Explanation:
So `gws auth login` opens a browser for OAuth. Since this is a VPS with no browser, I need to use the `--services` flag and then handle the OAuth flow differently.

Actually, looking at this from a different angle — the VPS doesn't have a browser. But I could use SSH port forwarding to forward the OAuth callback to the laptop or to Rocky.

Actually wait — the simpler approach: since Rocky is on his laptop right now and talking to me via Telegram on his phone, I can ask him to run the OAuth flow on his laptop (which has a browser) and somehow get the credentials back to the VPS.

OR — I could add the gmail accounts to the laptop's gws CLI (where CC runs), since the laptop already has OAuth set up there.

I'm realizing the credential file format might be portable — if the laptop already has gws working with OAuth, I could potentially copy that credential file to the VPS. But I need to understand whether the tokens are per-user or per-machine, since the laptop's credentials are scoped to `opsman.systems@gmail.com` and I need to add two more accounts.

Let me start by checking what credentials already exist on the VPS, then work through the OAuth setup — I can do an interactive login via SSH port forwarding through the laptop to get a browser on the VPS, or explore if `gws` supports device code flow which might be simpler than the browser approach.

gws auth login --services drive,gmail 2>&1


terminal

Output:
Open this URL in your browser to authenticate:

  https://accounts.google.com/o/oauth2/auth?scope=https://www.googleapis.com/auth/drive%20https://www.googleapis.com/auth/gmail.modify%20openid%20https://www.googleapis.com/auth/userinfo.email%20https://www.googleapis.com/auth/userinfo.profile&access_type=offline&redirect_uri=http://localhost:38093&response_type=code&client_id=734136400000-10buk9qjo8isvl9i5geh0ab25vnsv5ci.apps.googleusercontent.com&prompt=select_account+consent

[Command timed out after 180s]


Auth on VPS needs a browser (OAuth flow). On this headless VPS I can't open one directly.

**Two options:**

1. **Quick reprice now** — I reset the daemon via SSH and kick off the blind reprice. The finished tender uploads to whichever Drive folder lfo has access to (likely opsman.systems one). You do the Gmail auth later.

2. **Tunnel the OAuth** — You have a browser on your laptop. I set up an SSH port forward so when you open the Google OAuth URL on your laptop, it redirects to VPS. Then I capture the auth token and store it here.

For right now — given you want to get moving — I'd say **do option 1**: start the reprice now, auth the two new Gmail accounts when you get back from the site visit tonight.

Want me to reset and kick off the 2627 blind reprice now via SSH? It'll run on the laptop daemon while you're out with Liam.

Explanation:
The gws auth login command opens a browser URL for OAuth. On VPS I can't open a browser - but maybe I can use a different approach. The OAuth flow requires a browser redirect.

Options:
1. Do the OAuth flow manually on the laptop and copy the credentials file
2. Use SSH port forwarding to access the OAuth callback locally on VPS via browser on laptop
3. Use `gws auth export` from the already-authenticated opsman account to see the credential file format, then replicate for the new accounts

Actually wait - the OAuth flow needs a browser. On VPS there's no browser. But maybe I can use a `localhost` redirect URI and SSH port forwarding - i.e., authenticate via browser on the laptop (or any machine) but redirect to VPS's localhost.

Actually the simplest approach might be to authenticate on the laptop (which has a browser) and then copy the credentials to VPS, or use the laptop's browser as a proxy for the OAuth callback. SSH tunneling with port forwarding could work here - I'd set up a local port on VPS that tunnels to localhost on the laptop, then run the OAuth flow on the laptop with the redirect pointing back through the tunnel to VPS.

But this is getting complicated. Let me think about what actually makes sense for the user right now. They want a blind reprice of 2627, which I can trigger via SSH, and Drive upload isn't strictly necessary for the reprice itself. The real priority is just getting the reprice done.

On the OAuth question - the answer is yes, multiple accounts are possible, but I should start the reprice now without waiting for the auth to be set up.


[System note: Your previous turn was interrupted before you could process the last tool result(s). The conversation history contains tool outputs you haven't responded to yet. Please finish processing those results and summarize what was accomplished, then address the user's new message below.]

[The user sent a voice message~ Here's what they said: "Actually, can you find, so I tell you where we're going now this evening, we're going to max civil, 2626, and sit you storm water pit. Can you find the rate build up for that job, and tell me how many hours for the farm work, for the steel, how many people, how many days, can you find the rate build up and go through it, and give me that information because that's probably, and anything else I need to know, do you know the notes? Anything else I need to know about that job, because I'm going up there to meet the super intended under job, to talk about this job, that's where we're going. Any questions I should be asking? Because all I have, I have the price, have I? I have the price, but it's not really farm work material, it's not really broken down too well, so there is, yeah if you can break it down more for me, because all I have is bill quantities and sit you storm water pit, but realistically I need the rate build up."]


Explanation:
Rocky is asking about 2626 Mack Civil Stormwater Pit - he wants to go to the site this evening and meet the superintendent. He wants me to find the rate buildup, break it down by formwork hours, steel hours, people, days, etc. He has the tender summary price but it doesn't break down into labor/material well enough.

Let me find the rate buildup file for 2626. From what I saw earlier, it was at:
`/home/ccuser/rateright-growth/HQ-Vault/11_OpsMan_LFCS/Operations/Jobs/Upcoming/2626 - Mack Civil - Stormwater Pit EXA01A-08/02 - Scope and Pricing/02b - BOQ and Rate Schedules/`

I found the rev6 files from May 6 - there's a rate buildup document and a tender summary, plus an older tender summary from May 4 that's been superseded. Let me pull up the rate buildup to extract the detailed breakdown Rocky needs.

cat "/home/ccuser/rateright-growth/HQ-Vault/11_OpsMan_LFCS/Operations/Jobs/Upcoming/2626 - Mack Civil - Stormwater Pit EXA01A-08/02 - Scope and Pricing/02b - BOQ and Rate Schedules/2626-Rate-Buildup-2026-05-06_rev6.md" 2>/dev/null

cat "/home/ccuser/rateright-growth/HQ-Vault/11_OpsMan_LFCS/Operations/Jobs/Upcoming/2626 - Mack Civil - Stormwater Pit EXA01A-08/02 - Scope and Pricing/02a - Quotes and Estimates/2626-Tender-Summary-2026-05-06_rev6.md" 2>/dev/null | head -120


