Foundation Sinking, Cracking or Settling?? Call 415-457-5658 for a prompt, reliable estimate from our experienced estimator. RWR has been repairing foundation cracks, doing excavation, and drilling work in Berkeley for over 24 years. You will see our trucks and equipment working on homes in Berkeley, the Berkeley Hills, and Kensington neighborhoods.

Call us for a prompt detailed estimate like the one below to correct foundation problems, fix drainage issues, perform structural work, and repair driveways and walls in the Berkeley area:

This is an estimate based on plans. The scope of work includes clean up of slide debris, installing wood lagged soldier pier retaining wall, Diversion Barrier Wall, installation of temporary drain pipe, erosion control items per plans and Visqueen covering. The price includes all labor and material to complete the work as per the itemized scope of work below.

Scope of Work

Mobilization and Layout
• Mobilize to jobsite with necessary equipment to complete job (See notes below).
• Layout to be completed per plans and specifications with engineer approval.
• Any additional survey costs are not included
• Daily Cleanup
• Final Cleanup
Slide Debris
• Remove all loose modular blocks, concrete with patio stone, trees, brush and other identified debris from slide area and grade as necessary to prevent ponding.
• Access will occur from 10 Tara View back patio to driveway. Much of existing patio will be demolished to make ramp access. Oak tree in patio to be removed.
• Existing wall to remain. Modular walls not loose to remain.
• No off haul of earth spoils

Wood Lagged Soldier Pier Retaining Wall

Drill
• Drill sixteen (16) 18” diameter x 10 ft maximum depth pier holes using small excavator. Final Depth to be determined by soils engineer. Additional cost per ft plus cost of I beam. Standard drilling conditions.
• No off haul of drill spoils.

Steel I Beams
• Install steel I beam post W8 x 18 a maximum of 16 ft in length per plans and specifications (See notes below)
• I beams to be coated with two coats of metal primer and one coat of flat back exterior over exposed portions of beam per plans.
• Place concrete in pier hole per plans and specifications (See table).
Note: Estimate assumes wall height maximum of 6 ft and depth of pier hole at 10 ft. per wall schedule with 6 ft pier spacing. Price to be adjusted for change in assumption.

Wood Lagging
• Install wood lagging with 4 x 12 pressure treated wood lagging per plans and specifications to a maximum height of 6 ft. Cut ends to be treated with preservative treatment.

Drainage
• Install a drain rock pocket behind wall approximately 1 ft back from wall and cap with a 1 ft native soil cap.
• Pocket includes 4” perforated SDR 35 pipe.
• Connect to temporary drain lines to be installed.
• Backfill voids behind wall with native soils. Additional cost for any import required.
Diversion Barrier Wall

Drill
• Drill eleven (11) 18” diameter x 16 ft maximum depth pier holes using small excavator. Final Depth to be determined by soils engineer. Additional cost per ft plus cost of I beam. Standard drilling conditions.
• No off haul of drill spoils.

Steel I Beams
• Install steel I beam post W8 x 21 a maximum of 22 ft in length per plans and specifications (See notes below)
• I beams to be coated with two coats of metal primer and one coat of flat back exterior over exposed portions of beam per plans.
• Place concrete in pier hole per plans and specifications (See table).
Note: Estimate assumes wall height maximum of 6 ft and depth of pier hole at 16 ft. per wall schedule with 6 ft pier spacing.

Wood Lagging
• Install wood lagging with 4 x 12 pressure treated wood lagging per plans and specifications to a maximum height of 6 ft. Cut ends to be treated with preservative treatment.
Erosion Control and Drainage
• Install fiber roll and silt fence per plans and specifications.
• Cover entire slide area with 6 mil visqueen plastic per plans and specifications.
• Anchor visqueen with anchored sand bags
• Install temporary drain lines using 4 inch, 6 inch and 8 inch flexible lines connecting all up slope drainage as directed by engineer.
• At bottom of slide area install a dissipater per plans and specifications. All temporary drainage to be connected to dissipater.

