IFB 24-33-SD Route 1 Sewer Replacement Addendum 2.pdf

Addendum 2 IFB No. 24-33-SD Page 1 of 2

Addendum #2 to

Spotsylvania County

IFB 24-33-SD

ROUTE 1 SEWER REPLACEMENT

February 20, 2024

Addendum #2 to Invitation for Bid (IFB) No. 24-33-SD is issued in accordance with the IFB Terms & Conditions and is intended to provide additional information and clarification to Respondents.

Addendum #2 consists of two (2) items which are listed below, attached hereto and made a part hereof to IFB No. 24-33-SD.

ITEM 1 – CHANGES TO IFB

1. Technical Specifications 01 29 01 Measurement and Payment

REPLACE entire Specification Section 01 29 01 Measurement and Payment, with the revised Specification Section 01 29 01 Measurement and Payment – Revised, attached hereto as Attachment A. Modified sections are underlined.

2. SECTION B – Bid Forms

REPLACE SECTION B – Bid Forms with the revised Bid Forms attached hereto as Attachment B.

ITEM 2 – Q&A

1. This RFI concerns the specification for steel casing pipe; the specification calls for “seamless” casing pipe. Is rolled and welded steel acceptable?

Addendum 2 IFB No. 24-33-SD Page 2 of 2

ANSWER: Yes, rolled and welded steel will be acceptable as long as it meets the requirements.

2. Bid Item No. Z (Note: now Item No. AA) on the Section B Bid Form calls for 1,075/EA of Wetland Plantings. Where are these identified on the Drawings? Is there a specification as to what specific plantings should be bid?

ANSWER: See attachment F of the IFB.

3. Since there is no Geotechnical soil reports available, are prospective bidders able to do dig test pits along the proposed pipeline route?

ANSWER: The proposed bidders may preform dig testing as long as they are within the County easement(s). The proposed bidders shall conform to all State and County requirements regarding access, land disturbance and erosion and sediment controls.

4. Would Tindall’s T-Series manholes be accepted as an alternate to a standard round manhole?

ANSWER: The County will accept Tindall’s T-Series manholes as an alternate as long as they meet the County standards. Please submit documentation that they meet the standards.

5. Please note that Contract Item No. “U” - 50” Steel casing appears to represent the supply and installation for both a 50” Steel Casing that is installed by Jack & Bore, as well as, 50” Casings that is installed by open cut at several stream crossings.

Please be advised the installation of that casing by Jack & Bore is significantly different than installation by open cut with substantial costs variations.

Also, the installation by open cut is a “Self Performed” item, while the installation by Jack & Bore is performed by a specialty Sub-Contractor.

Considering the above, we are requesting that separate contract pay items be provided for the 50” Casing by Jack and Bore and 50” Casings at stream crossings.

ANSWER: The Bid form has been updated. See attached.

ATTACHMENTS:

Attachment A – Revised Specification Section 01 29 01 – Measurement and Payment Attachment B – Section B – Bid Forms - revised

Respondents shall acknowledge receipt of this Addendum with IFB submission.

February 20, 2024 Sylvia Dyson Date Sr. Procurement Officer

ATTACHMENT A to Addendum 2

IFB #24-33-SD

Measurement and Payment Route 1 Sewer Replacement Section No. 01 29 01-1

SECTION 01 29 01 - REVISED

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.01 GENERAL

A. The Contractor shall receive and accept the compensation provided in the Bid and the Contract as full payment for furnishing all labor, materials, tools, equipment and services for performing all operations necessary to complete the Work under the Contract, and also in full payment for all loss or damages arising from the nature of the Work, or from any discrepancy between the actual quantities of Work and the quantities herein estimated by the Engineer, or from action of the elements or from any unforeseen difficulties which may be encountered during the prosecution of the Work until the final acceptance by the Owner.

B. The lump sum price stated in the Bid includes all costs and expenses for taxes, labor, equipment, materials, commissions, transportation, patent fees and royalties, labor for handling materials during inspection, together with any and all other costs and expenses for performing and completing the Work as shown on the Contract Drawings and as spec-ified herein. The basis of progress payments of said lump shall be broken down and de-tailed in the Schedule of Values in accordance with the description of the representative items in this section.

C. The Contractor’s attention is called to the fact that the quotations for the various items of the work are intended to establish a total price for completing the Work in its entirety.

Should the Contractor feel that the cost for any item of work has not been defined by a Bid Form, he must bring this to the attention of the Owner during the bid question period.