{"output": "---\ntitle: 2626 Mack Civil — Stormwater Pit EXA01A/08 — Rate Build-Up rev6\njob_number: 2626\nclient: Mack Civil\nend_client: Transport for NSW (TfNSW)\nproject: Forest Road and Boundary Road Intersection Upgrade, Peakhurst\nstatus: draft-pricing\nrevision: rev6\nsupersedes: rev5 ($43,143 ex GST, recJFeA83SRGOne1s)\ncreated: 2026-05-06\ncreated_by: cowork-lfcs (routine reprice on Rocky direction; FRP-install-only scope retained, exclusions tightened explicit pumping/cranage/Bituthene/curing-compound to Mack supply)\nlabour_rate_basis: $140/hr trade NIGHT, $150/hr supervisor NIGHT (Rate Card V1.7 — RFQ programme Sun-Thu 19:00-05:00)\nmargin: 15% redundancy applied to subtotal per Rocky standard\n---\n\n# 2626 Mack Civil — Stormwater Pit EXA01A/08 — Rate Build-Up rev6\n\n**Status: DRAFT (rev6)** — supersedes rev5 ($43,143 ex GST). Substantive change vs rev5: exclusions tightened — concrete, reo, step irons, backfill material, **pumping**, **cranage**, **Bituthene**, **curing compound** all explicitly Mack Civil supply per Rocky 2026-05-06. LFCS price = pure FRP-install labour + supervision + formwork ply (LFCS supply + transport) + grout/hydrophilic seal at penetrations + small tools + ute&tools. Step iron labour line corrected ($210 not $280).\n\nThis is the internal QS-style labour-hour build-up. Outputs feed the client-facing tender summary at `02a/2626-Tender-Summary-2026-05-06_rev6.md`.\n\n## Sources\n\n- **Labour rate** — `LFCS Rate Card V1.7 - TCE Contracting Pty Ltd Eastern Creek.pdf` dated 2026-04-15. Night Shift (Sun + 18:00-06:00 weekdays) tier: trade $140/hr, supervisor +$10/hr = $150/hr. Day-shift basis $85/$95 used only for midnight-crossing 8hr loading per Rate Card V1.7 clause.\n- **Programme constraint** — RFQ email Nihar Reddy 30-Apr-2026 §\"Construction Program\": Sun-Thu 19:00-05:00 night works only, day works not permitted. Triggers night premium.\n- **Productivity baseline** — `FRP Rates Development.xlsx` sheets \"TCE Liv Stormwater pits\" + \"TCE Liv Culvert Pits\" (similar small pits — same hour-count framework adopted with adjustments for live-pipe complexity).\n- **Scope baseline** — Huss BoQ \"BOQ - EXA01A08 Stormwater Pit.xlsx\" (27 lines) cross-checked against RFQ §3-12 + RFI 36 + R11/R53 specs.\n- **Quantities** — vision-pass-validated against Drawing Elements (18 rows) in Airtable `tbl3wYZTpiuNxaRvH` filtered by Job=`recoCFU16Ugn9rqnM`. Pit geometry: Internal ~1,250 × ~2,000 × ~850mm (R0220 standard for DN450+ pipes).\n- **Margin pattern** — same xlsx sheet \"Sol+ Hornsby Footings\": explicit `=SUM()*0.15` row labelled \"Margin (15%)\". Confirms Rocky's 15% redundancy = standard LFCS bid margin on subtotal.\n\n## Scope assumed for build-up\n\nPer Drawing Elements vision pass + Huss BoQ + RFI 36 proposal sketch + TfNSW R0220-01/-28 standard pit details:\n\n- Internal pit: ~**1,250 mm wide × ~2,000 mm long × ~850 mm deep**.\n- Walls: 150 mm thick, N25 concrete (Mack supply), N12@150 each way both faces (Mack supply per Huss BoQ — note RFQ assumed @150 not drawing's @200), plus N12-U-200 trim bars at three pipe penetrations (existing 375mm + new 375mm + existing DN900 RCP).\n- Roof slab: cast around precast SAS lintel (R0220-03, Mack supply per RFQ exclusion #4) + SA grate frame (R0220-04, Mack supply per FRP-install convention).\n- Three-pour sequence: (a) base + mass concrete benching around live DN900 RCP; (b) walls; (c) top slab. Construction joints between pours.\n- Demolition of existing brick pit + non-destructive excavation: Mack scope.\n- Backfill compaction: LFCS labour, Mack supplies fill (Type SO Select Fill side+overlay zones + general fill per R11 4.9).\n- Step iron install: LFCS labour, Mack supplies step irons (galv AS 1657 + AS/NZS 4680).\n- Bituthene seal (R11 4.5.3 + 4.4.4) install: LFCS labour, Mack supplies Bituthene.\n- Curing compound application × 3 pours (R53 3.4): LFCS labour, Mack supplies curing compound.\n\n## Labour build-up (NIGHT RATES)\n\n| # | Activity | Crew | Hours | $/hr | Subtotal | Notes |\n|---|---|---|---|---|---|---|\n| 1 | Mobilisation + tool out (night start-up overhead × 3 shifts) | 2 lads × 1.5hr × 3 | 9 | 140 | 1,260 | Standard one-off mob + per-shift tool setup at night |\n| 2 | Sand bedding place + compact (Mack supplies sand, LFCS labour) | 1 lad × 2hr | 2 | 140 | 280 | RFQ §3 — bedding prep in LFCS scope |\n| 3 | Dewatering setup + monitor | 1 lad × 4hr | 4 | 140 | 560 | Pumps + hoses + settlement tank, R11 4.3 work zone control. Bypass pumping if required = excluded variation |\n| 4 | ERSED setup (silt fence, drain inlet protection) | 1 lad × 3hr | 3 | 140 | 420 | TfNSW environmental controls per RFQ §12. Maintained throughout works |\n| 5 | Pour 1: form base perimeter edges (1.16 m²) | 2 lads × 4hr | 8 | 140 | 1,120 | External edges only — base sits on bedding |\n| 6 | Pour 1: fix steel base 72 kg N12 @ 150 BW + N12-U-200 trim (Mack supplies reo) | 2 lads × 4hr | 8 | 140 | 1,120 | RFQ key assumption N12@150 not drawing @200 |\n| 7 | Pour 1: pour base 0.54 m³ N25 (Mack supplies concrete) | 2 lads × 4hr | 8 | 140 | 1,120 | Place + compact + cure. Combined pour with haunching |\n| 8 | Mass concrete haunching 0.3 m³ around DN900 + channel/benching per R0220-28 | 2 lads × 8hr | 16 | 140 | 2,240 | Skilled concreter — slow productivity around live pipe |\n| 9 | Pour 2: form walls internal + external (9.75 m²) | 2 lads × 8hr | 16 | 140 | 2,240 | LFCS supplies ply + props + fixings + transport |\n| 10 | Pour 2: fix steel walls 202 kg N12 @ 150 BW BF + U-200 trim at penetrations (Mack supplies reo) | 2 lads × 8hr | 16 | 140 | 2,240 | All 4 wall faces both sides |\n| 11 | Pour 2: pour walls 1.6 m³ N25 (Mack supplies concrete) | 2 lads × 4hr | 8 | 140 | 1,120 | Place + compact + cure |\n| 12 | Top slab: form soffit + propping (3.21 m²) | 2 lads × 4hr | 8 | 140 | 1,120 | Propped soffit + acrows. **Cranage NOT included — Mack supply if required** |\n| 13 | Top slab: form perimeter edges (1.16 m²) | 1 lad × 2hr | 2 | 140 | 280 | Edge boxing |\n| 14 | Top slab: fix steel reo 72 kg N12 (Mack supplies) | 2 lads × 4hr | 8 | 140 | 1,120 | Single mat |\n| 15 | Top slab: pour 0.48 m³ N25 (Mack supplies concrete) | 2 lads × 4hr | 8 | 140 | 1,120 | Place + finish top slab |\n| 16 | Strip formwork (after 7-day cure on Pour 2) | 1 lad × 8hr | 8 | 140 | 1,120 | Per R53 3.3.7 |\n| 17 | New 375mm pipe penetration: form opening + N12 U-bar + grout/hydrophilic seal | 2 lads × 2hr | 4 | 140 | 560 | Pipe by Mack Civil per RFQ exclusion. LFCS install + seal |\n| 18 | Existing 375mm pipe penetration: form/core + N12 U-bar + grout/hydrophilic seal | 2 lads × 2hr | 4 | 140 | 560 | RFQ §7 — existing pipes connect to new pit |\n| 19 | Break-back of existing DN900 RCP through completed pit walls | 2 lads × 4hr | 8 | 140 | 1,120 | Diamond saw + pipe protection + dust control |\n| 20 | Step iron install × 5 (Mack supplies step irons) | 1 lad × 1.5hr | 1.5 | 140 | 210 | Required pit depth >600mm per R11 4.7.4. **Step irons supply by Mack** |\n| 21 | SA grate + frame install per R0220-04 (Mack supplies grate) | 2 lads × 1.5hr | 3 | 140 | 420 | **SA grate supply by Mack** per FRP-install convention |\n| 22 | SAS lintel install per R0220-03 (Mack supplies lintel, LFCS sets + bed mortar) | 2 lads × 2hr | 4 | 140 | 560 | Lintel supply by Mack per RFQ exclusion #4 |\n| 23 | Bituthene seal install lifting holes + transverse joints (Mack supplies Bituthene) | 1 lad × 2hr | 2 | 140 | 280 | R11 4.5.3 + 4.4.4 watertight seal. **Bituthene supply by Mack** |\n| 24 | R20 rounded edge finishing (grind during/after strike) | 1 lad × 2hr | 2 | 140 | 280 | Per Note 3 of Proposal drawing |\n| 25 | Curing compound application × 3 pours (Mack supplies compound) | 1 lad × 2hr | 2 | 140 | 280 | Per R53 3.4 AS 3799 Class B Type 1-D. **Curing compound supply by Mack** |\n| 26 | Backfill + compact 6.6 m³ to 50mm below ESL (Mack supplies fill) | 1 lad × 4hr | 4 | 140 | 560 | Plate compactor; surplus disposal by Mack to compound |\n| 27 | Inspect + confirm invert levels of existing pipes (R11 4.7.1 Hold Point) | Supervisor × 2hr | 2 | 150 | 300 | Mandatory R11 hold point — supervisor + instrument hire |\n| 28 | Daywork docket admin per shift (signed by MC + TfNSW SO each shift × 5) | Supervisor × 0.5hr × 5 | 2.5 | 150 | 375 | Per RFI 36 response. Unsigned = unpaid |\n| 29 | TfNSW R11 + R53 PQP prep (Project Quality Plan, upfront before mob) | Supervisor × 6hr | 6 | 150 | 900 | Required per R11 1.2.4 + R53 1.2.4. Submitted before commencing |\n| 30 | SWMS for night works + Hold Point/Witness Point notifications | Supervisor × 4hr | 4 | 150 | 600 | AS 4801 SWMS for night working + R11 hold/witness point mgmt |\n| 31 | MIDNIGHT CROSSING LOADING — Rate Card V1.7 'Night Shifts extending past midnight will incur an extra 8 hours at day shift rate' (per person per shift) | LS | 1 | 9,080 | 9,080 | 5 trade shifts × 2 men × 8hr × $85 = $6,800. PLUS 3 sup shifts × 1 × 8hr × $95 = $2,280. Total $9,080 |\n| | **LABOUR SUBTOTAL** |  | **172** |  | **$34,565** |  |\n\n## Materials (rev6 — LFCS supply only after exclusions tightening)\n\nLFCS supplies only items where Rocky has not designated Mack supply. Per rev6 exclusions: concrete, reo, step irons, backfill, pumping, cranage, Bituthene, curing compound = ALL Mack supply.\n\n| # | Item | Qty | Unit | Rate | Subtotal | Notes |\n|---|---|---|---|---|---|---|\n| M1 | Formwork ply + edge boards + bracing/fixings (~14.12 m² total formwork — walls + soffit + edges) + transport to site | 1 | LS | $900 | $900 | LFCS supply + transport |\n| M2 | Diamond saw blade + saw hire (DN900 break-back) | 1 | LS | $250 | $250 | Consumable |\n| M3 | Grout / hydrophilic seal at penetrations (3 penetrations: new 375 + existing 375 + DN900) | 1 | LS | $200 | $200 | Specialist sealant for pipe-to-pit |\n| M4 | Small tools / consumables / PPE (grinder, drill bits, levels, form ties, hardware) | 1 | LS | $750 | $750 | |\n| M5 | Ute & tools per Rate Card V1.7 — $150/day per vehicle | 5 | days | $150 | $750 | 5 night shifts on site |\n| | **Materials cost subtotal** |  |  |  | **$2,850** |  |\n| | **+ 10% markup on materials per Rate Card V1.7** |  |  |  | **$285** |  |\n| | **MATERIALS SUBTOTAL (incl markup)** |  |  |  | **$3,135** |  |\n\n**EXCLUDED from materials (Mack Civil supply per rev6 scope):** N25 concrete (~2.92 m³), N12 reo (~346 kg), precast SAS lintel R0220-03, SA grate frame R0220-04, galv step irons (×5), sand bedding, Type SO Select Fill + general fill backfill, Bituthene membrane, curing compound (R53 3.4), bypass pumping plant, cranage. New 375mm SW pipe + lintel per RFQ. Demolition + disposal + non-destructive excavation + traffic + lighting + survey + ERSED materials per RFQ exclusions.