Qualifications and Clarifications
• Job is bid as package.
• Includes one mobilization only.
• Prices are subject to adequate supply of wood, steel, rock, concrete, and asphalt, PVC resins, PVC pipe, fittings at prices quoted at bid time and are good for 30 days.
• Proposal is based on working std 40 hours per week, 5 work days and mutually agreeable schedules.
• Survey of property lines must be done by licensed surveyor. Survey points must be provided.
• Price assumes site is dry and work can be performed in normal fashion. Due to time of year there may be additional costs if site becomes wet.
• Deposit with progress payments every two weeks. No retention.

Exclusions
• Cost of plans, permits, bonds, testing and inspections.
• Any additional work due to utilities including buried pipes or irrigation pipes unless noted.
• Increased costs of excavation or drilling due to hard rock, caving or underground water. (Hard rock excavation is defined as material that requires the use of pneumatically or hydraulically operated hammers or rams to excavate.) (Hard rock drilling is defined as a penetration rate slower than 1 ft. in 5 minutes).
• Replacement of damaged landscaping, driveway or fence. (Driveway will have much activity and shows extensive damage – No allowance has been made for driveway repair).
• Excavation and off hauling of hazardous materials, underground tanks, or materials unacceptable at dumps.
• Any work related to landscaping, fences or gates except as outlined
• Survey of property lines
• Landscaping or irrigation
• Excludes electrical and plumbing
• Off haul of slide spoils

Foundation Sinking, Cracking or Settling?? Call 415-457-5658 for a prompt, reliable estimate from our experienced estimator. RWR has been repairing foundation cracks, doing excavation, and drilling work in Berkeley for over 24 years. You will see our trucks and equipment working on homes in Berkeley, the Berkeley Hills, and Kensington neighborhoods.

Call us for a prompt detailed estimate like the one below to correct foundation problems, fix drainage issues, perform structural work, and repair driveways and walls in the Berkeley area:

This estimate is based on architectural and structural drawings, structural drawings and a grading plan which includes drainage detail. The scope of work includes drilling, installing concrete reinforced piers, grade beams, concrete retaining walls, slabs and drainage. Our price includes all labor and material to complete the work as per the itemized Scope of Work below.

Scope of Work
Mobilization and Layout
• Mobilize to jobsite.
• General contractor to provide Layout. Contractor is not responsible for any errors as a result of layout.
• Daily Cleanup
• Final Cleanup

Piers
• Drill twenty seven (27) 18” diameter x 11 ft deep maximum piers, ten (10) 18” diameter x 18 ft deep maximum piers and eight (8) 18” diameter x 15 ft deep maximum piers per plans and specifications S2.0 and 8/S4.1. Final depths to be determined by soils engineer. See hard rock drilling conditions.
• Install twenty seven (27) 18” diameter x 11 ft deep concrete reinforced piers, ten (10) 18” diameter x 18 ft deep concrete reinforced piers and eight (8) piers x 15 ft deep concrete reinforced piers per plans and specifications S2.0 and 8/S4.1
• Additional cost per foot installed. No Deduct.
• Off haul of pier spoils from site.

Grade Beams
• Excavate for grade beam and footings approximately 658 linear ft. Use Grade Beam Schedule on S2.0. Off haul spoils from site.
• Install concrete reinforce grade beam approximately 658 linear ft. per Grade Beam Schedule on S2.0.

Retaining Walls
• Install concrete reinforced retaining walls approximately 112 linear ft of retaining walls a maximum of 8 ft high per plans and specifications S2.0 with appropriate detail. Walls are a maximum of 1 ft thick.
• Install concrete reinforced stem walls approximately 234 linear ft a maximum of 6 inches thick.
Drainage
• Include approximately 827 sq. ft of Miradrain 6000 on back of walls per plans and specifications for drainage.
• Include approximately 827 sq. ft of Paraseal on back of walls per plans and specifications for drainage for water proofing.
• Install a rock pocket per plans and specifications L2.0 and 7/L-5 next to house a maximum of 1ft thick x 1 ft wrapped in Mirafi 140N filter fabric or equivalent per plans and specifications.
• Include approximately 250 linear ft of 4” perforated SDR 35 pipe capturing a maximum of eight downspouts and 4 surface drains per plans and specifications L2.0.
• Include approximately 22 linear ft of tight 6 inch pipe behind home connected to 20 ft of perforated 6 inch pipe for dissipation.