If the Owner finds the request to be valid, it may be added to the bid form. If the request is found to be incidental to the project, the contractor shall include the cost for that work in some other applicable bid item, so that his proposal for the work reflects his total price for completing the work in its entirely.

D. Items listed as “CONTINGENT ITEM” in the Bid Form are to be used and will be paid for only at the written direction and authorization of the Owner. Payment under this section will be made for materials furnished and placed in addition to those shown or beyond the limits indicated or reasonably inferred by the Contract Documents. Measure-ment and payment will be in accordance with the Schedule of Values and will include, but not necessarily be limited to, furnishing, hauling, placing and installing of materials and the furnishing of such manpower and equipment as required to accomplish the Work as directed in writing by the Owner.

E. Changes and Modifications in the Work by the Owner

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1. The Owner reserves the right to change the alignment, grade, form, length, dimen-sions, or material of the Work under the Contract, whenever conditions or obstruc-tions are met that render the changes desirable or necessary. All such alterations shall be paid for under the total lump sum bid or at a unit price bid for these items of Work, except as follows:

a. In the cases where such alterations reduce the total Contract amount, a Change Order shall be executed to reduce the total Contract amount, and the Contractor shall have no claim on this account for damages or for anticipated profits on the Work that may be dispensed with.

b. In the cases where such alterations increase the total Contract amount, a Change Order shall be executed to increase the total Contract amount.

c. Any additions or subtractions to the contract prices shall be proposed by the Contractor and then reviewed and approved by the Owner.

d. In case the quantity of work in individual unit price items of work increases or decreases greater than 20 percent of the bid quantity, unit prices may be renegotiated.

F. Owner May Increase or Decrease Quantities

1. The Owner reserves the right to increase or decrease the quantity of material to be furnished or work to be done under the Contract whenever he deems it advisable or necessary. Such increase or decrease shall in no way violate or invalidate the Con-tract.

2. For the unit price items included in the bid, the Contractor will be paid for the actual amount of the authorized work done or material furnished under each item of the proposal, at the unit price bid for that item. In case the quantity of any item is increased, the Contractor shall not be entitled to compensation over and above the unit bid for each item. In case the quantity is decreased, the Contractor shall have no claim for damages on account of loss of anticipated profits because of such de-crease.

3. For the contingency items, the Contractor shall be paid for actual quantities in-stalled or services provided, on written order of the Engineer.

1.02 MEASUREMENT

A. The quantities for payment under this Contract shall be determined by actual measurement of the completed items, in place and accepted by the Owner, in accordance with Section D - General Conditions. A representative of the Contractor shall witness all field measurements.

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1.03 PAYMENT

A. Please see Section D – General Terms and Conditions, Article 10 - Payments and Com-pletion.

1.04 BID ITEMS

A. Item 1: Mobilization

1. Payment for mobilization shall be made at the lump sum provided in the Schedule of Values for mobilization, upon completion.

2. No measurement shall be made for this item.

3. Lump sum cost for mobilization shall include such items as bonds, insurance, stake-out, equipment and labor mobilization, field office, progress photographs, project sign, permits, shop drawings, Contractor’s test pits, and other incidental items, in-cluding the safe relocation and protection of personal property located within the easement required prior to commencement of construction. Mobilization shall not exceed 5.0 percent of the total price bid. Application for maximum 50 percent pay-ment of mobilization may be made on the first Request for Payment, maximum 40 percent payment on the second Request for Payment, and 10 percent on the final Request for Payment.

B. Item 2: Traffic Control

1. Payment for furnishing, installing, operating, maintaining, and removing all tem-porary traffic control measures shall be made based on the lump sum price provided in the Schedule of Values.

2. No measurement shall be made for this item. Payment shall not be made until the traffic control measures are in place.

3. The lump sum price shall include all labor, materials, tools, equipment, and services for furnishing, installing, operating, maintaining, and removal of the traffic control measures including all signage, barrels, barricades, and other incidental items re-quired for its proper operation.

C. Super Silt Fence:

1. Payment for furnishing, installing, maintaining and removing super silt fence shall be made at the linear feet unit price bid provided in the Schedule of Values, as directed by the Owner, actually installed, complete in place and removed.