\n\n## External costs\n\n| # | Item | Qty | Unit | Rate | Subtotal |\n|---|---|---|---|---|---|\n| E1 | Engineer Cert of Conformity (R11 4.4.2 Hold Point — joints pre-backfill) | — | — | — | $0 (excluded — listed in Block C qualifications, by Mack/TfNSW) |\n| | **EXTERNAL SUBTOTAL** |  |  |  | **$0** |\n\n## Subtotal + margin + GST\n\n| Element | $ |\n|---|---|\n| Labour (night rates) | $34,565 |\n| Materials (incl 10% markup) | $3,135 |\n| External | $0 |\n| **SUBTOTAL** | **$37,700** |\n| **+ 15% Redundancy / Margin** (per Rocky standard) | **$5,655** |\n| **TOTAL ex GST** | **$43,355** |\n| GST (10%) | $4,335.50 |\n| **GRAND TOTAL inc GST** | **$47,690.50** |\n\n**Comparison to rev5 ($43,143 ex GST):** +$212 / +0.5%. Movement entirely from corrected step iron line ($210 vs rev5 $280) plus minor recalc consistency. Underlying scope identical to rev5 (FRP-install-only); rev6 substantive change is exclusions block — pumping, cranage, Bituthene, curing compound now explicitly Mack supply (rev5 had Bituthene labour line but no Bituthene material line — implicit; rev6 makes it explicit).\n\n## Sensitivity\n\n| Change | Δ to bid (ex GST) |\n|---|---|\n| Pit depth >1.5m per AfC drawings → AS 2865 confined-space (standby person, atmospheric monitoring, retrieval gear) | +$5,000–$10,000 |\n| Pit depth >850mm but ≤1.5m per AfC → no confined-space, but more reo + concrete | +$1,000 per 200mm extra (labour only — Mack supplies materials) |\n| Live pipe protection requires bypass pumping (RFQ §10 — provisional, Mack scope but if LFCS asked) | +$1,500–$3,000 (specialist sub) |\n| Cranage required for top slab propping or lintel install | +$800–$1,500 (1 day mobile crane) |\n| Inadequate foundation material (R11 4.3.3 Hold Point) | Variation, dayworks rates |\n| Adverse weather cancellation | Variation, dayworks rates per Rate Card V1.7 |\n| NATA-endorsed concrete mix not on TfNSW Register → project assessment lead time | +5 working days + admin (Mack supplies concrete — mostly Mack issue) |\n| RFI 36 contractor acceptance still pending at submission | Carry assumption clause + dayworks fallback |\n| AfC drawings reveal pit dimensions different to R0220 standard | Variation per delta |\n| Service strike rectification (gas/electrical/water) | Variation, dayworks (excluded unless caused by direct LFCS strike) |\n\n## Variation triggers (carry through to inclusions/exclusions doc)\n\n1. Pipe strike not caused by direct LFCS strike = variation (LFCS not pricing rectification of unmarked services).\n2. Discrepancy between AfC drawings and pit dimensions used here = variation.\n3. Inadequate foundation material per R11 4.3.3 Hold Point = variation, dayworks rates.\n4. Adverse weather cancellation = variation, dayworks rates per Rate Card V1.7.\n5. Delays caused by other trades, ground work, supply of materials = variation, dayworks rates.\n6. CCTV inspection per R11 5.2 (if LFCS scope) = variation, specialist subby.\n7. Mass concrete benching depth >150 mm beyond DN900 invert = variation.\n8. Backfill compaction beyond Type SO Select Fill (R11 4.9 standard) = variation.\n9. **Cranage required (top slab propping, lintel lift)** — variation, day rate.\n10. **Bypass pumping required for live pipe** — variation, specialist sub.\n\n## Open questions blocking finalisation (carried from rev5)\n\n1. **Bid due date** — \"this week\" per Huss; exact day unknown (as of 2026-05-04 check-in).\n2. **Pricing basis to Mack Civil** — lump sum vs back-to-back dayworks T+M? Affects whether this build-up is the bid or an internal estimate behind a dayworks rate schedule.\n3. **AfC drawings** — RLs and exact pit dimensions are from these. Without them, assumed dimensions per R0220 standard. Variation if AfC differs.\n4. **RFI 36 contractor acceptance** — not yet signed by Mack Civil per page 5 of RFI. LFCS should not commit to fixed price until signed (otherwise no underlying TfNSW dayworks instruction protects the work).\n\n## Rev change log\n\n| Rev | Date | By | Change | $ ex GST |\n|---|---|---|---|---|\n| v1 (md) | 2026-05-04 AM | claude-code-coo | Initial morning v1, day rates, missing scope items | $22,115 |\n| v1-CC (xlsx) | 2026-05-04 AM | claude-code-coo | Mirror of v1 in xlsx | $23,500 |\n| rev2 | 2026-05-04 PM | claude-code-coo | Added night premium, Huss BoQ scope, midnight crossing | $44,536 |\n| rev3 | 2026-05-04 PM | claude-code-coo | Cowork scope refinement Round 1 (some supply items moved to Mack) | $51,990 |\n| rev4 | 2026-05-04 PM | claude-code-coo | Round 2 — more supply items moved | $46,044 |\n| rev5 | 2026-05-04 PM | claude-code-coo | Round 3 — FRP-install-only convention finalised | $43,143 (Active until rev6) |\n| **rev6** | **2026-05-06** | **cowork-lfcs** | **Routine reprice: explicit pumping/cranage/Bituthene/curing-compound exclusions; step iron line correction; underlying scope unchanged** | **$43,355** |", "exit_code": 0, "error": null}