Slabs

• Install in interior of house 436 sq ft 10” thick concrete slab, over 2” sand, over vapor barrier membrane (maximum 6 mil) and 6” of crushed rock base. Reinforcement to be #4 rebar at 36” o.c. each way (top) and #4 e.w. @ 12” o.c. (bottom).
• Install in interior of house approximately 1300 sq ft 6” thick concrete slab, over 2” sand, over vapor barrier membrane (maximum 6 mil) and 6” of crushed rock base. Reinforcement to be #4 rebar at @ 12” o.c.

Note: This bid assumes contractor will be performing services as a Subcontractor to a General Contractor. Bid assumes contract will utilize standard contractual provisions. It reserves the right to accept or reject General Contractor’s contractual provisions.

Exclusions
• Cost of plans, permits, bonds, testing and inspections.
• Increased cost of drilling or excavation due to hard rock, underground water or caving soils. (Hard rock drilling is defined as a penetration rate slower than 1 ft. in 5 minutes.) (Hard rock excavation is defined as material that cannot be excavated with a conventional backhoe or excavator bucket.)
• Any work on utilities including buried pipes or irrigation pipes.
• Replacement of damaged landscaping.
• Embedments into concrete other than foundation bolts. General contractor to provide and install all brackets. General contractor to provide all hold down bolts.
• Excavation and off hauling of hazardous materials, underground tanks, or materials unacceptable at dumps.
• Additional drainage not specifically outlined in this proposal.
• Topping Slab
• Electrical or Plumbing
• Backfill and Compaction of any soils not outlined in this proposal.
• Importation of backfill material except as noted.
• Earth Shoring
• Steel Posts

Foundation Sinking, Cracking or Settling?? Call 415-457-5658 for a prompt, reliable estimate from our experienced estimator. RWR has been repairing foundation cracks, doing excavation, and drilling work in Berkeley for over 24 years. You will see our trucks and equipment working on homes in Berkeley, the Berkeley Hills, and Kensington neighborhoods.

Call us for a prompt detailed estimate like the one below to correct foundation problems, fix drainage issues, perform structural work, and repair driveways and walls in the Berkeley area:

This estimate is based on architectural drawings and Structural Drawing. The project includes demolition, excavation, infill, piers and retaining walls. Our price includes all labor and material to complete the work as per the itemized Scope of Work below.

Scope of Work

Mobilization and Layout
• Mobilize to jobsite.
• Daily Cleanup
• Final Cleanup

Side Retaining Wall

Piers
• Drill twelve (12) 18” diameter x 12ft. deep piers per plans and specifications S2 and 2/C2. Final depths to be determined by soils engineer.
Note: Plan calls for helical piers. Material is too hard for installation of this type of pier. Per Art Lang the detail used is the same as the front wall.
• Install twelve (12) 18” diameter x 12ft deep concrete reinforced piers per plans and specifications S2 and 2/C2. Additional cost per foot installed.
• Off haul all pier spoils from site (See Notes on off haul).

Footing
• Excavate for new footing approximately 73 linear ft 1.5ft. x 1.5 ft per plans and specifications S2 and 2/C2.
• Install approximately 73 linear ft of concrete reinforced footings 1.5ft. x 1.5ft. as specified in plans and specifications S2 and 2/C2.

Retaining Walls
• Install 10 inch wide concrete reinforced retaining wall in rear side per plans and specifications S2 and 2/C2. Maximum height is 5ft and maximum wall length is 73 linear ft.
Note: Plans do not show any drainage. See alternative on drainage.

Backfill and Compaction
• Backfill per plans and specifications in as required.
• Estimated Backfill is 31 cubic yds.