2. Measurement for payment for super silt fence shall be the actual linear feet of silt fence installed per VESCH Plate 3.05-1. The actual length of fence installed will be paid at 90 percent (90%) of the unit price provided; the remainder 10 percent

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(10%) of the unit price will be paid upon final E&S inspection, removal and proper disposal of the fence. The cost of reinstallation of damaged silt fence is incidental.

3. The unit price provided per linear foot of super silt fence shall include installation, maintenance, and removal of super silt fence, including all labor, materials, equip-ment, and other incidentals necessary to complete the item, as shown on the Draw-ings or as required by the Owner.

D. Check Dam:

1. Payment for furnishing and installing rock check dam entrance shall consist of fur-nishing, installing, maintaining, rock check dams.

2. No measurement shall be made for this item.

3. The unit price for Check Dam shall include all labor, materials, tools, equipment and services for furnishing, installing, and maintaining Check Dams as specified on the plans.

E. Stream Crossing:

1. Payment for Utility Stream Crossing(s) and Temporary Vehicle Stream Crossing(s) meeting County standards shall be made at the respective unit price provided in the Schedule of Values for each type of the stream crossings maintained, complete in place, and removed upon the completion of work.

2. No measurement shall be made for this item.

3. The unit price provided for stream crossings shall include all labor, materials, tools, equipment, and services for furnishing, installing and removing the crossings in-cluding, but not limited to, maintenance and other incidental items required for proper operation of each stream crossing, actually placed and removed.

F. Construction Entrance:

1. Payment for construction entrances meeting County standards shall be made at the unit price provided in the Schedule of Values for each of the construction entrances, complete in place.

2. No measurement shall be made for this item.

3. The unit price provided for construction entrances shall include all labor, materials, tools, equipment, and services for furnishing and installing the construction en-trances including, but not limited to, maintenance and other incidental items re-quired for proper operation of the construction entrance, including removal upon completion of the project.

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G. Clearing and Grubbing:

1. Payment for clearing and grubbing shall be made at the unit price provided per square yard of clearing and grubbing within the easement or limits of construction, complete in place.

2. Measurement for square yards of clearing and grubbing shall be made in the field.

3. The unit price shall include all labor, materials, equipment and services for the re-moval of trees, stumps, shrubs undergrowth and debris including removal and dis-posal of all items required to install the pipeline as shown on the plans and within the easement or limits of construction that is not to be protected and including other incidental items necessary to complete this element of the Work. This item will be used for areas identified that contain dense vegetation and many trees of a large diameter.

H. 42-inch PS-115 PVC Sanitary Sewer:

1. Payment for furnishing and installing sanitary sewer pipe of the various sizes, ma-terials, and pressure rating called for on the Construction Drawing meeting County standards shall be made at the unit price provided in the Schedule of Values per linear foot measured in the horizontal (not slope) actually installed, complete in place.

2. Measurement of length will be made for these items in the field with a representa-tive of the Owner present. No deductions will be made in the measured length in the manholes.

3. The unit price provided per linear foot shall include all labor, materials, tools, equipment and services for connection to the existing sanitary sewer system includ-ing, but not limited to; traffic control, excavation, pavement removal, excavation including rock if required, dewatering, sheeting and shoring, tracer wire, testing, appurtenance at depth indicated, cleanup, removal and disposal of all unsuitable and excess material, replacement of grass, sod, shrubs, backfill and surface materi-als, including the replacement of gravel, asphalt, and concrete driveways, and other incidental items required for the proper operation of the sanitary sewer.

I. 36-inch PS-115 PVC Sanitary Sewer:

1. Payment for furnishing and installing sanitary sewer pipe of the various sizes, ma-terials, and pressure rating called for on the Construction Drawing meeting County standards shall be made at the unit price provided in the Schedule of Values per linear foot measured in the horizontal (not slope) actually installed, complete in place.

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2. Measurement of length will be made for these items in the field with a representa-tive of the Owner present. No deductions will be made in the measured length in the manholes.

3. The unit price provided per linear foot shall include all labor, materials, tools, equipment and services for connection to the existing sanitary sewer system includ-ing, but not limited to; traffic control, excavation, pavement removal, excavation including rock if required, dewatering, sheeting and shoring, tracer wire, testing, appurtenance at depth indicated, cleanup, removal and disposal of all unsuitable and excess material, replacement of grass, sod, shrubs, backfill and surface materi-als, including the replacement of gravel, asphalt, and concrete driveways, and other incidental items required for the proper operation of the sanitary sewer.