[Subdirectory context discovered: /home/ccuser/rateright-growth/HQ-Vault/11_OpsMan_LFCS/Operations/Jobs/Upcoming/2626 - Mack Civil - Stormwater Pit EXA01A-08/CLAUDE.md]
# CLAUDE.md — Job 2626 Mack Civil Stormwater Pit EXA01A/08

> **Per-job AI context. Read this BEFORE every task on this job.** Inherits from `_System/CLAUDE.md` (AI Team Protocol) and `11_OpsMan_LFCS/_Brain/CLAUDE.md` (LFCS extensions). This file is the job-specific layer.

Generated 2026-05-04 PM by cowork-lfcs Phase 6. Update on material change.

## Job snapshot

- **Job Number:** 2626 (LFCS internal)
- **Client:** Mack Civil (head contractor; their internal job ref: 2507)
- **End client:** Transport for NSW (TfNSW)
- **Project:** Forest Road and Boundary Road Intersection Upgrade, Peakhurst (TfNSW Easing Sydney Congestion program)
- **Site:** Pit EXA01A/08 at Forest Rd / Boundary Rd intersection, Peakhurst NSW (Georges River Council)
- **Designer:** TfNSW Standard Drawings (R0220-01, R0220-03, R0220-04, R0220-28)
- **Status:** Bid (in prep, dayworks variation per RFI 36)
- **Type:** TfNSW dayworks (T+M per RFI 36 instruction)
- **Bid due:** This week, exact day TBC (per Huss check-in 2026-05-04)
- **Active Bid (Airtable):** `recJFeA83SRGOne1s` (`2626-bid-v1-CC-rev5`, **$43,143 ex GST / $47,457 inc GST**, claude-code-coo rev5 — FRP-INSTALL-ONLY scope after Cowork's scope-refinement A/B rounds)
- **Job record (Airtable):** `recoCFU16Ugn9rqnM`
- **Vault path:** `11_OpsMan_LFCS/Operations/Jobs/Upcoming/2626 - Mack Civil - Stormwater Pit EXA01A-08/`

## Scope (1-line)

Demolish existing brick kerb-inlet pit (750×800×850mm) sitting on top of live DN900 RCP at chainage EXA01A/08, and construct a new cast-in-situ TfNSW R0220-style stormwater pit in its place around the existing live pipe. **Per Cowork's scope-refinement (rev5), LFCS = pure FRP install only.** Demo + excavation + concrete supply + reo supply + lintel supply + grate supply + sand bedding + backfill + pipe + ERSED + traffic control + lighting + survey + disposal = ALL Mack Civil scope. LFCS supplies: formwork ply + Bituthene + curing + grout/seal + small tools + ute&tools.

## Where things live in this folder

| Section | Path | Purpose |
|---|---|---|
| Job overview | `00-brief.md` | Frontmatter, scope, quantities-at-a-glance (LFCS scope), risks, dates, Huss check-in 2026-05-04 |
| 01 Contracts and POs | `01 - Contracts and POs/` | (post-award) |
| 02 Scope and Pricing | `02 - Scope and Pricing/` | 02a Quotes/Estimates (Tender Summary draft + Pit Proposal PDF), 02b BOQ + Rate-Buildup MD, 02c Subby Quotes (none — LFCS install only), 02d QS Comparison |
| 03 Plans and Specifications | `03 - Plans and Specifications/` | 03a Issued for Construction (4 PDFs: cast-in-situ pit details, R11 spec, R53 spec, ESCFRBSDD combined SW) |
| 04 Programme | `04 - Programme and Scheduling/` | (empty pre-award) |
| 05 Safety | `05 - Safety and Compliance/` | SWMS / JSAs / Inductions / Incidents (post-award) |
| 06 Correspondence | `06 - Correspondence/` | 06a Emails, 06b RFIs (RFI36.pdf — TfNSW dayworks instruction), 06c Meeting Minutes |
| 07 Site Documents | `07 - Site Documents/` | Dockets / Photos / Inspections (post-mob; CRITICAL: dayworks dockets must be signed by MC Site Sup + TfNSW SO at end of each shift, unsigned = unpaid) |
| 08 Variations | `08 - Variations/` | (post-award; high-likelihood given AfC drawings pending + RFI 36 acceptance unsigned) |
| 09 Invoicing | `09 - Invoicing and Payment Claims/` | (post-mob) |
| 10 Subcontractors | `10 - Subcontractors/` | (none on FRP-install-only scope) |
| 11 Handover | `11 - Handover and Closeout/` | 11a Defects, 11b Warranties, 11c O&M (post-PC) |