Back Retaining Wall

Demolition and Excavation
• Remove existing rock wall
• Excavate back per plans and specifications S2 for installation of new retaining wall.
• Remove existing concrete per plans and specifications S2.
• Off haul concrete and debris from site.
• Off haul all excavation spoils from site (See Notes on off haul).

Note: Existing trees to be removed by others.

Footing
• Excavate for new footing 98 linear ft. 1.3ft x 6ft. per plans and specifications S2, C1 and 8/S.1. Note: Wall is concrete not block wall.
• Install approximately 98 linear ft 1.3ft x 6ft. of concrete reinforced footings as specified in plans and specifications S2, C1 and 8/S.1.

Retaining Walls
• Install 10 inch wide concrete reinforced retaining wall in back rear side per plans and specifications S2, C1 and 8/S.1. Wall height varies from 3.5 ft to a maximum height of 8ft and maximum wall length is 98 linear ft. Square footage is approximately 584 sq. ft.
• Install drain rock behind wall a maximum of 1ft thick wrapped in filter fabric.
• Include 4” perforated pipe SDR 35 at bottom of rock approximately 98 linear ft.
Note: Plans do not show final exit for water. Final exit is additional. See alternative on drainage.

Backfill and Compaction
• Backfill per plans and specifications in as required.

Side Area (West Side)
Demolition and Excavation
• Remove existing wall and existing footing
• Off haul concrete and debris from site.

Footing
• Excavate for two new footings approximately 23 linear ft. 1.3ft high x 6ft. wide per plans and specifications S2, C1 and 8/S.1. Note: Wall is concrete not block wall.
• Install two new footings for walls approximately 23 linear ft of concrete reinforced footings 1.3ft x 6ft.as specified in plans and specifications S2, C1 and 8/S.1.

Retaining Walls
• Install (2) 10 inch thick concrete reinforced retaining walls on side of house with the one wall approximately 15.5 ft long x 6ft in height and the other wall approximately 7.5 ft. long x 6ft height per plans and specifications S2, C1 and 8/S.1. Square footage for two walls is approximately 116 sq. ft.
• Install drain rock behind wall a maximum of 1ft thick wrapped in filter fabric.
• Include 4” perforated pipe SDR 35 at bottom of rock approximately 23 linear ft.
Note: Plans do not show final exit for water. Final exit is additional. See alternative on drainage.

Backfill and Compaction
• Backfill and provide for fill per plans and specifications in as required (C1).

Stairs
• Install new concrete stairs per plans and specifications C1. Note: No detail for stairs shown. Does not include new stairs next to upper large retaining wall.

Front Retaining Wall

Demolition and Excavation
• Remove existing curb and footing per plans and specifications C2.
• Off haul concrete and debris from site.

Piers
• Drill sixteen (16) 18” diameter x 12ft. deep piers per plans and specifications S2 and 2/C2. Final depths to be determined by soils engineer.
• Install sixteen (16) 18” diameter x 12ft deep concrete reinforced piers per plans and specifications S2 and 2/C2.
• Off haul all pier spoils from site (See Notes on off haul).
Footing
• Excavate for new footing approximately 99 linear ft 1.5’ x 1.5 ft per plans and specifications C2 and 2/C2.
• Install approximately 99 linear ft of concrete reinforced footings 1.5’ x 1.5’ as specified in plans and specifications C2 and 2/C2.

Retaining Walls
• Install 10 inch wide concrete reinforced retaining wall across front per plans and specifications C2 and 2/C2. Maximum height is 5ft and maximum wall length is 99 linear ft.
Note: Plans do not show any drainage. See alternative on drainage.

Backfill and Compaction
• Backfill per plans and specifications in as required.
• Estimated backfill is 59 cubic yds. (See Notes on off haul).

Cap
• Install cap approximately 2ft wide x 99 linear ft and approximately 6” thick.
• Include 6” curb on top of wall (exclude guardrail on top)
Note: This project includes excavation and pier spoils along with several different points of infill. Net is off haul of 87 cubic yards. Excavation includes allowance for 87 cubic yards of off haul (Total for entire project). Bid is based upon access with 10 yard trucks and requires all spoils to be off hauled to Redwood Landfill. Any deviation from these assumptions will result in additional cost. Soil to be compacted per Engineer specifications and approval.

