED CONTROLLER |
| ROSEMOUNT PMV | COMPLETE | NEW PMV & FLOW MODULATED CONTROLLER | YES | YES | - | 1030003631 | DMA 447 - ROSEMOUNT No 16 | 237824 | 476057 | 7.18 | n/a | 66.4 | 20.9 | 4.0 | 55.7 | FLOW MOD | 33.5 | 24.0 | 76% | 13.480 | 3.032 | 70 | £ 1 2,705.43 | £ 1 5,161.44 | £ 2 7,866.87 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV & FLOW MODULATED CONTROLLER |
| CHURCH RD NO7 PMV | COMPLETE | NEW PMV & FLOW MODULATED CONTROLLER | YES | YES | - | 1030006153 | DMA 422 - Church Rd No.7 | 238226 | 476012 | 5.50 | n/a | 59.8 | 23.5 | 2.2 | 40.0 | FLOW MOD | 41.1 | 24.0 | 55% | 17.904 | 1.215 | 66 | £ 1 2,073.09 | £ 6 ,074.15 | £ 1 8,147.24 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV & FLOW MODULATED CONTROLLER |
| KARIN SULBY TM PMV | COMPLETE | NEW PMV & FLOW MODULATED CONTROLLER | YES | YES | - | 1030018036 | KAREN SULBY WESTERN TM DMA 413 - BALLA | UG2H38075 | 493768 | 15.17 | n/a | 75.9 | 22.9 | 5.1 | 33.4 | FLOW MOD | 43.0 | 24.5 | 64% | 11.976 | 3.245 | 64 | £ 1 1,676.45 | £ 1 6,227.38 | £ 2 7,903.82 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV & FLOW MODULATED CONTROLLER |
| VICARAGE ROAD PMV | COMPLETE | NEW PMV & FLOW MODULATED CONTROLLER | YES | YES | - | 1030003138 | DMA 463 - VICARAGE ROAD | 235270 | 476507 | 19.19 | n/a | 64.0 | 22.7 | 4.1 | 21.5 | FLOW MOD | 46.0 | 24.3 | 42% | 12.540 | 1.719 | 53 | £ 9 ,707.89 | £ 8 ,595.10 | £ 1 8,302.99 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV & FLOW MODULATED CONTROLLER |
| RONAGUE PMV1 | OPTIMISATION OF EXISTING PMV | - | - | - | 1050000153 | DMA 446 - RONAGUE | 220685 | 470416 | 2.34 | Vented? | 125.2 | 24.0 | 1.9 | 80.6 | 20 | 46.2 | 23.9 | 86% | 10.927 | 1.633 | 53 | £ 9 ,675.37 | £ 8 ,163.59 | £ 1 7,838.97 | #N/A | #N/A | PHASE 1 | PHASE 1_OPTIMISATION OF EXISTING PMV | |
| ANDREAS PMV | COMPLETE | NEW PMV & FLOW MODULATED CONTROLLER | YES | YES | - | 1030000170 | DMA 402 - ANDREAS | 241941 | 499098 | 16.46 | n/a | 74.0 | 22.1 | 7.3 | 44.1 | FLOW MOD | 41.9 | 24.1 | 68% | 13.904 | 4.962 | 51 | £ 9 ,397.40 | £ 2 4,809.85 | £ 3 4,207.25 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV & FLOW MODULATED CONTROLLER |
| GINGER HALL PMV | COMPLETE | NEW PMV & FLOW MODULATED CONTROLLER | YES | YES | - | 1030000733 | DMA 460 - SULBY NO 8 DMA 432 - GINGER HA | LL238019 | 494409 | 19.85 | n/a | 83.0 | 22.8 | 11.4 | 57.2 | FLOW MOD | 51.0 | 24.3 | 67% | 18.784 | 7.623 | 50 | £ 9 ,202.33 | £ 3 8,117.04 | £ 4 7,319.38 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV & FLOW MODULATED CONTROLLER |
| STRAND STREET PMV | COMPLETE | NEW PMV – FIXED OUTLET CONTROL | YES | - | - | 1030006147 | DMA 457 - Strand Street | 238237 | 476006 | 3.20 | n/a | 64.5 | 23.5 | 3.6 | 112.4 | - | 21.1 | 24.5 | 90% | 10.917 | 3.250 | 42 | £ 7 ,714.94 | £ 1 6,251.85 | £ 2 3,966.79 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV – FIXED OUTLET CONTROL |