J. 36-inch CL 52 DIP Sanitary Sewer:

1. Payment for furnishing and installing sanitary sewer pipe of the various sizes, ma-terials, and pressure rating called for on the Construction Drawing meeting County standards shall be made at the unit price provided in the Schedule of Values per linear foot measured in the horizontal (not slope) actually installed, complete in place.

2. Measurement of length will be made for these items in the field with a representa-tive of the Owner present. No deductions will be made in the measured length in the manholes.

3. The unit price provided per linear foot shall include all labor, materials, tools, equipment and services for connection to the existing sanitary sewer system includ-ing, but not limited to; traffic control, excavation, pavement removal, excavation including rock if required, dewatering, sheeting and shoring, tracer wire, testing, appurtenance at depth indicated, cleanup, removal and disposal of all unsuitable and excess material, replacement of grass, sod, shrubs, backfill and surface materi-als, including the replacement of gravel, asphalt, and concrete driveways, and other incidental items required for the proper operation of the sanitary sewer.

K. 18-inch PS-115 PVC Sanitary Sewer:

1. Payment for furnishing and installing sanitary sewer pipe of the various sizes, ma-terials, and pressure rating called for on the Construction Drawing meeting County standards shall be made at the unit price provided in the Schedule of Values per linear foot measured in the horizontal (not slope) actually installed, complete in place.

2. Measurement of length will be made for these items in the field with a representa-tive of the Owner present. No deductions will be made in the measured length in the manholes.

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3. The unit price provided per linear foot shall include all labor, materials, tools, equipment and services for connection to the existing sanitary sewer system includ-ing, but not limited to; traffic control, excavation, pavement removal, excavation including rock if required, dewatering, sheeting and shoring, tracer wire, testing, appurtenance at depth indicated, cleanup, removal and disposal of all unsuitable and excess material, replacement of grass, sod, shrubs, backfill and surface materi-als, including the replacement of gravel, asphalt, and concrete driveways, and other incidental items required for the proper operation of the sanitary sewer.

L. 12-inch SDR-35 PVC Sanitary Sewer:

1. Payment for furnishing and installing sanitary sewer pipe of the various sizes, ma-terials, and pressure rating called for on the Construction Drawing meeting County standards shall be made at the unit price provided in the Schedule of Values per linear foot measured in the horizontal (not slope) actually installed, complete in place.

2. Measurement of length will be made for these items in the field with a representa-tive of the Owner present. No deductions will be made in the measured length in the manholes.

3. The unit price provided per linear foot shall include all labor, materials, tools, equipment and services for connection to the existing sanitary sewer system includ-ing, but not limited to; traffic control, excavation, pavement removal, excavation including rock if required, dewatering, sheeting and shoring, tracer wire, testing, appurtenance at depth indicated, cleanup, removal and disposal of all unsuitable and excess material, replacement of grass, sod, shrubs, backfill and surface materi-als, including the replacement of gravel, asphalt, and concrete driveways, and other incidental items required for the proper operation of the sanitary sewer.

M. 8-inch SDR-35 PVC Sanitary Sewer:

1. Payment for furnishing and installing sanitary sewer pipe of the various sizes, ma-terials, and pressure rating called for on the Construction Drawing meeting County standards shall be made at the unit price provided in the Schedule of Values per linear foot measured in the horizontal (not slope) actually installed, complete in place.

2. Measurement of length will be made for these items in the field with a representa-tive of the Owner present. No deductions will be made in the measured length in the manholes.

3. The unit price provided per linear foot shall include all labor, materials, tools, equipment and services for connection to the existing sanitary sewer system includ-ing, but not limited to; traffic control, excavation, pavement removal, excavation including rock if required, dewatering, sheeting and shoring, tracer wire, testing, Route 1 Sewer Replacement Section No. 01 29 01-8 appurtenance at depth indicated, cleanup, removal and disposal of all unsuitable and excess material, replacement of grass, sod, shrubs, backfill and surface materi-als, including the replacement of gravel, asphalt, and concrete driveways, and other incidental items required for the proper operation of the sanitary sewer.

N. 6-inch SDR-26 PVC Sewer Lateral:

1. Payment for furnishing and installing sanitary sewer pipe of the various sizes, ma-terials, and pressure rating called for on the Construction Drawing meeting County standards shall be made at the unit price provided in the Schedule of Values per linear foot measured in the horizontal (not slope) actually installed, complete in place.

2. Measurement of length will be made for these items in the field with a representa-tive of the Owner present. No deductions will be made in the measured length in the manholes.

