Paragon Contractors LLC · Job 584 — PRY Marcus WWTP Expansion (Google Pryor MARCUS) — BP 31.01 Earthwork & Utilities

Paragon subcontract SC-8864-010 under Manhattan Construction — FIRST PASS (durations PRELIM; reconcile vs Manhattan P6) · read-only view
Owner: Manhattan Construction / Google (DCS MARCUS)NTP: 6/9/26 Planned Completion: 5/3/27Contract: 420 CDDeadline: 8/3/27
IDActivityPhaseWDStartFinishJun '26Jul '26Aug '26Sep '26Oct '26Nov '26Dec '26Jan '27Feb '27Mar '27Apr '27May '27Jun '27Jul '27Aug '27
6/86/156/226/297/67/137/207/278/38/108/178/248/319/79/149/219/2810/510/1210/1910/2611/211/911/1611/2311/3012/712/1412/2112/281/41/111/181/252/12/82/152/223/13/83/153/223/294/54/124/194/265/35/105/175/245/316/76/146/216/287/57/127/197/268/28/9
PRECONSTRUCTION / SITE-WIDE
1★ NTP / Notice to ProceedPre6/9/26
2Mobilization / site setup / GC crew (60-wk general conditions)Pre56/10/266/16/26
3Submittals / MOPs / shop drawings — initial package PRELIMPre156/10/266/30/26
4Silt fence perimeter + stabilized construction entrances PRELIMPre86/15/266/24/26
5GPR + hydro-excavation utility locates (site-wide) GATEPre106/15/266/26/26
6Re-route process water piping — KEEP TANKS LIVE GATEPre106/29/267/10/26
7Demolition — storm piping/structures, concrete, Valve Group 6 slab + enclosure R&R PRELIMPre157/13/267/31/26
EQUALIZATION TANK SIDE — CREW 1
8Clear / strip / stockpile topsoil — EQ side PRELIMEQ87/20/267/29/26
9Mass excavation — EQ tank pad + pump house PRELIMEQ207/30/268/26/26
10Engineered / select fill — EQ pad (to 5 ft outside perimeter) PRELIMEQ158/13/269/2/26
11★ EQ tank pad ready for tank contractorEQ9/3/26
12EQ tank erection window — BY OTHERS (BP 40.01) GATEEQ1009/4/261/21/27
13Yard piping — EQ side: DI wastewater + storm sewer + structures (~250 LF 8", 12"/24" runs, 18" RCP) PRELIMEQ3010/2/2611/12/26
14Process piping tie-ins — EQ tank (16" connector + P-lines) PRELIMEQ201/22/272/18/27
15Backfill / return to grade / gravel access road — EQ side (10 ft around tank) PRELIMEQ102/19/273/4/27
24-HR HOLDING TANK SIDE — CREW 2
16Clear / strip / stockpile topsoil — 24-hr tank side PRELIMHT87/20/267/29/26
17Mass excavation — 24-hr holding tank pad PRELIMHT207/30/268/26/26
18Engineered / select fill — 24-hr tank pad PRELIMHT158/13/269/2/26
19★ 24-hr tank pad ready for tank contractorHT9/3/26
2024-hr tank erection window — BY OTHERS (BP 40.01) GATEHT1009/4/261/21/27
21Yard piping — HT side: transfer piping (12" MegaCub) + 8" effluent + storm PRELIMHT3010/2/2611/12/26
22Process piping tie-ins — 24-hr tank PRELIMHT201/22/272/18/27
23Backfill / return to grade / gravel access road — HT side PRELIMHT102/19/273/4/27
COMMISSIONING / CLOSEOUT
27QA/QC testing + documentation (plans 2 wks ahead of testing) PRELIMCL101/22/272/4/27
24Aggregate base + fine-grade subgrade for paving (asphalt BY OTHERS) PRELIMCL153/5/273/25/27
25Structure lid adjustments + valve tagging / tracer wire / labeling PRELIMCL53/5/273/11/27
28Commissioning — L1/L2/L3 (+ L4/L5 support) GATECL153/12/274/1/27
26Site restoration / topsoil / vegetation + erosion-control removal PRELIMCL103/26/274/8/27
29Closeout documentation — MARCUS Deliverables Matrix + as-builts PRELIMCL104/9/274/22/27
30★ SUBSTANTIAL COMPLETIONCL4/23/27
31★ FINAL COMPLETION / DEMOBCL5/3/27
Site / EarthworkUtility / StormRestoration / StripingMobilization / CloseoutGate / HoldMilestoneMilestoneContract deadline week
Generated from the construction-schedule job-data model — same source as the Excel grid and the MS Project file, so it stays in sync. Durations flagged PRELIM / GATE are preliminary pending PM/superintendent input.