B08 IFB Atch 3 - Reach A_Final Design Pricing Schedule.xlsx
XLSX spreadsheet 33 KB Posted
- Attached to
- Natomas Reach A Levee Repairs Federal contract opportunity
- Solicitation number
- W9123821B0012
About this file
This document contains a pricing schedule for a federal solicitation seeking levee repairs. The solicitation number is W9123821B0012 and is seeking bids for repairs to Natomas Reach A Levees. The pricing schedule contains over 30 line items and options for various components of the levee repair work. Items include mobilization, traffic control, signage, access control, SWPPP implementation, silt fencing, clearing, grubbing, excavation, hauling and placing different fill types, geotextiles, instrumentation, cutoff walls, aggregate base, asphalt paving, pumping plant improvements, well destruction, temporary and permanent water and sewer utilities, and relocations. Bid quantities and units of measure are provided for each line item, along with payment terms. The solicitation is being conducted by the Department of the Army Corps of Engineers Sacramento District. Bids are due on August 16, 2021 at 1:00PM PST with an optional site visit on July 8, 2021 at 10:00AM PST.
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Text version
Final M&P Items - BASE
| Item NO. | Description | Estimated | ||
| Quantity | Unit of | |||
| Measure | Unit Price | Total Price | ||
| Components of CLIN 0001 - B-1: Reach A Levee Improvements | ||||
| 1.01 | Mobilization and Demobilization | 1 | JOB | |
| 1.02 | Traffic Control | 1 | JOB | |
| 1.03 | Permanent Signage and Striping | 1 | JOB | |
| 1.04 | Permanent Access Control | 1 | JOB | |
| 1.05 | SWPPP Design and Implementation | 1 | JOB | |
| 1.06 | Temporary Silt Fencing | 1 | JOB | |
| 1.07 | Clearing and Grubbing | 1 | JOB | |
| 1.08 | Stump and Rootball Removal | 1 | JOB | |
| 1.09 | Demolition | 1 | JOB | |
| 1.10 | Top Soil Stripping | 54300 | CY | |
| 1.11 | Erosion Control Seeding | 1 | JOB | |
| 1.12 | Excavation | 83500 | CY | |
| 1.13 | Haul, Place and Compact Type 1 Fill | 71500 | CY | |
| 1.14 | Haul, Place and Compact Type 2 Fill | 16300 | CY | |
| 1.15 | Haul, Place and Compact Type 3 Fill | 178200 | CY | |
| 1.16 | Haul and Place Gravel Drain | 11400 | CY | |
| 1.17 | Haul and Place Sand (ASTM Type C33) | 25700 | CY | |
| 1.18 | Haul and Place Rock-Sand Mix | 5700 | CY | |
| 1.19 | Place Geotextile | 255750 | SF | |
| 1.20 | Temporary Instrumentation | 1 | JOB | |
| 1.21 | Soil-Cement-Bentonite Cutoff wall, STA 770+00 to 846+50, 848+50 to 854+00, and 860+00 to 898+00 (Mix-in-place) | 982000 | SF | |
| 1.22 | Aggregate Base | 55294 | SY | |
| 1.23 | Hot Mix Asphalt Paving | 2020 | CY | |
| 1.24 | Well Destruction | 10 | EA | |
| 1.25 | Temporary Water Services | 1 | JOB | |
| 1.26 | Temporary Sewer Services | 1 | JOB | |
| 1.27 | Water Service Relocations | 1 | JOB | |
| 1.28 | Sewer Service Relocations | 1 | JOB | |
| Total for CLIN 0001 - Reach A Levee Improvements |
American River Common Features (ARCF) Natomas Basin - Reach A - Final Solicitation No.: W9123821B0012 Pricing Schedule Spec No. 2172
Final M&P Items - OPTION 1
| CLIN NO. | Description | Estimated | ||
| Quantity | Unit of | |||
| Measure | Unit Price | Total Price | ||
| Option CLIN 1001 - O-1: Pumping Plant 1B Improvements | ||||
| 1.01 | Pumping Plant 1B Improvements | 1 | JOB | |
| Total for Option CLIN 1001 |
American River Common Features (ARCF) Natomas Basin - Reach A - Final
Pricing Schedule Spec No. 2172
Final M&P Items - OPTION 2
| Item NO. | Description | Estimated Quantity | Unit of Measure | Unit Price | Total Price | ||
| Components of Option 1002 - O-2: Levee Improvements and City Sump 160 Improvements | Measurement Description | Payment Description | |||||
| 1002.1 | Mobilization and Demobilization | 1 | JOB | Unit of Measure: Job. | Payment for mobilization, demobilization, staging areas, temporary construction facilities, acquisition of encroachment permits, and for all other work covered by the Project Specifications must be made at the Contract bid price for item "MOBILIZATION AND DEMOBILIZATION"; which payment must constitute full compensation for all the Work involved in mobilization and demobilization as shown or specified in the Contract documents, and directed by the Contracting Officer. Mobilization must be 60 percent of the Contract bid price. Demobilization must be 40 percent of the Contract bid price. The demobilization cost must include 0.5 percent of the award contract cost for preparation of the final as-built drawings. | ||