3. The unit price provided per linear foot shall include all labor, materials, tools, equipment and services for connection to the existing sanitary sewer system includ-ing, but not limited to; traffic control, excavation, pavement removal, excavation including rock if required, dewatering, sheeting and shoring, tracer wire, testing, cleanouts, connection to trunk sewer and appurtenance at depth indicated, cleanup, removal and disposal of all unsuitable and excess material, replacement of grass, sod, shrubs, backfill and surface materials, including the replacement of gravel, as-phalt, and concrete driveways, and other incidental items required for the proper operation of the sanitary sewer.

O. 8-foot Diameter Manhole:

1. Payment for pre-cast concrete sanitary sewer manholes of the specified diameter and depth with watertight frame and cover (or standard frame and cover where specified), with inside drop where specified and with manhole vent where specified shall be made at the unit price provided per vertical foot, actually installed, com-plete in place.

2. Measurement of length will be made for these items in the field with a representa-tive of the Owner present. The pay depth shall be the vertical depth from the top of the manhole top to the lowest invert plus 8 inches.

3. The unit price provided per each manhole shall include all labor, materials, tools, equipment and services for furnishing and installing the specified 8 foot-0 inches diameter pre-cast concrete manholes of the specified depth including, but not lim-ited to; traffic control, unclassified excavation and pavement removal, excavation including rock if required, trench support, dewatering, handling and placing of manhole sections, watertight bolt-down frames and covers (where specified), inter-nal drop connections (where specified), manhole air vent (where specified), outside

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P. 6-foot Diameter Manhole:

1. Payment for pre-cast concrete sanitary sewer manholes of the specified diameter and depth with watertight frame and cover (or standard frame and cover where specified), with inside drop where specified and with manhole vent where specified shall be made at the unit price provided per vertical foot, actually installed, com-plete in place.

2. Measurement of length will be made for these items in the field with a representa-tive of the Owner present. The pay depth shall be the vertical depth from the top of the manhole top to the lowest invert plus 8 inches.

3. The unit price provided per each manhole shall include all labor, materials, tools, equipment and services for furnishing and installing the specified 6 foot-0 inches diameter pre-cast concrete manholes of the specified depth including, but not lim-ited to; traffic control, unclassified excavation and pavement removal, excavation including rock if required, trench support, dewatering, handling and placing of manhole sections, watertight bolt-down frames and covers (where specified), inter-nal drop connections (where specified), manhole air vent (where specified), outside coating, flexible pipe connections, connections to existing pipes, transition cou-plings, and appurtenances, temporary blocking, stone bedding (No. 57 stone per County Utilities Manual Standards), testing, cleanup, removal and disposal of all unsuitable and excess material, backfill and surface materials, including the re-placement of gravel, asphalt, and concrete driveways, and seeding and mulching and all restoration required to restore disturbed areas to a condition equal to or bet-ter than pre-construction conditions, and other incidental items required for the proper operation of the manholes.

Q. 6-foot Diameter Cut-in Manhole:

1. Payment for pre-cast concrete sanitary sewer manholes of the specified diameter and depth with watertight frame and cover (or standard frame and cover where specified), with inside drop where specified and with manhole vent where specified shall be made at the unit price provided per vertical foot, actually installed, com-plete in place.

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2. Measurement of length will be made for these items in the field with a representa-tive of the Owner present. The pay depth shall be the vertical depth from the top of the manhole top to the lowest invert plus 8 inches.

3. The unit price provided per each manhole shall include all labor, materials, tools, equipment and services for furnishing and installing the specified 6 foot-0 inches diameter pre-cast concrete manholes of the specified depth including, but not lim-ited to; traffic control, unclassified excavation and pavement removal, excavation including rock if required, trench support, dewatering, handling and placing of manhole sections, watertight bolt-down frames and covers (where specified), inter-nal drop connections (where specified), manhole air vent (where specified), outside coating, flexible pipe connections, connections to existing pipes, transition cou-plings, and appurtenances, temporary blocking, stone bedding (No. 57 stone per County Utilities Manual Standards), testing, cleanup, removal and disposal of all unsuitable and excess material, backfill and surface materials, including the re-placement of gravel, asphalt, and concrete driveways, and seeding and mulching and all restoration required to restore disturbed areas to a condition equal to or bet-ter than pre-construction conditions, and other incidental items required for the proper operation of the manholes.