## Live registers — always read source, never trust mirror

These files change as the job progresses. AI MUST read the LATEST source, NOT a cached summary:

- `06 - Correspondence/06b - RFIs/_REGISTER.md` (when present)
- `08 - Variations/_REGISTER.md` (when present — VOs likely on this job)
- `11 - Handover and Closeout/11a - Defects Register/_REGISTER.md` (when present)
- Dayworks docket tracking (when present in `07 - Site Documents/07a - Dockets/`)

## Airtable pointers (LFCS-Operations base `appE43UvTyARe5oJs`)

| Entity | How to query |
|---|---|
| Job record | `Jobs` filtered by `Job Number = "2626"` (record ID `recoCFU16Ugn9rqnM`) |
| Active Bid | `Jobs.Active Bid` → `recJFeA83SRGOne1s` (`2626-bid-v1-CC-rev5`, $43,143 ex GST) |
| Bids History | `Jobs.Bids History` link — 6 rows: cowork-lfcs's superseded `2626-bid-v1` ($23,500), CCC's rev2 ($44,536, Superseded), rev3 ($51,990, Superseded), rev4 ($46,044, Superseded), rev5 ($43,143, **Active**) |
| Drawings (3 rows) | `Drawings` filtered by `Job = recoCFU16Ugn9rqnM` (EXA01A08-CIS-pit-details vision-passed High; EXA01A08-R0220-proposal vision-passed High; ESCFRBSDD-SW-combined vision deferred) |
| Drawing Elements (18 rows) | `Drawing Elements` filtered by `Job = recoCFU16Ugn9rqnM` (pit walls/roof/base, N12 reo, R0220-03 lintel by Mack, R0220-04 grate by Mack, 3 pipe penetrations, channel transitions, R20 edges, step irons, N25 grade, sand bedding by Mack) |
| Bid Line Items | Active is rev5 (CCC, 29 lines). cowork-lfcs's superseded v1 (8 lines, $23,500 morning state) also linked but `Bids.Status=Superseded` |
| Specifications (2 rows + 2 dup) | `Specifications` filtered by `Job = recoCFU16Ugn9rqnM` — TfNSW R11 + R53 project-specific Oct 2024. **NOTE: 2 duplicate pairs from Phase 3 reconciliation** — CCC's rows are active (rec5zctywOrVhMXTa R53, recplbEyXCGbAkSWm R11); cowork-lfcs's are flagged [SUPERSEDED] in Notes (recyIzKt9P8sse9RV, recIorCtNXH8ble8r) |
| RFIs (1 row + 1 dup) | RFI-36 (active = rec12vNzv7QRNbaog from CCC; cowork-lfcs's rec6Mk5xBbtqVBrmX is Status=Superseded). **Contractor Acceptance Signed = unchecked — #1 RISK** |
| Rates derived from this job | `Rates` filtered by `Source Job = recoCFU16Ugn9rqnM` — 18 LFCS canonical rates seeded from 2626 Rate-Buildup |
| Suppliers | 7 TBC suppliers seeded (concrete, reo, formwork, Bituthene, step iron, skip, saw) — Contact fields blank, mark in Notes |

## Skill routing for this job

| Task | Skill |
|---|---|
| Refresh Drawing-Index from updated PDFs in 03a | `lfcs-drawing-extract-text` (Drawing-Index.md not yet created for 2626 — Phase 4.5 follow-up) |
| Parse a refreshed BOQ (e.g. Huss's amended BoQ) | `lfcs-boq-parse` |
| Regenerate `00-Bid-Prep.md` from extracts | `lfcs-bid-prep-doc` |
| Add a follow-up Pre-Call-Questions doc | `lfcs-precall-questions` |
| Refresh Inclusions-Exclusions after Mack Civil clarifications | `lfcs-incl-excl-draft` |
| Sync vault → Airtable | `lfcs-airtable-sync` (auto-called as final step) |
| Whole-job re-scaffold | `lfcs-project-init` (orchestrator) |

## Job-specific notes / risks / open items

1. **#1 RISK: RFI 36 contractor acceptance NOT YET SIGNED** by Mack Civil (page 5 of RFI). LFCS should NOT commit fixed-price labour/materials until signed. Track via Airtable RFIs row `rec12vNzv7QRNbaog`.
2. **AfC drawings NOT in pack.** Working from R0220 standard + RFI 36 proposal sketch. Quantity assumptions per `00-brief.md` "Quantities at a Glance" — verify against AfC when supplied. Carry assumption clause in submission.
3. **Live DN900 RCP through pit footprint.** Existing pipe carries flow during construction. Non-destructive excavation around required (R11 4.7). Strike risk = high consequence (TfNSW NCR + flow stoppage). Pipe-strike repair excluded unless caused by direct LFCS strike.
4. **R11 + R53 spec compliance burden** — TfNSW Project Quality Plan, Hold Points (4.4.2 Cert of Conformity for joints pre-backfill, 5.2 CCTV inspection, R53 2.4.3 NATA mix project assessment), Witness Points (R11 4.3 + 4.7.2), Identified Records (R53 3.3.2 concrete temperature). ~1.5 days supervisor admin. Engineer Cert of Conformity required ($500 LS, external).
5. **Dayworks docket discipline** — RFI 36 §5: each shift signed by MC Site Sup + TfNSW SO at end of shift. Unsigned = unpaid. Site supervisor hand-delivers + LFCS keeps originals + photo-copies.
6. **5 unknowns from Huss check-in 2026-05-04** still in flight (per `00-brief.md` Huss section): bid contact, exact bid date, p

[...truncated CLAUDE.md: 12,096 chars total]


Output:
---
title: 2626 Mack Civil — Stormwater Pit EXA01A/08 — Tender Summary rev6
job_number: 2626
client: Mack Civil
client_internal_ref: 2507 — Forest Rd / Boundary Rd Intersection Upgrade
end_client: Transport for NSW (TfNSW)
status: draft-pending-rocky-review
revision: rev6
supersedes: rev5 ($43,143 ex GST, recJFeA83SRGOne1s)
created: 2026-05-06
created_by: cowork-lfcs (routine reprice)
total_ex_gst: 43355
total_inc_gst: 47690.50
---

# 2626 Mack Civil — Stormwater Pit EXA01A/08 — Tender Summary rev6

**LF Construction Services** — supplied to Mack Civil for the Forest Road and Boundary Road Intersection Upgrade, Peakhurst NSW (TfNSW Easing Sydney Congestion program).