| 1002.2 | Traffic Control | 1 | JOB | Unit of Measure: Job. | Payment for providing traffic control, traffic control plan, obtaining local agency permits for traffic control, traffic control signage, related labor, equipment, and materials, and all costs associated therewith must be included in the Contract bid price for item "TRAFFIC CONTROLS"; which payment must constitute full compensation for all the Work involved in traffic control as shown or specified in the Contract documents, and directed by the Contracting Officer. | ||
| 1002.3 | Permanent Signage and Striping | 1 | JOB | Unit of Measure: Job. | Payment for permanent signage and striping must be made at the Contract bid price for item "PERMANENT SIGNAGE AND STRIPING"; which payment must constitute full compensation for furnishing all supplies and labor for installation of all permanent roadway signage and striping, including but not limited to thermoplastic striping, retroreflective markers. | ||
| 1002.4 | Permanent Access Control | 1 | JOB | Unit of Measure: Job. | Payment for permanent access control must be made at the Contract bid price for item "PERMANENT ACCESS CONTROL"; which payment must constitute full compensation for furnishing all supplies and labor for installation of all permanent access control features for the project, including but not limited to fences, gates, bollards, posts, and signage. | ||
| 1002.5 | SWPPP Design and Implementation | 1 | JOB | Unit of Measure: Job. | Payment will be made for SWPPP design and implementation as specified in the Contract documents, and as directed by the Contracting Officer at the Contract bid price for "SWPPP DESIGN AND IMPLEMENTATION"; which payment must constitute full compensation for furnishing all supplies and labor for performing all operations necessary for designing and implementing the SWPPP for the duration of the project. | ||
| 1002.6 | Temporary Silt Fencing | 1 | JOB | Unit of Measure: Job. | Payment will be made for temporary silt fencing at the Contract bid price for "TEMPORARY SILT FENCING"; which payment must constitute full compensation for furnishing all supplies, labor, equipment, materials, and for performing all operations necessary for installing and maintaining silt fencing for the duration of the project and for the removal and disposal of silt fencing. | ||
| 1002.7 | Clearing and Grubbing | 1 | JOB | Unit of Measure: Job. | Clearing and grubbing, and the disposal of the materials from this operation and for all other related Work must be paid at the contract bid price for "CLEARING AND GRUBBING"; which payment must constitute full compensation for furnishing all labor, materials, equipment and incidentals, and doing all work necessary to complete the clearing and grubbing including removal of rocks, debris, concrete rubble, existing AB aggregate surfacing not salvaged, demolition of structures not specified elsewhere, fencing and all other deleterious items and as noted on or specified in the Contract documents and as directed by the Contracting Officer, including disposal or salvage of materials, and restoring all ground surfaces. | ||
| 1002.8 | Stump and Rootball Removal | 1 | JOB | Unit of Measure: Job. | Payment for Stump and Rootball Removal activities, and the disposal of the materials from this operation and for all other related Work, must be paid at the contract bid price for "STUMP AND ROOTBALL REMOVAL"; which payment must constitute full compensation for furnishing all labor, materials, equipment and incidentals, and doing all work necessary to complete the removal of stumps and rootballs as noted on or specified in the Contract documents and as directed by the Contracting Officer, including disposal or salvage of materials, and restoring all ground surfaces including filling of holes that result from stump and rootball removal. | ||
| 1002.9 | Demolition | 1 | JOB | Unit of Measure: Job. | Payment for Demolition activities throughout Reach A shall be made at the Contract bid price for item "DEMOLITION"; which payment must constitute full compensation for all the Work involved in all demolition activities for Reach A, including demolition of concrete ditches and appurtenances, pavement, structures, foundations for structures, utility lines/conduits, fencing, gates, mailboxes, and all other miscellaneous demolition items not otherwise covered in the other lump sum bid items in this contract (e.g. Pumping Plant modifications). | ||