R. Clay Dam:

1. Payment for furnishing and installing of Clay Dams shall be made at the unit price provided in the Schedule of Values for each Dam installed.

2. No measurement will be made for this item.

3. The unit price for Clay Dam shall include all labor, materials, tools, equipment and services for furnishing and installing Clay Dams as specified on the plans. This is included, but not limited to; all materials, including stone, concrete grout, suitable material and filter fabric, all site preparation for the installation of clay dams.

S. Pipe Concrete Encasement:

1. Payment for concrete shall be made at the unit price provided in the Schedule of Values per linear foot of concrete encasement measured horizontal (not slope) ac-tually installed, complete in place.

2. Measurement of lengths will be made horizontally, along the centerline of the pipe-line and will account for pipe diameter with a minimum thickness of 8 inches.

3. The unit price for concrete shall include all labor, materials, tools, equipment and services for furnishing and placing cast in place concrete. This is including, but not limited to furnishing, excavating, testing, installing and removing as applicable all forms, form ties, reinforcing steel and mesh, control joints and expansions joints, inserts, waterstops, anchors, sleeves, bolts, plates and all other miscellaneous items associated with and required to complete the work.

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T. 56-inch Diameter (minimum) Steel Casing (Jack & Bore):

1. Payment for casing shall be made at the unit price provided in the Schedule of Val-ues per linear foot for lengths of steel casing actually installed, as directed by the engineer, complete in place.

2. Measurements of lengths will be made horizontally, along the centerline of the steel casing.

3. The unit price provided per linear foot shall include all labor, materials, tools, equipment, and services for furnishing and installing the steel casing including all excavation including for boring and receiving pits, excavation of rock if required, trench support, any backfill, the casing pipe, boring, jacking, spacers, drain pipe, drain, end seals, grout, brick, blocking, design of support system, seal slab, de-watering, ground monitoring system, clean up, removal and disposal of all unsuit-able and excess material and all restoration required to restore disturbed areas to a condition equal to or better than pre-construction conditions, and all other appurte-nances required to properly install the steel casing. No additional payment shall be made for failures and subsequent withdrawals and boring attempts.

U. 50-inch Diameter (minimum) Steel Casing (Jack & Bore):

1. Payment for casing shall be made at the unit price provided in the Schedule of Val-ues per linear foot for lengths of steel casing actually installed, as directed by the engineer, complete in place.

2. Measurements of lengths will be made horizontally, along the centerline of the steel casing.

3. The unit price provided per linear foot shall include all labor, materials, tools, equipment, and services for furnishing and installing the steel casing including all excavation including for boring and receiving pits, excavation of rock if required, trench support, any backfill, the casing pipe, boring, jacking, spacers, drain pipe, drain, end seals, grout, brick, blocking, design of support system, seal slab, de-watering, ground monitoring system, clean up, removal and disposal of all unsuit-able and excess material and all restoration required to restore disturbed areas to a condition equal to or better than pre-construction conditions, and all other appurte-nances required to properly install the steel casing. No additional payment shall be made for failures and subsequent withdrawals and boring attempts.

V. 50-inch Diameter (minimum) Steel Casing:

1. Payment for casing shall be made at the unit price provided in the Schedule of Val-ues per linear foot for lengths of steel casing actually installed, as directed by the engineer, complete in place.

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2. Measurements of lengths will be made horizontally, along the centerline of the steel casing.

3. The unit price provided per linear foot shall include all labor, materials, tools, equipment, and services for furnishing and installing the steel casing including all excavation including for boring and receiving pits, excavation of rock if required, trench support, any backfill, the casing pipe, boring, jacking, spacers, drain pipe, drain, end seals, grout, brick, blocking, design of support system, seal slab, de-watering, ground monitoring system, clean up, removal and disposal of all unsuit-able and excess material and all restoration required to restore disturbed areas to a condition equal to or better than pre-construction conditions, and all other appurte-nances required to properly install the steel casing. No additional payment shall be made for failures and subsequent withdrawals and boring attempts.

W. Gravity Sewer Abandonment:

1. Payment for abandoning the sanitary sewer infrastructure as shown on the plans.

Payment shall be lump sum.