| BALLAQUAYLE RD PMV | COMPLETE | NEW PMV – FIXED OUTLET CONTROL | YES | - | - | 1030003004 | DMA 407 - BALLAQUAYLE RD 9 | 237987 | 476976 | 2.76 | n/a | 64.0 | 23.0 | 1.6 | 57.5 | 18.5 | 30.4 | 23.9 | 78% | 12.642 | 1.235 | 37 | £ 6 ,768.86 | £ 6 ,174.58 | £ 1 2,943.44 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV – FIXED OUTLET CONTROL |
| BALLAWHETSTONE PMV | COMPLETE | NEW PMV & FLOW MODULATED CONTROLLER | YES | YES | - | 1030007190 | DMA 414 - BALLAWHETSTONE | 225501 | 470074 | 15.79 | n/a | 106.5 | 22.9 | 7.4 | 46.6 | FLOW MOD | 34.5 | 23.9 | 82% | 8.574 | 5.999 | 31 | £ 5 ,676.48 | £ 2 9,993.87 | £ 3 5,670.35 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV & FLOW MODULATED CONTROLLER |
| PULROSE PMV | N/A | NEW FLOW MODULATED CONTROLLER | - | YES | - | 1050000044 | DMA 419 - PULROSE | 236951 | 475693 | 6.21 | 55 | 47.7 | 18.8 | 1.9 | 30.8 | FLOW MOD | 27.7 | 22.1 | 62% | 11.861 | 1.180 | 26 | £ 4 ,766.16 | £ 5 ,897.76 | £ 1 0,663.93 | £ 2 ,500.00 | YES | PHASE 1 | PHASE 1_NEW FLOW MODULATED CONTROLLER |
| STRANG RD PMV | COMPLETE | NEW PMV – FIXED OUTLET CONTROL | YES | - | - | 1030002419 | DMA 454 - STRANG ROAD NO.18 | 236125 | 478158 | 8.66 | n/a | 68.0 | 22.3 | 3.0 | 34.7 | - | 50.4 | 23.7 | 47% | 18.411 | 1.406 | 25 | £ 4 ,610.11 | £ 7 ,031.83 | £ 1 1,641.94 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV – FIXED OUTLET CONTROL |
| MONA DRIVE PMV | COMPLETE | NEW PMV – FIXED OUTLET CONTROL | YES | - | - | 1030005964 | DMA 441 - MONA DR. No 5 | 238512 | 477008 | 5.26 | n/a | 57.9 | 23.7 | 2.1 | 39.9 | - | 51.8 | 23.9 | 23% | 30.616 | 0.489 | 22 | £ 4 ,106.18 | £ 2 ,444.28 | £ 6 ,550.46 | #N/A | #N/A | #N/A | #N/A |
| BRADDAN PMV | COMPLETE | NEW PMV & FLOW MODULATED CONTROLLER | YES | YES | - | 1030002721 | DMA 412 - BRADDAN NO.24 | 236390 | 477447 | 12.59 | n/a | 59.2 | 22.4 | 3.3 | 26.5 | FLOW MOD | 47.8 | 24.2 | 35% | 17.324 | 1.152 | 22 | £ 4 ,065.54 | £ 5 ,758.53 | £ 9 ,824.07 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV & FLOW MODULATED CONTROLLER |
| CRONK-Y-VODDY PMV | N/A | OPTIMISATION OF EXISTING PMV | - | - | - | 1050000022 | DMA 417 - CRONK-Y-VODDY | 228628 | 486754 | 7.74 | 45 | 82.8 | 23.7 | 3.1 | 40.6 | 20 | 57.4 | 23.9 | 55% | 18.367 | 1.722 | 21 | £ 3 ,850.97 | £ 8 ,610.17 | £ 1 2,461.14 | #N/A | #N/A | PHASE 1 | PHASE 1_OPTIMISATION OF EXISTING PMV |
| ST MARKS PRM1 | COMPLETE | NEW PMV & FLOW MODULATED CONTROLLER | YES | YES | - | 1030020782 | DMA 451 - ST MARKS | 229262 | 472166 | 18.14 | n/a | 77.6 | 21.3 | 4.6 | 25.6 | FLOW MOD | 47.5 | 24.9 | 55% | 11.459 | 2.569 | 20 | £ 3 ,672.16 | £ 1 2,843.46 | £ 1 6,515.61 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV & FLOW MODULATED CONTROLLER |