| 1002.10 | Top Soil Stripping | 17300 | CY | Topsoil stripping, removal, and stockpile of materials from this operation must be measured for payment by the cubic yard stripped and quantities will be determined by the average end area method. The basis for measurement will be cross sections of the areas to be stripped taken before and after stripping operations. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed 100 feet. | Payment for stripping will be made at the Contract bid price for "TOPSOIL STRIPPING"; which payment must constitute full compensation for all equipment, labor, materials and incidentals necessary to complete the Work as shown or specified in the Contract documents, or as directed by the Contracting Officer. No separate or direct payment will be made for stockpiling, transportation, loading, unloading, as directed by the Contracting Officer or for dust control of stripped materials. All costs in connection therewith must be included in the unit price for "TOPSOIL STRIPPING". | ||
| 1002.11 | Erosion Control Seeding | 1 | JOB | Erosion Control Seeding will be measured for payment by the acre. The basis of measurement will be based upon the area measured after erosion control seeding. | Payment will be made for erosion control seeding at the Contract bid price for "EROSION CONTROL SEEDING"; which payment must constitute full compensation for all equipment, labor, materials, and incidentals necessary to complete the Work as shown or specified in the Contract documents, or as directed by the Contracting Officer. | ||
| 1002.12 | Excavation | 22700 | CY | Levee excavation will be measured for payment by the cubic yard and quantities will be determined by the average end area method. The basis for measurement will be the actual cross sections of the levee taken after stripping operations and the actual cross sections after levee degrade and cutoff trench excavation to within the specified tolerance. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed 100 feet. Excavation in excess of the design grades as indicated on the plans, including allowable tolerance, will not be accepted. | Payment for levee excavation will be paid at the at the Contract bid price for "LEVEE EXCAVATION"; which payment must constitute full compensation for all equipment, labor, materials, hauling excavated materials to and from stockpile locations or other point of use, and all incidentals necessary to complete the Work as shown or specified in the Contract documents, or as directed by the Contracting Officer. | ||
| 1002.13 | Haul, Place and Compact Type 1 Fill | 3050 | CY | Material specified for levee fill must be measured for payment by the cubic yard, in place, and quantities will be determined by the average end area method to the nearest cubic yard. The basis for measurement will be cross sections of the areas to be filled taken before and after levee excavation operations and embankment construction to the specified tolerances. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed 100 feet. Embankments not constructed to design grade and section including allowable tolerance as indicated on the Contractor's compliance survey will not be accepted. Volumes occupied by drainage structures will not be included in measurement of embankment for payment. | Payment will be made for Type 1 Fill placed as shown or specified in the Contract documents, or as directed by the Contracting Officer, at the Contract bid price for "TYPE 1 FILL"; which payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for foundation preparation and placing and compacting the material, materials testing, surveying, and moisture control. | ||
| 1002.14 | Haul, Place and Compact Type 2 Fill | 50600 | CY | Material specified for levee fill must be measured for payment by the cubic yard, in place, and quantities will be determined by the average end area method to the nearest cubic yard. The basis for measurement will be cross sections of the areas to be filled taken before and after levee excavation operations and embankment construction to the specified tolerances. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed 100 feet. Embankments not constructed to design grade and section including allowable tolerance as indicated on the Contractor's compliance survey will not be accepted. Volumes occupied by drainage structures will not be included in measurement of embankment for payment. | Payment will be made for Type 2 fill placed as shown or specified in the Contract documents, or as directed by the Contracting Officer, at the Contract bid price for "TYPE 3 FILL"; which payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for foundation preparation and placing and compacting the material, materials testing, surveying, and moisture control. | ||