Side Wall
Back Retaining Wall
Side Area (West Side)
Front Wall
Off Haul

Note: The breakdown of prices is for illustration only. Price will need to be adjusted if only part of the work is performed.
Drainage (Alternative #1)

• Plan does not show drainage for front retaining wall and side retaining wall. In addition no detail for final exit to street. Alternative includes drainage for both side wall and front retaining wall along with connecting all perf pipe to front of house.
• Install approximately 37 cubic yds of ¾” crushed drain rock behind retaining walls a maximum of 1ft thick wrapped in Mirafi 140N filter fabric or equivalent and approximately 1ft of soil compacted on top of rock pocket behind walls.
• Include approximately 175 linear ft. of 4” perforated pipe SDR 35 in drain rock behind walls.
• Perforated pipe to be connected to 4” tight pipe SDR 35 and exited to front of house (Street and driveway). Approximately 50 linear ft of pipe.
Exclusions
• Cost of plans, permits, bonds, testing and inspections.
• Increased cost of drilling or excavation due to hard rock, underground water or caving soils. (Hard rock drilling is defined as a penetration rate slower than 1 ft. in 5 minutes.) (Hard rock excavation is defined as material that cannot be excavated with a conventional backhoe or excavator bucket.)
• Demolition of any concrete footings greater than 18” or any concrete slabs or asphalt greater than 4” thick.
• Layout
• Removal of existing trees
• Railing or Fences on top of retaining walls.
• Cost for any carpentry/woodwork except that necessary for installation of concrete.
• Any work on utilities including buried pipes or irrigation pipes.
• Replacement of damaged landscaping.
• Embedment into concrete other than foundation bolts.
• Excavation and off hauling of hazardous materials, underground tanks, or materials unacceptable at dumps.
• Additional drainage not specifically outlined in this proposal including dissipater and connection of downspouts.
• Compaction of any soils not outlined in this proposal.
• Importation of backfill material except as noted.
• Plaster or Rock facing on Retaining Walls
• Electrical or Plumbing
• Driveway surface including asphalt, concrete or pavers or bedding sand.
• Flat work for concrete or asphalt including driveway
• Driveway excavation
• Rock wall directly in front of house

Foundation Sinking, Cracking or Settling?? Call 415-457-5658 for a prompt, reliable estimate from our experienced estimator. RWR has been repairing foundation cracks, doing excavation, and drilling work in Berkeley for over 24 years. You will see our trucks and equipment working on homes in Berkeley, the Berkeley Hills, and Kensington neighborhoods.

Call us for a prompt detailed estimate like the one below to correct foundation problems, fix drainage issues, perform structural work, and repair driveways and walls in the Berkeley area:

This estimate is based on structural drawings. The proposal is for the installation of the repairs and up-grades to the house foundation as shown on S2. Our price includes all labor and material to complete the work as per the itemized Scope of Work below.

Scope of Work
See sheet one

Notes
• Elevations and secured batter boards to be provided by General Contractor performing the remainder of the project.
• General contractor to provide access to the rear yard of the property for drilling operations with track rig equipment and off-hauling operations with a track loader.
• All soft demolition and hard demolition to be provided by General contractor as well as openings inside the existing house for access and or pipe pile installation.
• Broken-down numbers are not self-supporting. The bid is provided as package.

Qualifications and Clarifications
• Job is bid as package unless agreement to otherwise
• Includes one mobilization only.
• Prices are subject to adequate supply of rock, concrete, asphalt, PVC resins, PVC pipe, fittings at prices quoted at bid time and are good for 30 days.
• Proposal is based on working std 40 hours per week, 5 work days and mutually agreeable schedules.
• Progress payments every two weeks.

Note: This bid assumes contractor will be performing services as a Sub-contractor to a General Contractor. Bid assumes contract will utilize standard contractual provisions. It reserves the right to accept or reject General Contractor’s contractual provisions.