| GLEN MAYE SR PMV | COMPLETE | NEW PMV & FLOW MODULATED CONTROLLER | YES | YES | - | 1030002086 | DMA 434 - GLEN MAYE | 223680 | 479849 | 4.46 | n/a | 60.8 | 23.6 | 2.4 | 54.1 | FLOW MOD | 36.9 | 24.3 | 67% | 17.744 | 1.625 | 18 | £ 3 ,288.52 | £ 8 ,122.80 | £ 1 1,411.33 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV & FLOW MODULATED CONTROLLER |
| DUKES ROAD PMV | COMPLETE | NEW PMV – FIXED OUTLET CONTROL | YES | - | - | 1030005954 | DMA 428 - DUKES ROAD 3 | 238401 | 477108 | 6.94 | n/a | 51.3 | 23.3 | 3.4 | 48.8 | FLOW MOD | 40.2 | 24.0 | 44% | 27.190 | 1.497 | 18 | £ 3 ,252.76 | £ 7 ,485.53 | £ 1 0,738.29 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV – FIXED OUTLET CONTROL |
| CIRCULAR ROAD No18 PMV | N/A | OPTIMISATION OF EXISTING PMV | - | - | - | 1050000045 | DMA 420 - CIRCULAR ROAD No18 | 237904 | 475615 | 6.28 | 30.5 | 50.1 | 23.6 | 2.6 | 42.0 | 21 | 39.1 | 24.0 | 43% | 23.743 | 1.146 | 18 | £ 3 ,234.88 | £ 5 ,732.28 | £ 8 ,967.16 | #N/A | #N/A | PHASE 1 | PHASE 1_OPTIMISATION OF EXISTING PMV |
| CRONKBANE PMV | N/A | OPTIMISATION OF EXISTING PMV | - | - | - | 1050000136 | DMA 418 - CRONKBANE | 232039 | 488385 | 3.38 | 59 | 86.8 | 24.0 | 1.7 | 49.3 | 20 | 47.5 | 24.0 | 71% | 14.124 | 1.189 | 17 | £ 3 ,072.32 | £ 5 ,946.35 | £ 9 ,018.67 | #N/A | #N/A | PHASE 1 | PHASE 1_OPTIMISATION OF EXISTING PMV |
| RAMSEY BAKERY PMV (SOUTH) | N/A | NEW FLOW MODULATED CONTROLLER | - | YES | ABANDO N BALLURE SR | 1050000237 | DMA 448 - RAMSEY | 244802 | 494601 | 24.44 | 67 | 57.0 | 21.9 | 15.0 | 61.4 | FLOW MOD | 46.5 | 25.2 | 40% | 36.588 | 6.059 | 17 | £ 3 ,056.07 | £ 3 0,295.57 | £ 3 3,351.64 | £ 2 ,500.00 | YES | PHASE 2 | PHASE 2_NEW FLOW MODULATED CONTROLLER |
| ST MARKS PMV3 | N/A | OPTIMISATION OF EXISTING PMV | - | - | - | 1050000011 | DMA 451 - ST MARKS | 229415 | 470888 | 3.06 | 28 | 49.8 | 23.7 | 2.6 | 85.4 | 20 | 40.9 | 23.9 | 41% | 50.581 | 1.066 | 11 | £ 2 ,092.10 | £ 5 ,329.62 | £ 7 ,421.73 | #N/A | #N/A | PHASE 1 | PHASE 1_OPTIMISATION OF EXISTING PMV |
| CORRANY PMV1 | N/A | OPTIMISATION OF EXISTING PMV | - | - | - | 1050000063 | DMA 467 - CORRANY | 245389 | 489196 | 5.88 | 75 | 85.7 | 24.0 | 2.9 | 49.8 | 46 | 56.4 | 24.0 | 61% | 19.344 | 1.791 | 11 | £ 1 ,923.05 | £ 8 ,956.76 | £ 1 0,879.80 | #N/A | #N/A | PHASE 1 | PHASE 1_OPTIMISATION OF EXISTING PMV |
| ST MARKS PMV2 | N/A | OPTIMISATION OF EXISTING PMV | - | - | - | 1050000155 | DMA 451 - ST MARKS | 228050 | 470372 | 0.59 | 58 | 51.7 | 23.0 | 1.0 | 168.8 | 33 | 25.1 | 24.0 | 85% | 25.627 | 0.848 | 11 | £ 1 ,921.42 | £ 4 ,240.97 | £ 6 ,162.39 | #N/A | #N/A | PHASE 1 | PHASE 1_OPTIMISATION OF EXISTING PMV |
| BALLURE PUMPED PMV1 | N/A | OPTIMISATION OF EXISTING PMV | - | - | - | 1050000085 | DMA 468 - BALLURE PUMPED | 246292 | 493060 | 0.87 | Vented? | 98.3 | 24.1 | 1.0 | 114.3 | 31 | 45.7 | 24.0 | 84% | 18.012 | 0.842 | 10 | £ 1 ,804.38 | £ 4 ,212.12 | £ 6 ,016.50 | #N/A | #N/A | PHASE 1 | PHASE 1_OPTIMISATION OF EXISTING PMV |