| 1002.15 | Haul, Place and Compact Type 3 Fill | 25900 | CY | Material specified for levee fill must be measured for payment by the cubic yard, in place, and quantities will be determined by the average end area method to the nearest cubic yard. The basis for measurement will be cross sections of the areas to be filled taken before and after levee excavation operations and embankment construction to the specified tolerances. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed 100 feet. Embankments not constructed to design grade and section including allowable tolerance as indicated on the Contractor's compliance survey will not be accepted. Volumes occupied by drainage structures will not be included in measurement of embankment for payment. | Payment will be made for Type 3 fill placed as shown or specified in the Contract documents, or as directed by the Contracting Officer, at the Contract bid price for "TYPE 3 FILL"; which payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for foundation preparation and placing and compacting the material, materials testing, surveying, and moisture control. | ||
| 1002.16 | Haul and Place Gravel Drain | 1900 | CY | Material specified for Gravel Drain must be measured for payment by the cubic yard, in place, and quantities will be determined by the average end area method to the nearest cubic yard. The basis for measurement will be cross sections of the areas to be filled taken before and after levee excavation operations and embankment construction to the specified tolerances. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed 100 feet. Embankments not constructed to design grade and section including allowable tolerance as indicated on the Contractor's compliance survey will not be accepted. Volumes occupied by drainage structures will not be included in measurement of embankment for payment. | Payment will be made for Gravel Drain placed as shown or specified in the Contract documents, or as directed by the Contracting Officer, at the Contract bid price for "GRAVEL DRAIN"; which payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for foundation preparation and placing and compacting the material, materials testing, surveying, and moisture control. | ||
| 1002.17 | Haul and Place Sand (ASTM Type C33) | 3100 | CY | Material specified for Sand (ASTM Type C33) must be measured for payment by the cubic yard, in place, and quantities will be determined by the average end area method to the nearest cubic yard. The basis for measurement will be cross sections of the areas to be filled taken before and after levee excavation operations and embankment construction to the specified tolerances. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed 100 feet. Embankments not constructed to design grade and section including allowable tolerance as indicated on the Contractor's compliance survey will not be accepted. Volumes occupied by drainage structures will not be included in measurement of embankment for payment. | Payment will be made for Sand (ASTM Type C33) placed as shown or specified in the Contract documents, or as directed by the Contracting Officer, at the Contract bid price for "SAND (ASTM TYPE C33)"; which payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for foundation preparation and placing and compacting the material, materials testing, surveying, and moisture control. | ||
| 1002.18 | Haul and Place Rock-Sand Mix | 520 | CY | Material specified for Rock-Sand Mix must be measured for payment by the cubic yard, in place, and quantities will be determined by the average end area method to the nearest cubic yard. The basis for measurement will be cross sections of the areas to be filled taken before and after levee excavation operations and embankment construction to the specified tolerances. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed 100 feet. Embankments not constructed to design grade and section including allowable tolerance as indicated on the Contractor's compliance survey will not be accepted. Volumes occupied by drainage structures will not be included in measurement of embankment for payment. | Payment will be made for Rock-Sand Mix placed as shown or specified in the Contract documents, or as directed by the Contracting Officer, at the Contract bid price for "ROCK-SAND MIX"; which payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for foundation preparation and placing and compacting the material, materials testing, surveying, and moisture control. | ||