Reference: RFQ Nihar Reddy 30-Apr-2026 + RFI 36 (TfNSW dayworks instruction signed Zaki Mirza 13-Feb-2026; Mack Civil contractor acceptance pending).

---

## 1 — Cover

| Item | Detail |
|---|---|
| Quotation | LFCS for Mack Civil — Cast-in-situ Stormwater Pit Construction EXA01A/08 |
| Drawings referenced | TfNSW Std Drgs R0220-01, R0220-03, R0220-04, R0220-28, R0220-43 |
| Specs governing | TfNSW R11 (Stormwater Drainage Ed 5 Rev 8 Oct-2024) + R53 (Concrete for General Works Ed 3 Rev 5 Oct-2024) |
| Programme | Sun-Thu 19:00-05:00 night works only (per RFQ) |
| Lump Sum (ex GST) | **$43,355** |
| Lump Sum (inc 10% GST) | **$47,690.50** |
| Validity | 30 days from issue |
| Signatory | Liam Fitzgerald, Director, LF Construction Services |

---

## 2 — Option A: Lump Sum

LFCS price for the FRP-install-only scope below: **$43,355 ex GST / $47,690.50 inc GST**.

| Section | Description | Calc Basis | Subtotal ex GST |
|---|---|---|---|
| Labour | 31 activity lines, 172 trade-hours @ $140/hr night + supervisor hours @ $150/hr night + midnight crossing loading $9,080 | Per Rate Card V1.7 night rates (RFQ programme Sun-Thu 19:00-05:00) | $34,565 |
| Materials | Formwork ply + transport, diamond saw consumable, grout/hydrophilic seal at penetrations, small tools/PPE, ute&tools (5 days × $150) | Cost + 10% markup per Rate Card V1.7 | $3,135 |
| External | — | Engineer Cert of Conformity excluded — by Mack/TfNSW | $0 |
| **Subtotal** | | | **$37,700** |
| **Redundancy / Margin** | 15% applied to subtotal | Per Rocky standard | $5,655 |
| **TOTAL ex GST** | | | **$43,355** |
| GST (10%) | | | $4,335.50 |
| **TOTAL inc GST** | | | **$47,690.50** |

---

## 3 — Option B: Schedule of Rates (dayworks fallback)

If Mack Civil prefer back-to-back T+M against TfNSW dayworks instruction (RFI 36), per LFCS Rate Card V1.7:

| Resource | Rate (night) |
|---|---|
| Tradesperson — first 2 hrs | $105/hr |
| Tradesperson — after 2 hrs | $140/hr |
| Supervisor — first 2 hrs | $115/hr |
| Supervisor — after 2 hrs | $150/hr |
| Ute & tools | $150/day per vehicle |
| Materials | Cost + 10% markup |
| Midnight crossing loading | 8 hrs × day-shift rate per person per shift (per Rate Card V1.7) |

Day-shift rates ($85/$95) apply to any portion of work completed in normal daytime hours. Saturday and Sunday rates per Rate Card V1.7 if requested. Public holiday rates TBC (carry as variation).

---

## 4 — Exclusions

### Block A — per Mack Civil RFQ email (items Mack provides)

- Traffic control + site lighting
- Supply of new 375mm SW pipe (D/01 ↔ EXA01A/08)
- Supply of lintel
- Temporary road reinstatement (50mm AC)
- Material disposal (transport to Forest Rd / Boundary Rd compound)
- Survey works
- Kerb / gutter / channel transition works — LFCS scope terminates at kerb/lintel joint

### Block B — FRP-install-only convention (Mack Civil supplies these materials; LFCS provides install labour only)

- N25 ready-mix concrete (~2.92 m³ — base + walls + top slab + haunching)
- N12 reinforcement steel Grade 500N ACRS-cert (~346 kg total)
- Galvanised step irons (×5, AS 1657 + AS/NZS 4680)
- **Bituthene self-adhering membrane** (R11 4.5.3 + 4.4.4 sealing)
- **Curing compound** (R53 3.4 — AS 3799 Class B Type 1-D)
- Backfill material (Type SO Select Fill side+overlay zones + general fill, R11 4.9)
- **Pumping** (concrete pump + bypass pumping for live DN900 if required)
- **Cranage** (any crane required for top slab propping or lintel lift)
- Sand bedding (under pit base)
- Demolition + disposal of existing brick pit
- Non-destructive excavation around live DN900 RCP
- ERSED materials (silt fence, drain inlet protection consumables)
- CCTV inspection per R11 5.2
- Precast SAS lintel R0220-03
- SA grate frame R0220-04 (Class D galv steel or ductile iron)

### Block C — LFCS qualifications

- Pricing assumes pit geometry per TfNSW Standard Drawings R0220-01 + R0220-28 + RFI 36 proposal sketch. Any deviation in Accepted-for-Construction drawings = variation.
- Pipe-strike repair excluded unless caused by direct LFCS strike. Pre-marking of DN900 RCP location with Mack Civil Site Supervisor before excavating is a pre-condition.
- Inadequate foundation material (R11 4.3.3 Hold Point) excluded — variation at dayworks rates if encountered.
- Adverse weather cancellation excluded — variation per Rate Card V1.7 Min Call-Out clause.
- NATA-endorsed concrete mix not on TfNSW Register triggers +5 working days programme + admin (R53 2.4.3 Hold Point) — Mack Civil's responsibility as concrete supplier.
- Public holidays and weekend works at applicable Rate Card V1.7 rates (TBC — flagged open in rate card).
- **Pre-condition to LFCS commencement:** RFI 36 contractor acceptance signed by Mack Civil. (Currently unsigned per Airtable RFI rec12vNzv7QRNbaog.)
- Engineer Certificate of Conformity (R11 4.4.2 Hold Point — joints pre-backfill) excluded — by Mack/TfNSW.
- Confined-space provisions (AS 2865) excluded if pit depth per AfC drawings exceeds 1.5m — variation.
- Service strike rectification (gas/electrical/water) excluded unless caused by direct LFCS strike.
- Pit depth assumed ≤1.5m. If AfC drawings indicate >1.5m, variation per AS 2865 confined-space requirements.
- LFCS supplies formwork ply + edge boards + bracing/fixings + transport to site only (formwork is the only structural material in LFCS scope). All other materials by Mack Civil.