| CHURCH RD ONCHAN PMV | N/A | NEW PMV – FIXED OUTLET CONTROL | YES | - | - | 1010015795 | DMA 421 - CHURCH RD. ONCHAN | 239936 | 478234 | 15.27 | n/a | 46.9 | 22.5 | 3.2 | 21.0 | FLOW MOD | 35.2 | 24.1 | 38% | 13.030 | 1.210 | 9 | £ 1 ,672.71 | £ 6 ,052.29 | £ 7 ,724.99 | #N/A | #N/A | PHASE 2 | PHASE 2_NEW PMV – FIXED OUTLET CONTROL |
| BLACKBERRY LANE PMV | N/A | OPTIMISATION OF EXISTING PMV | - | - | - | 1050000236 | DMA 406 - BLACKBERRY LANE | 239397 | 477622 | 6.48 | 37 | 44.9 | 23.5 | 2.1 | 31.9 | 33 | 38.6 | 23.9 | 28% | 22.924 | 0.580 | 8 | £ 1 ,524.78 | £ 2 ,902.32 | £ 4 ,427.10 | #N/A | #N/A | PHASE 1 | PHASE 1_OPTIMISATION OF EXISTING PMV |
| GAREY NEW PMV | N/A | OPTIMISATION OF EXISTING PMV | - | - | - | 1050000003 | DMA 430 - GAREY NEW | 243120 | 495518 | 6.56 | Vented? | 63.5 | 23.2 | 2.5 | 37.5 | 27 | 24.8 | 24.0 | 76% | 9.048 | 1.868 | 4 | £ 6 61.61 | £ 9 ,341.35 | £ 1 0,002.96 | #N/A | #N/A | PHASE 1 | PHASE 1_OPTIMISATION OF EXISTING PMV |
| CORRANY PMV2 | N/A | NEW FLOW MODULATED CONTROLLER | - | YES | - | 1050000086 | DMA 467 - CORRANY | 245311 | 488643 | 3.55 | 54 | 80.8 | 24.0 | 3.2 | 90.0 | FLOW MOD | 64.2 | 24.0 | 46% | 48.663 | 1.470 | 3 | £ 4 95.80 | £ 7 ,351.18 | £ 7 ,846.98 | £ 2 ,500.00 | YES | PHASE 2 | PHASE 2_NEW FLOW MODULATED CONTROLLER |
| SANTON PMV1 | N/A | OPTIMISATION OF EXISTING PMV | - | - | - | 1050000068 | DMA 453 - SANTON | 235086 | 473691 | 4.06 | 27 | 55.4 | 22.8 | 1.3 | 32.9 | 20 | 46.8 | 24.0 | 31% | 22.687 | 0.413 | 2 | £ 2 81.22 | £ 2 ,065.14 | £ 2 ,346.36 | #N/A | #N/A | PHASE 1 | PHASE 1_OPTIMISATION OF EXISTING PMV |
| FOXDALE PMV1 | N/A | OPTIMISATION OF EXISTING PMV | - | - | - | 1050000094 | DMA 469 - FOXDALE | 228069 | 478043 | 4.87 | 81 | 59.0 | 23.7 | 3.2 | 65.3 | 74 | 51.9 | 24.0 | 28% | 46.726 | 0.907 | 1 | £ 2 17.83 | £ 4 ,532.76 | £ 4 ,750.59 | #N/A | #N/A | PHASE 1 | PHASE 1_OPTIMISATION OF EXISTING PMV |
Full Response Text
FOI 5179233 – Water Main Pressure
Request: Please could you provide the total cost to date of procurement of the pressure reducing valves (PRVS) that have been installed around the islands water mains system since 2018, including the budget of expected ongoing maintenance and any other future costs considered regarding these PRVS.
In particular, the cost per unit (understand if this needs to be average cost if PRVS are not identical), the number of units ordered/received/installed to date and how many PRVS are currently held in inventory by Manx Utilities. In addition an estimate of the costs incurred to date in installing these valves.