| 1002.19 | Place Geotextile | 38000 | SF | Geotextile will be measured for payment by the square foot, to the nearest 1.0 square foot. Measurement will be calculated from the dimensions as shown on the plans, or as directed by the Contracting Officer. | Geotextile will be paid for at the Contract unit price for "GEOTEXTILE"; which payment must constitute full compensation for furnishing all labor, materials, tools, equipment, and all incidentals necessary to complete the work, including subgrade preparation and geotextile placement. | ||
| 1002.20 | Temporary Instrumentation | 1 | JOB | Unit of Measure: Job. | Payment for all costs associated with Temporary Instrumentation shall be made at the Contract JOB price for item "TEMPORARY INSTRUMENTATION"; which payment shall constitute full compensation for all vibration monitoring for structures along Reach A, including residential/commercial buildings, Pumping Plant 1A conduits, City Sump 160 surcharge loading, and I-80 highway infrastructure as shown or specific in the Contract documents or directed by the Contracting Officer. | ||
| 1002.21 | Soil-Cement-Bentonite Cutoff wall, STA 770+00 to 846+50, 848+50 to 854+00, and 860+00 to 898+00 (Mix-in-place) | 475000 | SF | Measurement for Soil-Cement-Bentonite Cutoff Wall is based on the area in square feet wall measured in a vertical plane through the centerline of the cutoff wall as established by the final top of wall indicated on the plans (C-304, Section Z), and the as-constructed bottom of the wall based on as-constructed records. Measurement is based on surveys and measurements taken at the site as directed and reviewed by the Government. Payment will be made on the basis of a wall constructed to the depth indicated on the Plans unless installation to a greater depth is directed by the Government. | Payment for the Soil-Cement-Bentonite Cutoff Wall is made at the contract bid price for "SOIL-CEMENT-BENTONITE CUTOFF WALL, STA 770+00 TO 846+50, 848+50 TO 898+00 (MIX-IN-PLACE)". Bid price must include the provision to extend the wall an additional 10 feet in accordance with Specifications, with no increase in unit bid price. Such price must constitute full compensation for furnishing all labor, material, equipment, and incidentals and performing all operations necessary to complete the Work specified herein including demonstration section; excavation; hauling and disposing spoils offsite; providing backfill materials from excavations and/or the supplemental borrow area and/or obtaining materials from commercial sources; mixing, blending, and pumping; temporary cap installation and removal including excavation; surveying; quality control and quality acceptance testing; reporting; preparing as-built information; and all other items incidental to the construction and completion of the cutoff wall as shown or specified in the Contract Documents or as directed by the Government. No separate payment will be made for materials including bentonite, cement, additives, soil, equipment and mixing, handling and cleaning the slurry, wasting material offsite, and overtime during continuous operations, cleanup, assistance in the collection and maintenance of records and quality control testing; such items being included in the price of the cutoff wall construction. Final acceptance of the cutoff wall construction will be based on meeting all the requirements as shown or specified in the Contract Documents or as directed by the Government. | ||
| 1002.22 | Slag Cement-Cement-Bentonite Cutoff wall, STA 846+50 to 848+50, Restricted Overhead Clearance | 13000 | SF | Measurement for "Slag Cement-Cement-Bentonite Cutoff Wall, STA 846+50 to 848+50, Restricted Overhead Clearance" is based on the area in square feet wall measured in a vertical plane through the centerline of the cutoff wall as established by the final top of wall indicated on the plans (C-304, Section Z), and the as-constructed bottom of the wall based on as-constructed records. Measurement is based on surveys and measurements taken at the site as directed and reviewed by the Government. Payment will be made on the basis of a wall constructed to the depth indicated on the Plans unless installation to a greater depth is directed by the Government. | Payment for the Slag Cement-Cement-Bentonite Cutoff Wall is made at the contract bid price for "Slag Cement-Cement-Bentonite Cutoff Wall, STA 846+50 to 848+50, Restricted Overhead Clearance". Bid price must include the provision to extend the wall an additional 10 feet in accordance with Specifications, with no increase in unit bid price. Such price must constitute full compensation for furnishing all