2. No measurement for these items is anticipated

3. The lump sum price provided shall include all labor, materials, tools, equipment and services for furnishing, installing, flowable fill to abandon sanitary sewer pipes, seal/plug connections at manholes, and abandon manholes as shown on plans in-cluding, but not limited; traffic control, additional excavation including rock if re-quired, pavement removal, removal and disposal of existing pipe and manholes, trench support, dewatering, cleanup, removal and disposal of all unsuitable and ex-cess material, backfill and surface materials, including replacement of gravel, as-phalt, and concrete driveways and seeding and mulching, all restoration to restore disturbed areas to a condition equal to or better than pre-construction conditions and other incidental items required for the abandoning of the existing system.

X. Stream Restoration:

1. Payment for all labor, material, and equipment necessary to restore natural stream banks to preconstruction contours and seeded in accordance with the contract draw-ings.

2. Measurement for square yards stream bank and bed restoration and seeding shall be made in the field.

3. The unit price provided for each square yard of stream restoration shall include all labor, materials, tools, equipment, and services for reconstructing stream banks and bed to preconstruction contours and furnishing and installing seeding and fertilizing including, but not limited to; handling and placing of topsoil, fine grading, handling and placing of permanent seed, temporary seeding as required to stabilize disturbed

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Y. Wetland Seed Mix (Permanent Conversion Impacts / Permanent Easements):

1. Payment for furnishing and installing recovered wetland topsoil, wetland seed mix, and straw mulch shall be made at the unit price provided per square yard of recov-ered wetland topsoil, wetland seed mix, and straw mulch installed, complete in place, for permanent conversion wetland impacts in accordance with the Wetland Permit Special Conditions.

2. Measurement for square yards of recovered wetland topsoil, wetland seed mix, and straw mulch shall be made in the field.

3. The unit price provided for each square yard of recovered wetland topsoil, wetland seed mix, and straw mulch shall include all labor, materials, tools, equipment, and services for furnishing and installing recovered wetland topsoil, wetland seed mix, and straw mulch including, but not limited to; handling and placing of recovered wetland topsoil, fine grading, handling and placing of wetland seed mixture, han-dling and placing of straw mulch, watering, testing and any other incidental items required for proper growth in the seeded area.

Z. Wetland Seed Mix (Temporary Wetlands Impacts / Temporary Easements):

1. Payment for furnishing and installing recovered wetland topsoil, wetland seed mix, and straw mulch shall be made at the unit price provided per square yard of recov-ered wetland topsoil, wetland seed mix, and straw mulch installed, complete in place, for temporary wetland impacts in accordance with the Wetland Permit Spe-cial Conditions.

2. Measurement for square yards of recovered wetland topsoil, wetland seed mix, and straw mulch shall be made in the field.

3. The unit price provided for each square yard of recovered wetland topsoil, wetland seed mix, and straw mulch shall include all labor, materials, tools, equipment, and services for furnishing and installing recovered wetland topsoil, wetland seed mix, and straw mulch including, but not limited to; handling and placing of recovered wetland topsoil, fine grading, handling and placing of wetland seed mixture, han-dling and placing of straw mulch, watering, testing and any other incidental items required for proper growth in the seeded area.

AA. Wetland Plantings (Temporary Wetlands Impacts / Temporary Easements):

1. Payment for furnishing and installing wetland planting shall be made for each wet-land plant at the unit price provided in the Schedule of Values for each plant in-stalled, for temporary wetland impacts in accordance with the Wetland Permit Spe-cial Conditions.

Route 1 Sewer Replacement Section No. 01 29 01-14

2. Measurement for each wetland plant shall be made in the field.

3. The unit price provided for each wetland plant shall include all labor, materials, tools, equipment, and services for furnishing and installing wetland plants includ-ing, but not limited to; handling and placing of wetland plantings, watering, testing and any other incidental items required for proper growth in the planted area.

1.05 PAYMENT FOR MATERIALS NOT INCORPORATED INTO THE WORK

A. Storage of Materials

1. Payment for equipment and materials stored on the site, or elsewhere as specified in the General Conditions, and not actually incorporated in the Work will be made on the basis of 95 percent of the amount of paid invoices submitted to the Owner for incorporation in the monthly estimate.

B. Authorization for Payment

1. Payment will be authorized after the delivery to the construction site or other ap-proved location and after being certified by the Owner as being stored in confor-mation with the manufacturer’s recommendations and satisfactory evidence is pro-vided that the items are as specified.

2. Title to all items of equipment and materials upon which payment has been made shall be vested in the Owner and documents transferring title shall be executed by the Contractor. Transfer of ownership shall not relieve the Contractor of continuing insurance coverage and of protecting stored items against damage, deterioration, theft, or loss of any kind.