Exclusions
• Cost of plans, permits, bonds, testing and inspections.
• Increased costs of excavation or drilling due to hard rock, underground water or caving. (Hard rock drilling is defined as a penetration rate slower than 1ft. in 5 minutes). (Hard rock excavation is defined as material that requires the use of a pneumatic or hydraulic breaker to excavate).
• Demolition of existing slabs over 4” thick or concrete foundations deeper than 12 inches from existing grades.
• Underpinning/haunch installation to foundations deeper than 12” from existing grades.
• Hard or soft demolition.
• Structural/earth shoring.
• Metal I-beams/metal work or any related not mentioned above.
• Provide or install of shrink/leveling grout.
• Excavation of hazardous materials, underground tanks, or materials unacceptable at dumps.
• Architectural concrete, color concrete or any type of special concrete finish product.
• Additional cost due to utility obstructions including any additional work on underground utilities or buried pipes.
• Supply or installation of embedments other than foundation “J” bolts.

Foundation Sinking, Cracking or Settling?? Call 415-457-5658 for a prompt, reliable estimate from our experienced estimator. RWR has been repairing foundation cracks, doing excavation, and drilling work in Berkeley for over 24 years. You will see our trucks and equipment working on homes in Berkeley, the Berkeley Hills, and Kensington neighborhoods.

Call us for a prompt detailed estimate like the one below to correct foundation problems, fix drainage issues, perform structural work, and repair driveways and walls in the Berkeley area:

This estimate is based on a site visit and direction. The scope of work is for excavating for a new grade beam, installing a new concrete reinforced grade beam with 8 new tiebacks. The price includes all labor and material to complete the work as per the itemized scope of work below. Price is subject to receipt of approved plans for construction.

Scope of Work

Mobilization and Layout
• Mobilize to jobsite with drilling rigs, along with other necessary equipment to complete job (See notes below).
• Note: Existing wood deck to be removed by others.
• Daily Cleanup
• Final Cleanup

Grade Beam
• Excavate for new grade beam per plans and specifications
• Install new concrete reinforced grade beam per plans and specifications.

Tiebacks
• Drill eight (8) 6 inch diameter holes to a maximum of 35 ft per plans and specifications. See hard rock drilling conditions. Final depth to be determined by testing and soils engineer.
• Install eight (8) 1 inch diameter double corrosion tieback bars (KSI 75) per plans and specifications.
• Grout tieback bars per specifications with cement grout of 3500 PSI. Tiebacks are to include 10 ft of unbonded length with remaining to be bonded for a maximum total of 35 ft.
• Include 8”x8”x1” anchor plate with anchor nut and sealing cap
• Grout sleeve included
• Off haul spoils from site.
• Pull test tiebacks to test load of 45 kips and lock off at 35 kips per plans and specifications and lock off per plans and specifications.

Qualifications and Clarifications
• Job is bid as package.
• Includes one mobilization only.
• Prices are subject to adequate supply of wood, steel, rock, concrete, and asphalt, PVC resins, PVC pipe, fittings at prices quoted at bid time and are good for 30 days.
• Proposal is based on working std 40 hours per week, 5 work days and mutually agreeable schedules.
• Contractor is not responsible for survey lines. Survey of property lines must be done by licensed surveyor.
• With deposit. Progress payments every two weeks.
• Estimate is contingent on engineering plans and specifications.

Exclusions
• Cost of plans, permits, bonds, testing and inspections.
• Any additional work as a result of utilities including buried pipes or irrigation pipes unless noted.
• Increased costs of excavation or drilling due to hard rock, caving or underground water. (Hard rock excavation is defined as material that requires the use of pneumatically or hydraulically operated hammers or rams to excavate.) (Hard rock drilling is defined as a penetration rate slower than 1 ft. in 5 minutes).
• Replacement of damaged landscaping, driveway or fence.
• Excavation and off hauling of hazardous materials, underground tanks, or materials unacceptable at dumps.
• Any work related to landscaping, fences or gates except as outlined
• Embedment into concrete other than standard foundation bolts
• Survey of property lines
• Landscaping or irrigation
• Excludes electrical and plumbing
• Carpentry except as needed for installation of concrete
• Earth or structural shoring
• Demo, repair or replacement of wood deck
• Drainage

Foundation Sinking, Cracking or Settling?? Call 415-457-5658 for a prompt, reliable estimate from our experienced estimator. RWR has been repairing foundation cracks, doing excavation, and drilling work in Berkeley for over 24 years. You will see our trucks and equipment working on homes in Berkeley, the Berkeley Hills, and Kensington neighborhoods.