Please could you confirm what analysis was undertaken by Manx Utilities when making the decision to procure and install these PRVS in order to save water through leaks and bursts, and what considerations were given to show these funds were best served in this way instead of using the funds to repair/replace/update the unfit water mains pipes and systems to stop leaks and bursts fully. Introduction: Pressure management is a fundamental component of efficient water network operation, helping to reduce leakage, control burst frequency, and extend the lifespan of infrastructure. By regulating excessive pressure—particularly in areas with variable elevation or ageing assets—utilities can significantly lower daily water losses and improve overall system performance. This approach also supports environmental goals by reducing the volume of treated water lost through leaks, which in turn lowers energy use and operational costs. On the Isle of Man, pressure management is not just beneficial but essential due to the island’s steep and varied topography. High elevation differences across relatively short distances can result in extremely high pressures in low-lying areas, placing considerable stress on pipes and fittings. To mitigate this, pressure management valves (PMV’s) and control systems are widely deployed to stabilise supply, protect infrastructure, and maintain consistent service levels. Similarly, UK utilities have adopted smart pressure control technologies to optimise performance, meet regulatory leakage targets, and enhance long- term network resilience. For clarity, Manx Utilities currently refer to the valves in question as Pressure Management Valves (PMV’s/PMV) which are the same as Pressure Reducing Valves (PRV’s/PRV). Some older documentation may refer to PRV’s/PRV, please assume that this has the same meaning as PMV’s/PMV. PMV Costs since 2018: Procurement Costs for PMV’s: From 1st January 2018 until 31st December 2025 Manx Utilities ordered 28 PMV’s. The cost for procurement of those PMV’s is £59,270. Current PMV Unit costs: The specific prices for pressure management valves (PMV’s) are subject to a fixed-term agreement and are therefore commercially sensitive. As such, we are unable to disclose exact unit costs. However, to assist with your request, we can advise that the average cost for the most commonly used PMV sizes on our network typically falls within the range of £800 to £1,000 per unit. Number of PMV’s Info: Number of PMV’s Ordered 28 Number of PMV’s Installed 25 Number of PMV’s in Stock 3
Estimated Installation Costs:
Installation costs can vary significantly due to the design of the particular layout and also
unpredictable nature of ground conditions encountered during excavation and the potential
for unforeseen complications on site. We do not keep specific costings for installation as the
price varies per job. The following is an estimation and not fixed information: the cost of
installing a chamber with a pressure management valve (PMV) is estimated to be in the
region of approximately £4,000, subject to the factors outlined above.
