PM Construction & Rehab, LLC – ITB: D/M/WBE Certified Firms
Project: Wastewater Collection System Cross Bores Remediation – File No. 4235-128
Project Location: Houston, TX
Bid Due Date: 06/26/2025
Quotes Returned: 06/24/2025
Scopes:
Clean/CCTV:
- Cleaning 6”-10” Gravity Sanitary Sewer, ALL Depths – 35,000 LF
- Cleaning 12”-15” Gravity Sanitary Sewer, all depths – 3,500 LF
- Cleaning 16”-24” Gravity Sanitary Sewer, all depths – 3,500 LF
- Cleaning 26”-30” Gravity Sanitary Sewer, all depths – 500 LF
- Cleaning 33”-48” Gravity Sanitary Sewer, all depths – 500 LF
- Mechanical Cleaning 6”-10” Sewer, all depths – 40 LF
- Mechanical Cleaning 12”-15” Sewer, all depths – 40 LF
- Debris Collection, Removal, Transportation and Disposal – 30 WET TON
- TV Inspection 6”-10” Gravity Sanitary Sewer, all depths – 35,000 LF
- TV Inspection 12”-15” Gravity Sanitary Sewer, all depths – 3,500 LF
- TV Inspection 16”-24” Gravity Sanitary Sewer, all depths – 3,500 LF
- TV Inspection 26”-30” Gravity Sanitary Sewer, all depths – 500 LF
- TV Inspection 33”-48” Gravity Sanitary Sewer, all depths – 500 LF
Open Cut:
- Cross Bore Sewer Point Repair 6”-10”, up to 10’ Depth – 40 EA
- Pipe Replacement Beyond Cross Bore Point Repair 6”-10”, up to 10’ depth – 400 LF
- Cross Bore Sewer Point Repair 6”-10”, 10’-15’ depth – 10 EA
- Pipe Replacement Beyond Cross Bore Point Repair 6”-10”, 10’-15’ depth – 100 LF
- Cross Bore Sewer Point Repair 6”-10”, 15’-20’ depth – 5 EA
- Pipe Replacement Beyond Cross Bore Point Repair 6”-10”, 15-20’ depth – 50 LF
- Cross Bore Sewer Point Repair 12”-15”, up to 10’ Depth – 5 EA
- Pipe Replacement Beyond Cross Bore Point Repair 12”-15”, up to 10’ depth – 50 LF
- Cross Bore Sewer Point Repair 12”-15”, 10’-15’ depth – 5 EA
- Pipe Replacement Beyond Cross Bore Point Repair 12”-15”, 10’-15’ depth – 50 LF
- Cross Bore Sewer Point Repair 12”-15”, 15’-20’ depth – 5 EA
- Pipe Replacement Beyond Cross Bore Point Repair 12”-15”, 15-20’ depth – 50 LF
- Cross Bore Sewer Point Repair 16”-24””, up to 10’ Depth – 4 EA
- Pipe Replacement Beyond Cross Bore Point Repair 16”-24”, up to 10’ depth – 40 LF
- Cross Bore Sewer Point Repair 16”-24”, 10’-15’ depth – 4 EA
- Pipe Replacement Beyond Cross Bore Point Repair 16”-24”, 10’-15’ depth – 40 LF
- Cross Bore Sewer Point Repair 16”-24”, 15’-20’ depth – 4 EA
- Pipe Replacement Beyond Cross Bore Point Repair 16”-24”, 15-20’ depth – 40 LF
- Cross Bore Sewer Point Repair 27”-30””, up to 15’ Depth – 4 EA
- Pipe Replacement Beyond Cross Bore Point Repair 27”-30”, up to 15’ depth – 40 LF
- Cross Bore Sewer Point Repair 27”-30”, 15’-20’ depth – 2 EA
- Pipe Replacement Beyond Cross Bore Point Repair 27”-30”, 15’-20’ depth – 20 LF
- Cross Bore Sewer Point Repair 33”-36””, up to 15’ Depth – 2 EA
- Pipe Replacement Beyond Cross Bore Point Repair 33”-36”, up to 15’ depth – 20 LF
- Cross Bore Sewer Point Repair 33”-36”, 15’-20’ depth – 2 EA
- Pipe Replacement Beyond Cross Bore Point Repair 33”-36”, 15’-20’ depth – 20 LF
- Cross Bore Sewer Point Repair 42”, up to 15’ Depth – 2 EA
- Pipe Replacement Beyond Cross Bore Point Repair 42”, up to 15’ depth – 20 LF
- Cross Bore Sewer Point Repair 42”, 15’-20’ depth – 2 EA