labor, material, equipment, and incidentals and performing all operations necessary to complete the Work specified herein including demonstration section; excavation; hauling and disposing spoils offsite; providing backfill materials from excavations and/or the supplemental borrow area and/or obtaining materials from commercial sources; mixing, blending, and pumping; temporary cap installation and removal including excavation; surveying; quality control and quality acceptance testing; drilling and sampling following wall construction; reporting; preparing as-built information; and all other items incidental to the construction and completion of the cutoff wall as shown or specified in the Contract Documents or as directed by the Government. No separate payment will be made for materials including bentonite, cement, additives, soil, equipment and mixing, handling and cleaning the slurry, wasting material offsite, and overtime during continuous operations, cleanup, assistance in the collection and maintenance of records and quality control testing; such items being included in the price of the cutoff wall construction. Final acceptance of the cutoff wall construction will be based on meeting all the requirements as shown or specified in the Contract Documents or as directed by the Government. | ||
| 1002.23 | Aggregate Base | 20294 | SY | Class 2 Aggregate Base will be measured for payment by the ton, to the nearest ton. Quantities for payment will be certified by individual truck weight tickets delivered to the Contracting Officer at the time of delivery of each truckload of material. Moisture content not exceeding six percent by weight will be acceptable in determining payment quantities. Deductions will be made from the certified weight for moisture in excess of this amount and for materials in excess of the allowable thickness. | Class 2 Aggregate Base will be paid for at the Contract bid price for "CLASS 2 AGGREGATE BASE". Payment shall constitute full compensation for the construction and completion of the aggregate surfacing including material, subgrade preparation, and furnishing all labor and incidentals necessary to complete the Work required as defined in Section 32 11 23, shown in the plans or as directed by the Contracting Officer. This line item applies for Class 2 Aggregate Base used as subgrade and as surface course. | ||
| 1002.24 | Hot Mix Asphalt Paving | 220 | CY | Hot mix asphalt paving will be measured for payment by the ton, to the nearest ton. Quantities for payment will be certified by individual truck weight tickets delivered to the Contracting Officer at the time of delivery of each truckload of material. Moisture content not exceeding six percent by weight will be acceptable in determining payment quantities. Deductions will be made from the certified weight for moisture in excess of this amount and for materials in excess of the allowable thickness. | Quantities of asphalt concrete paving as measured above, will be paid for at the Contract bid price for "HOT MIX ASPHALT PAVING". Payment shall constitute full compensation for the construction and completion of the pavement, including material, and furnishing all labor and incidentals necessary to complete the work required as shown or specified in Section 32 11 23, shown in the plans or as directed by the Contracting Officer. | ||
| 1002.25 | City Sump 160 Improvements | 1 | JOB | Unit of Measure: Job. | Measurement and payment for all costs associated with the construction of Pumping Plant 1A improvements shall be made at the Contract JOB price for item "PUMPING PLANT 1A IMPROVEMENTS"; which payment shall constitute full compensation for all the Work involved in the construction of the new outfall structure, new gate structure, new gates, new air vents, repairs to concrete conduits, grouting outside of conduits, and demolition activities as shown or specified in the Contract documents or directed by the Contracting Officer. | ||
| 1002.26 | New Hot Tap and Water Meter, Paid to City of Sacramento | 2 | EA | New hot taps and water meters will be measured per item, and performed by the City of Sacramento in coordination with the Contractor. | Payment for new hot taps and water meters shall reflect the City of Sacramento fee for this service at the Contract price for item "NEW HOT TAP AND WATER METER" | ||
| 1002.27 | Abandonment of Existing Water Meter, Paid to City of Sacramento | 2 | EA | Removal of existing water meters will be measured per item, and performed by the City of Sacramento in coordination with the Contractor. | Payment for removal of existing water meters shall reflect the City of Sacramento fee for this service at the Contract price for item "REMOVE EXISTING WATER METER" | ||