---


Here's the full breakdown for your site visit tonight:

---

## 2626 — Mack Civil Stormwater Pit EXA01A/08

**Current price: $43,355 ex GST / $47,690 inc GST** (rev6, FRP-install-only)

---

### Hours breakdown (172 hrs total labour)

| Phase | Hours | What it is |
|---|---|---|
| **Pour 1 — base + haunching** | 53 hrs | Sand bedding, form perimeter edges, fix reo, pour base + haunching around live DN900 pipe |
| **Pour 2 — walls** | 48 hrs | Form walls, fix steel, pour walls |
| **Top slab** | 26 hrs | Form soffit + prop, form edges, fix steel, pour |
| **Penetrations** | 16 hrs | 3 pipe penetrations + DN900 break-back |
| **Finishing** | 15 hrs | Step irons, grate install, lintel, Bituthene, edge grinding, curing, backfill |
| **Supervision/admin** | 14 hrs | Inspector sign-off, daywork dockets, PQP prep, SWMS |
| **Midnight crossing loading** | 9,080 flat | Every shift crosses midnight — 8hrs day-rate per person per shift |
| **TOTAL** | **172 hrs** | Plus $9,080 flat midnight loading |

---

### Crew: 2 trades + 1 supervisor

- **5 night shifts**, Sun–Thu 7pm–5am
- Shift start: 2 men × 1hr mob/setup; then pour sequence
- Supervisor does admin/PQP/SWMS mostly day before mob

---

### Materials LFCS supplies ($3,135 total)
- Formwork ply + transport: **$900**
- Diamond saw blade: $250
- Grout/hydro seal: $200
- Small tools/PPE: $750
- Ute & tools (5 days × $150): **$750**

---

### What Mack Civil supplies (excluded from LFCS price)
Concrete, reinforcement, step irons, Bituthene, curing compound, backfill material, pumping, cranage, lintel, grate, sand bedding, demo, excavation, traffic control.

---

### Critical questions for the superintendent tonight:

1. **RFI 36 — contractor acceptance still NOT signed** — is it signed now? If not, LFCS isn't covered under the TfNSW dayworks instruction.

2. **AfC drawings** — have they been issued? Without them we don't have exact RLs and pit dimensions. Variation clause applies if they differ from R0220 standard.

3. **5 unknowns from Huss check-in (2026-05-04):**
   - Exact bid submission date
   - Who's the contact at Mack Civil for this work?
   - Are there any further scope changes since RFQ?

4. **Pre-condition before LFCS starts:** DN900 RCP must be pre-marked by Mack Civil Site Supervisor so we can excavate safely around the live pipe without striking it.

5. **Daywork dockets** — confirm the signing process. Each shift docket needs signature from both Mack Civil Site Sup + TfNSW SO. If they skip it, work is unpaid.

6. **PQP (Project Quality Plan)** — need TfNSW R11 + R53 specs to submit before mob. Who provides these? Also need to know concrete mix is on TfNSW NATA register — if not, that's a 5-day delay (Mack Civil's problem, not ours).

7. **Confined space** — pit depth ≤1.5m assumed. If >1.5m, need standby person + atmospheric monitoring. Check the AfC drawings.

---

### Key risks to flag

| Risk | Impact |
|---|---|
| RFI 36 unsigned | No TfNSW instruction backing the work |
| AfC drawings different from R0220 | Variation on delta |
| DN900 pipe strike | NCR + flow stoppage — very high |
| Pit >1.5m deep | Confined space +$5-10K |
| Unsigned dockets | Unpaid shifts |

Anything else you need prepped before heading up?

Explanation:
Now I have everything I need. Let me give Rocky a clean breakdown for his site visit with the superintendent tonight.

Key details for 2626 Mack Civil Stormwater Pit:

**Rate Buildup (rev6, $43,355 ex GST):**

Labour - 172 hours total across 31 activities:
- 5 night shifts
- Trade rate: $140/hr (night), Supervisor: $150/hr (night)
- Plus midnight crossing loading ($9,080)

Labour breakdown:
- Pour 1 (base + haunching): ~53 hrs (2 lads × 4hr mob + 2 lads × 4hr reo base + 2 lads × 4hr pour base + 2 lads × 8hr haunching)

- Pour 2 (walls): ~48 hrs (2 lads × 8hr form walls + 2 lads × 8hr fix steel walls + 2 lads × 4hr pour walls)
- Top slab: ~26 hrs (2 lads × 4hr soffit + 1 lad × 2hr perimeter + 2 lads × 4hr steel + 2 lads × 4hr pour)
- Penetration works: ~16 hrs (2 lads × 2hr each for 3 penetrations + 2 lads × 4hr break-back)
- General labor and finishing: ~15 hrs (step iron install, grate frame, lintel, Bituthene, edge finishing, curing compound, backfill, supervisor admin)
- Admin and compliance: ~24 hrs (supervisor inspection, daywork dockets, quality plan prep, SWMS documentation, midnight crossing)

That's 172 hours total across the five-night program. The crew would be two tradespeople plus one supervisor, with some activities like the PQP and SWMS prep happening during the day before we mobilize.

For the site meeting, the critical issue is that RFI 36 still hasn't been signed by Mack Civil—that's the blocker preventing us from confirming the final scope.