- Pipe Replacement Beyond Cross Bore Point Repair 42”, 15’-20’ depth – 20 LF
- Cross Bore Sewer Point Repair 48”, up to 15’ Depth – 2 EA
- Pipe Replacement Beyond Cross Bore Point Repair 48”, up to 15’ depth – 20 LF
- Cross Bore Sewer Point Repair 48”, 15’-20’ depth – 2 EA
- Pipe Replacement Beyond Cross Bore Point Repair 48”, 15’-20’ depth – 20 LF
- Removal and Replacement of Wooden or Chain Link Fence, all heights. With all new Materials, Approved lengths – 500 LF
- Removal and Replacement of 4-1/2” Concrete Sidewalk Incl. Reinforcement – 100 SY
- Removal and Replacement of 6” Concrete Drivewaty Incl. Reinforcement – 200 SY
- Removal and Replacement of 8” Concrete Pavement Incl. Reinforcement – 300 SY
- Removal and Replacement of 8”-10” Concrete Slab using 5,000psi High Early Strength Concrete, Incl Expansion Joints, and Adjustments/Repairs of Inlets, Manholes and Water Valves as needed – 40 CY
- Removal and Replacement of up to 2” Hot-Mix Asphaltic Concrete (Type D), Including Tank Coat – 750 CY
- Removal and Replacement of Semi-Rigid Base (or Approved Alternative) – 600 SY
- Saw Joint (Not with Jack Hammer) Of concrete/Asphalt Pavement, all depths, as needed. – 2,000 LF
Open Cut (Continued):
- Adjust/Reset Manhole with New frame and cover up to one foot – 20 EA
- Adjust/Reset Manhole with Existing frame and cover up to one foot – 20 EA
- Adjust/Reset manhole, Excess over one foot – 30 VF
- Raise Existing Manhole (per Manhole detail-1) – 20 VF
- Rehab of Manhole by 1” thick concrete liner Approved Mix Design (Including bench work) – 150 VF
- Manhole Inserts – 20 EA
- Rehabilitation of Manhole Benches and Inverts per Manhole Detail-2(only when constructed without wall lining) – 12 EA
- Sanitary Sewer Cleanout per Standard 12-inch Cleanout Detail on Service Lateral – 15 EA
- Sanitary Service cleanout per standard 6-inch cleanout detail on service lateral (residential) – 20 EA
- Sanitary Service cleanout per standard 4-inch cleanout detail on service lateral (for single family residence only) – 150 EA
- Remove and replace or install new Std. manhole, 5’ to 8’ depth, with all joints & connections (pre-cast concrete) – 3 EA
- Extra depth for new or replacement std. manhole, over 8’ depth (pre-cast concrete or fiberglass) – 10 VF
- Install shallow manhole, less than 5’ depth, with all joints & connections (pre-cast concrete or fiberglass) – 3 EA
- Additional manhole base in wet (unstable) Sand with piles as per detail – 3 EA
- Remove and replace or install new 4-foot diameter fiberglass manhole on MRC sanitary sewers, all depths – 3 EA
- Remove and replace or install new 4’-6’ diameter fiberglass manhole on MRC sanitary sewers, all depths – 3 EA
- Remove and replace or install new std. fiberglass manhole 5’-8’ depth – 3 EA
- Critical Locate – Vacuum Excavation/Hydro Excavation (includes equipment, disposal of debris, labor and backfill)*(minimum 4 hours per location)(Whe approved by project manager) – 150 HOUR
- Special Excavation around utilities by hand (when approved by project manager) – 80 CY
- Hand Excavation entry/exit pits, up to 8’ depth(when approved by project manager) – 3 EA