| 1002.28 | Well Destruction | 3 | EA | Measurement for well destruction will be done per well to be destroyed, in accordance with Sacramento Country standards. | Payment will be made per well destroyed, at the Contract bid price for "WELL DESTRUCTION"; which payment must constitute full compensation for removal of all above-ground well features and proper destruction of all below-grade features in accordance with Sacramento County standards. | ||
| 1002.29 | Temporary Water Services | 1 | JOB | Unit of Measure: Job. | Payment for all costs associated with Temporary Water Services provided during construction shall be made at the Contract JOB price for item "TEMPORARY WATER SERVICES"; which payment shall constitute full compensation for all the Work involved in the coordination, construction, maintenance, and removal of temporary water services to ensure uninterrupted service to all residential and commercial users throughtout the duration of Reach A construction. | ||
| 1002.30 | Temporary Sewer Services | 1 | JOB | Unit of Measure: Job. | Payment for all costs associated with Temporary Sewer Services provided during construction shall be made at the Contract JOB price for item "TEMPORARY SEWER SERVICES"; which payment shall constitute full compensation for all the Work involved in the coordination, construction, maintenance, and removal of temporary sewer services to ensure uninterrupted service to all residential and commercial users throughtout the duration of Reach A construction. | ||
| 1002.31 | Water Service Relocations | 1 | JOB | Unit of Measure: Job. | Payment for all costs associated with Water Service Relocations shall be made at the Contract JOB price for item "WATER SERVICE RELOCATIONS"; which payment shall constitute full compensation for all the Work involved in the coordination and construction of permanent water service relocations to ensure uninterrupted service to all residential and commercial users throughtout the duration of Reach A construction. | ||
| 1002.32 | Sewer Service Relocations | 1 | JOB | Unit of Measure: Job. | Payment for all costs associated with Sewer Service Relocations shall be made at the Contract JOB price for item "SEWER SERVICE RELOCATIONS"; which payment shall constitute full compensation for all the Work involved in the coordination and construction of permanent sewer service relocations to ensure uninterrupted service to all residential and commercial users throughtout the duration of Reach A construction. | ||
| Total for Option CLIN 1002 |
Pricing Schedule Spec No. 2172
Final M&P Items - OPTION 3
| CLIN NO. | Description | Estimated Quantity | Unit of Measure | Unit Price | Total Price |
| Components of Option 1003 - O-3: Levee Improvements and Pumping Plant 1A Improvements | |||||
| 1003.1 | Mobilization and Demobilization | 1 | JOB | ||
| 1003.2 | Traffic Control | 1 | JOB | ||
| 1003.3 | Permanent Signage and Striping | 1 | JOB | ||
| 1003.4 | Permanent Access Control | 1 | JOB | ||
| 1003.5 | SWPPP Design and Implementation | 1 | JOB | ||
| 1003.6 | Temporary Silt Fencing | 1 | JOB | ||
| 1003.7 | Clearing and Grubbing | 1 | JOB | ||
| 1003.8 | Stump and Rootball Removal | 1 | JOB | ||
| 1003.9 | Demolition | 1 | JOB | ||
| 1003.10 | Top Soil Stripping | 20900 | CY | ||
| 1003.11 | Erosion Control Seeding | 1 | JOB | ||
| 1003.12 | Excavation | 26500 | CY | ||
| 1003.13 | Haul, Place and Compact Type 1 Fill | 1700 | CY | ||
| 1003.14 | Haul, Place and Compact Type 2 Fill | 43000 | CY | ||
| 1003.15 | Haul, Place and Compact Type 3 Fill | 25100 | CY | ||
| 1003.16 | Haul and Place Sand (ASTM Type C33) | 10000 | CY | ||
| 1003.17 | Haul and Place Rock-Sand Mix | 4500 | CY | ||
| 1003.18 | Place Geotextile | 6250 | SF | ||
| 1003.19 | Temporary Instrumentation | 1 | JOB | ||
| 1003.20 | Soil-Cement-Bentonite Cutoff wall, STA 770+00 to 846+50, 848+50 to 854+00, and 860+00 to 898+00 (Mix-in-place) | 130000 | SF | ||
| 1003.21 | Aggregate Base | 24,706 | SY | ||
| 1003.22 | Hot Mix Asphalt Paving | 630 | CY | ||
| 1003.23 | Pumping Plant 1A Improvements | 1 | JOB | ||
| 1003.24 | Well Destruction | 3 | EA | ||
| 1003.25 | Temporary Water Services | 1 | JOB | ||
| 1003.26 | Temporary Sewer Services | 1 | JOB | ||
| 1003.27 | Water Service Relocations | 1 | JOB | ||
| 1003.28 | Sewer Service Relocations | 1 | JOB | ||
| Total for Option CLIN 1003 |
Pricing Schedule Spec No. 2172
File details come from the government source that posted it. Updated .