The total estimated installation cost for all 25 installed PMV’s combined is approximately
£130,000, again there is no set figure this an estimation and this figure is subject to
variation depending on site-specific conditions. Costs could be higher if complications arise
during the works, but may also be lower if the main is shallower than anticipated or if
ground conditions and backfill materials are easier to excavate and reinstate.
Maintenance Costs:
Each PMV undergoes routine servicing on a three and five-year cycle, carried out in-house
by the maintenance team. For newly installed units, it is uncommon for any components to
require replacement during the initial service. Maintenance kits, which vary in cost from
approximately £80 to £200 depending on valve size, are typically used to replace
consumable items such as rubber components and washers. The main body and internal
components, predominantly constructed from durable ductile iron, generally exhibit minimal
wear and do not usually require replacement.
Estimated ongoing maintenance costs are approximately £200–£300 per service (every three
years) if component replacement is required. This figure excludes labour, as man-hour costs
vary depending on the specific components needing replacement for each PMV.
The maintenance team operates under a general maintenance budget that covers all
network assets, including valves, hydrants, PMV’s, and air valves. As such, there is no
dedicated budget specifically allocated for PMV maintenance.
Pressure Management Analysis:
Manx Utilities commissioned an external consultant/specialist in 2015 to assess potential
pressure management schemes and their associated benefits. The resulting report identified
areas of the network where pressure control would deliver the greatest impact in terms of
reducing water usage, minimising leakage, and alleviating stress on ageing infrastructure. It
also provided estimated savings across key metrics, including water volume, burst
frequency, and overall cost efficiency.
The report provided a strategic framework for the placement of pressure management
valves across the network, which has since guided the implementation of recent schemes. In
several cases, actual reductions in daily water volume have significantly exceeded the
report’s projections, with some installations achieving savings up to twice those originally
estimated.
Savings Case Studies:
Pressure management is recognised as a sustainable and cost-effective strategy for reducing
both water consumption and the long-term costs of maintaining the water network. The
following examples highlight recent installation schemes that have delivered significant
savings across the network. The three below schemes combined save an estimated 600 m³
(600,000 litres) per day, which is an annual saving of over 200 million litres or 80 Olympic-
sized swimming pools.
Sydney Street PMV:
The PMV was installed in 2023 below are the savings that have been seen so far since the
installation:
Water Volume Savings:
The pressure management valve (PMV) installed at Sydney Street is currently achieving an
estimated daily water saving of approximately 100 m³ (100,000 litres), representing a
reduction of around 17% in daily water volume. This equates to an annual saving of roughly
35 million litres.
Repair Jobs Completed Annually:
Date Range
Repair Jobs
Completed
2017-2019 (Pre-PMV)
43
2023-2025 (Post-PMV)
5
The years 2020-2022 have not been selected due to the impact COVID had on general
repairs being completed.
Since the PMV has been installed and fully optimised there has been an 87% reduction in
repair jobs in the area.
Port Erin Wastewater Meter (WWM) PMV:
The PMV was installed in 2022, below are the savings that have been seen so far since the
installation:
Water Volume Savings:
The pressure management valve (PMV) installed at Port Erin WWM is currently delivering
estimated daily water savings of approximately 350 m³ (350,000 litres), representing a 37%
reduction in daily water volume. This equates to an annual saving of around 127 million
litres.