Call us for a prompt detailed estimate like the one below to correct foundation problems, fix drainage issues, perform structural work, and repair driveways and walls in the Berkeley area:

This is a preliminary estimate based on assumptions made and a site visit. This is a preliminary price without the benefit of geotechnical recommendations or plans by a structural engineer. The price is contingent on receipt of geotechnical recommendations and final plans for construction by a structural engineer. The proposal consists of demo, drilling, excavation, concrete piers with haunches and grade beam. Our price includes all labor and material to complete the job as per the itemized “Scope of Work” below.

Scope of Work

Phase I (Outside Perimeter Only)

Mobilize and Demo
• Mobilize to jobsite with portable drilling equipment and other necessary equipment to complete work.
• Supervision.
• Demobilize

Drilling
• Drill a maximum of twelve (12) 18 inch holes a maximum of 20 ft deep per plans and specifications.
• See drilling conditions and exclusions. Final depths to be determined by soils engineer.
• Note: No soils report.
• Place cage in hole and install concrete in hole per plans.
• Off haul drilling spoils.

Concrete
• Excavate for twelve (12) new haunches per plans and specifications.
• Drill and install with epoxy #3 dowels @ 12 in o.c. top and bottom per plans
• Install new concrete reinforced haunches per plans and specifications
• Install exterior grade beams per plans and specifications.

Phase II (Interior Repairs)
Drilling
• Drill a maximum of six (6) 18 inch holes a maximum of 20 ft deep per plans and specifications.
• See drilling conditions and exclusions. Final depths to be determined by soils engineer.
• Note: No soils report.
• Place cage in hole and install concrete in hole per plans.
• Off haul drilling spoils.

Concrete
• Install interior grade beams per plans and specifications.
• Install new interior wall at garage/house intersect

General Repair
• Perform necessary repairs framing, floor and rock as necessary
`

Phase III (Driveway Wall)
Tiebacks
• Install five (5) tiebacks a minimum of 20 ft deep per plans and specifications.
• See drilling conditions and exclusions. Final depths to be determined by soils engineer.
• Note: No soils report.
• Install Steel whaler to lock existing wall off with tiebacks.
Qualifications and Clarifications
• Job is bid as package unless agreement to otherwise.
• Itemized prices are provided for illustrative purposes only and are not self supporting.
• Includes one mobilization only.
• Prices are subject to adequate supply of rock, concrete, asphalt, PVC resins, PVC pipe, fittings at prices quoted at bid time and are good for 30 days.
• Proposal is based on working std 40 hours per week, 5 work days and mutually agreeable schedules.
• Progress payments every two weeks.
• Price is preliminary and is subject to final drawings for construction.

Exclusions
• Cost of plans, permits, bonds, testing and inspections.
• Any additional work as a result of utilities including buried pipes or irrigation pipes unless noted.
• Increased costs of excavation or drilling due to hard rock, caving or underground water. (Hard rock excavation is defined as material that requires the use of pneumatically or hydraulically operated hammers or rams to excavate.) (Hard rock drilling is defined as a penetration rate slower than 1 ft. in 5 minutes).
• Erosion control or winterization.
• Supply of embedments or holdowns other than foundation J bolts.
• Brackets, metal straps or posts
• Excavation of hazardous materials, underground tanks, or materials unacceptable at dumps.
• Survey of property lines
• Landscaping, irrigation or replacement
• Excludes electrical and plumbing including UFR
• Drainage and waterproofing
• Leveling of existing building