- Hand Excavation entry/exit pits, up to 8’ to 15’ depth(when approved by project manager) – 2 EA
- Milling of Pavement, up to 5’ depth – 165 SY
- Asphalt overlay 2”HMAC, with tack coat – 1,100 SY
- Abandonment of point repairs, all sizes, all depths – 30 EA
- Weekend Premium (approved by city) – 10 CREW DAYS
- Trench Safety System from 5’ up to 8’ depth – 3,000 LF
- Trench Safety System from 8’ up to 15’ depth – 300 LF
- Trench Safety System from 15’ up to 20’ depth – 100 LF
- Trench Safety System over 20’ depth – 60 LF
- Abandonment of Sanitary Sewers (grout not to exceed theoretical volumes of sewer by 50%) – 50 CF
- Cement Stabilized Sand Backfill (1.64 Tons / C.Y.) – 1,250 TON
- Removal and Replacement of Concrete Curb and gutter – 200 LF
- Reinforced colored concrete curb ramps with truncated domes – 30 SF
- Obstruction Removal by Excavation, all sizes, up to 10’ depth – 10 EA
- Obstruction Removal by Excavation, all sizes, over 10’ depth – 10 EA
- Cut or Remove Existing Liners from the host pipe, all sizes, all depths – 400 LF
Traffic Control:
- Traffic Control – one lane closure, complete in place – 5 DAY
- Traffic Control – one lane closure, complete in place – 2 WK
- Traffic Control – one lane closure, complete in place – 1 MTH
- Traffic Control – two lane closure, complete in place – 5 DAY
- Traffic Control – two lane closure, complete in place – 2 WK
- Traffic Control – two lane closure, complete in place – 1 MTH
- Traffic Control – one lane closure, complete in place for Major Thoroughfare – 5 DAY
- Traffic Control – one lane closure, complete in place for Major Thoroughfare – 2 WK
- Traffic Control – one lane closure, complete in place for Major Thoroughfare – 1 MTH
- Traffic Control – two lane closure, complete in place for Major Thoroughfare – 5 DAY
- Traffic Control – two lane closure, complete in place for Major Thoroughfare – 2 WK
- Traffic Control – two lane closure, complete in place for Major Thoroughfare – 1 MTH
- Traffic Control Plan (Mobilization and Demobilization) – 10 EACH
- Extensive Traffic Control Plan (TX DOT, UPRR, ets) – 3 EACH
- Flagmen for Traffic Control (Uniformed Police Officer) – 70 HOUR
- Certified Flagmen for Traffic Control (Not a Peace Officer) – 150 HOUR
- Install Traffic Loop Detector (Concrete and Asphalt Surface) – 60 LF
Sliplining:
- Sliplining 8” Sewer all depths, SDR 21 – 200 LF
Diversion Pumping:
- 6” x 6” diversion pumping setup (up to 500ft of pipe) – 2 SETUP
- 6”-12” Additional pumping setup (up to 500ft of pipe) – 15 LF
- 6” x 6” Pump Operation – 80 HOUR
- 6” x 6” Pump and Piping (for every day in operation) – 2 DAY
- 8” x 8” diversion pumping setup (up to 500ft) – 2 SETUP
- 8” x 8” Pump Operation – 80 HOUR
- 8” x 8” Pump and Piping (for every day in operation) – 2 DAY
- 10” x 10” diversion pumping setup (up to 500ft) – 2 SETUP
- 8” x 8” Pump Operation and Monitoring– 80 HOUR
- 10” x10” Pump and Piping (for every day in operation) – 2 DAY
Dewatering:
- Well Pointing/Dewatering System, all sizes, all depths, with 10’min length setup – 10 EA
Specs/Plans /Questions– Ashden Middlebrooks | ashden.middlebrooks@puriscorp.com | 470-503-5624