Repair Jobs Completed Annually:
Date Range
Repair Jobs Completed
2017-2019 (Pre-PMV)
68
2023-2025 (Post-PMV)
8
The years 2020-2022 have not been selected due to the impact COVID had on general
repairs being completed.
Since the PMV has been installed and fully optimised there has been an 88% reduction in
repair jobs in the area.
Vicarage Road PMV:
The PMV was installed late in 2024, below are the savings that have been seen so far since
the installation:
Water Volume Savings:
The PMV installed at Vicarage Road is currently achieving estimated daily water savings of
approximately 150 m³ (150,000 litres), representing a 14% reduction in daily water volume.
This equates to an annual saving of around 54 million litres.
Repair Jobs Completed Annually:
Date Range
Repair Jobs Completed
2017-2019 (Pre-PMV)
26
2024-2025 (Post PMV)
7
The years 2020-2022 have not been selected due to the impact COVID had on general
repairs being completed.
Since the PMV has been installed and fully optimised there has been a 73% reduction in
repair jobs in the area.
PMV Burst Reduction Savings Estimate Table:
PMV Name
Water Saved
Annually
(Litres)
Repair Reduction (No. of
jobs per year)
Cost of repair
reduction per year
(estimate) (£)
Sydney Street PMV
35 million
13
£45,500
Port Erin WWM
PMV
127 million
20
£70,000
Vicarage Road PMV
54 million
7
£24,500
The table above outlines the estimated cost savings achieved through burst reductions as a
result of pressure management. It highlights the decrease in repair jobs since
implementation and provides an estimate of the associated financial savings.
Comparing Results to Analysis Report:
The three schemes referenced above were originally estimated to deliver combined daily
water savings of 286 m³, according to a 2015 analysis report. However, real-world
performance has shown actual savings of approximately 600 m³ per day—more than double
the predicted volume.
When combined with the observed reduction in burst frequency across managed areas, the
demonstrated impact of pressure management is substantial—delivering significant benefits
to both the water network and its users. In addition to reducing leakage, lower operating
pressures help preserve ageing mains by minimising stress on vulnerable pipework, thereby
extending asset life and reducing the need for reactive maintenance or premature
replacement.
Based on the outcomes of these three projects, it is reasonable to suggest that many of the
proposed pressure management schemes could achieve real-life water savings up to twice
those originally estimated in the analysis report.
Comparative Rehab Replacement:
The following provides a preliminary cost estimate for replacing all water mains across each
of the areas listed above.
Water
Network
Area
Length of
water
mains (m)
Area of
water main
trench (m2)
Approximate
Price of mains
replacement
(£130 per m) in
£
Price of tarmac
(£260 per m2
for footpath)
(£280 per m2
for road)
Total Cost of
mains install
and tarmac
(£)
Port Erin
WWM
26,000m
23,400m2
£3.40 million
£6.30 million
£9.7 million
Sydney
Street
9,750m
8,775m2
£1.25 million
£2.37 million
£3.62 million
Vicarage
Road
41,052m
36,946m2
£4.80 million
£8.62 million
£13.42
million
These cost estimates are based on the typical surface area required to reinstate a standard
water main trench. However, in many locations across the island, MUA is required (by law)
to carry out full carriageway reinstatement rather than a simple patch repair—significantly
increasing the actual cost. The quoted mains replacement figure covers excavation and
installation of the new main only and does not include any tarmac reinstatement, this is also
an estimation as we are unable to get the available figure.
Without a full network replacement, it would be impossible to eliminate all leaks and bursts.
In high-pressure areas, repairing one section of main often results in the next weakest point
failing shifting the problem rather than resolving it.
Analysis Summary:
It is widely accepted in the water industry that the introduction of pressure management,
including the use of PMV’s is a highly cost-effective and efficient strategy for reducing water
consumption and leakage while significantly extending the life of ageing water
infrastructure.
By proactively managing excessive pressure, utilities can minimise burst frequency and
network stress, deferring the need for widespread mains replacement. As demonstrated
above, this targeted approach delivers substantial operational and financial benefits at a
fraction of the cost of full-scale rehabilitation.
PROPOSED PRESSURE MANAGEMENT SCHEMES SUMMARY
only phase can
be edited without
password
Scheme Name
REPORT
Investment / Offsite
Works Required
NEW PRV CONTROL
LER
OTHER
BENEFITS
Closest Valve
Asset ID
DMA(s)
X
Y
PMA Mains
Length (km)
EXISTING D/S
CONTROL PRESSURE
AZNP
HTD
AVERAGE BURST
FREQUENCY
BURST FREQUENCY
(Burst/100km/Yr)
PROPOSED D/S
CONTROL PRESSURE
AZNP
After
HTD
% Reduction
Burst Frequency
BURST FREQUENCY
(Burst/100km/Yr)
Est. BURST
REDUCTION / yr
Est. Reduction
m3/day
WATER
SAVING £
BURST SAVING
£
TOTAL SAVING £ SCHEME COST £ COST BENEFIT
VIABLE?
Suggested Schemes
for Implementation
Sum1
CLANNAUGH RD PMV
COMPLETE
NEW PMV & FLOW
MODULATED
CONTROLLER
YES
YES
-
1030010079
DMA 424 - CLANNAUGH ROAD SULBY
238006
494407
19.95
n/a
87.3
23.1
8.8
43.9
FLOW MOD
29.9
24.2
80%
8.710
7.027
156
28,470.00
£
35,136.84
£
63,606.84
£
N/A
N/A
PHASE 1
PHASE 1_NEW
PMV & FLOW
MODULATED
CONTROLLER
PORT ERIN WASTE PMV
COMPLETE
NEW PMV – FIXED
OUTLET CONTROL
YES
-
-
1010078495
DMA 445 - PORT ERIN Waste
220569
468861
14.64
n/a
87.6
21.9
8.8
60.3
45
45.5
23.8
76%
14.658
6.677
142
25,909.91
£
33,386.03
£
59,295.94
£
N/A
N/A
PHASE 1
PHASE 1_NEW
PMV – FIXED
OUTLET CONTROL
CASTLETOWN PMV (FIXED)
COMPLETE
OPTIMISATION OF
EXISTING PMV
-
-
-
1050000070
DMA 423 - CASTLETOWN
225562
468351
18.76
52
53.4
23.1
5.9
31.7
28.5
29.5
23.5
64%
11.367
3.809
135
24,705.37
£
19,043.25
£
43,748.62
£
N/A
N/A
PHASE 1
PHASE
1_OPTIMISATION
OF EXISTING PMV
PORT ERIN PMV
COMPLETE
NEW PMV & FLOW
MODULATED
CONTROLLER
YES
YES
-
1030007036
DMA 471 - PORT ERIN
223107
470066
14.75
n/a
83.7
22.6
3.2
21.9
FLOW MOD
60.2
25.1
42%
12.715
1.359
103
18,765.55
£
6,796.76
£
25,562.30
£
N/A
N/A
PHASE 2
PHASE 2_NEW
PMV & FLOW
MODULATED
CONTROLLER
SYDNEY STREET PMV
COMPLETE
NEW PMV – FIXED
OUTLET CONTROL
YES
-
-
1030003556
DMA 458 - SYDNEY STREET
237837
476173
5.53
n/a
74.5
22.8
2.9
52.0
21
29.7
23.8
81%
10.073
2.318
90
16,410.10
£
11,588.32
£
27,998.42
£
N/A
N/A
PHASE 1
PHASE 1_NEW
PMV – FIXED
OUTLET CONTROL
BALLACALLIN PMV
COMPLETE
NEW PMV & FLOW
MODULATED
CONTROLLER
YES
YES
-
1010113795
DMA 410 - BALLACALLIN
224223
481736
33.23
n/a
58.0
22.2
12.4
37.2
FLOW MOD
43.3
24.3
47%
19.722
5.799
81
14,867.44
£
28,995.
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