3. Should materials or equipment become damage or be stored improperly or contrary to the manufacturer’s recommendations, being therefore subject to later damage, then the Owner will reduce the next following monthly payment by an amount suf-ficient to repair or replace such units.

4. To initiate a request for partial payment the Contractor shall submit his request in writing to the Owner with all necessary evidence.

5. Items of material or equipment to which partial payment applies includes and is limited to the following:

a. Pipes, valves, and fittings are allowed for stored materials.

PART 2 – PRODUCTS (not used)

PART 3 – EXECUTION (not used)

Route 1 Sewer Replacement Section No. 01 29 01-15

END OF SECTION 01 29 01

ATTACHMENT B to Addendum 2

IFB Number: 24-33-SD Section B-Revised Route 1 Sewer Replacement B-1

SECTION B - BID FORM - REVISED

TO: County of Spotsylvania Procurement Division 8800 Courthouse Road – 2nd Floor – Room 414 Spotsylvania, Virginia 22553

PROJECT NAME: Route 1 Sewer Replacement

IFB NUMBER: 24-33-SD

FROM:

TOTAL BID PRICE

The Bidder agrees, if awarded the Contract, to execute the Construction of the Route 1 Sewer Replacement as shown in the construction documents and plans titled “ROUTE 1 SEWER REPLACEMENT” for the lump sum amount of:

SCHEDULE OF VALUES

Bid Item No.

Description Est.

Quantity UOM Unit Price Total Price

A Mobilization (NTE 5% of the total bid price) 1 LS

B Traffic Control 1 LS

C Super Silt Fence 18,531 LF

D Check Dam 20 EA

E Stream Crossing 17 EA

F Construction Entrance 5 EA

Route 1 Sewer Replacement B-2

G Clearing and Grubbing 48,450 SY

H 42-inch PS-115 PVC Sanitary Sewer 406 LF

I 36-inch PS-115 PVC Sanitary Sewer 5,504 LF

J 36-inch CL 52 DIP Sanitary Sewer 211 LF

K 18-inch PS-115 PVC Sanitary Sewer 15 LF

L 12-inch SDR-35 PVC Sanitary Sewer 116 LF

M 8-inch SDR-35 PVC Sanitary Sewer 119 LF

N 6-inch SDR-26 PVC Sanitary Lateral 170 LF

O 8-foot Diameter Manhole 14 VF

P 6-foot Diameter Manhole 198 VF

Q 6-foot Diameter Cut-In Manhole 31 VF

R Clay Dam 11 EA

S Pipe Concrete Encasement 245 LF

T 56” Diameter (minimum) Steel Casing Jack & Bore 211 LF

U 50” Diameter (minimum) Steel Casing Jack & Bore 283 LF

V 50” Diameter (minimum) Steel Casing 170 LF

W Gravity Sewer Abandonment 1 LS

X Stream Restoration (Area over Perm Easement) 938 SY

Y Wetland Seed Mix (Permanent Conversion) 19,545 SY

Z Wetland Seed Mix (Temporary Wetlands) 12,964 SY

AA Wetland Plantings (Temporary Wetlands) 1,075 EA

Route 1 Sewer Replacement B-3

A. If notified of acceptance of this Bid and Contract award within one hundred eighty (180) calendar days after receipt of Bids, the undersigned agrees to execute a Contract for the above-named project work and the above-stated consideration on the form required, within ten (10) calendar days of such notification.

The undersigned hereby designates the office address stated in section E(3) below, as the address to which a Notice to Award of this construction Contract may be delivered and to which all office correspondence and notices may be mailed, telegraphed or delivered, unless the Owner is otherwise notified in writing.

B. Each Bidder is responsible for obtaining all Addenda provided by the Spotsylvania County Procurement Office. Bidders shall acknowledge receipt of any Addenda by printing and signing a copy of each Addendum, and including it as part of the Bid submission. All Addenda issued shall become part of the solicitation and all resulting Contract Documents. The County reserves the right to reject any Bid for failure to include signed copies of any Addenda.

C. Included as a part of this Bid are the following documents which are required to be submitted with the Bid, on the forms provided:

1. The required five percent (5%) Bid Security, provided as Cash, Cashier's Check, Certified Bidder's

Check, or an acceptable Bid Bond. The Bidder will ensure that the Bid bond form contained herein is properly executed by an approved Surety and submitted with the Bid Form at the time and the place on which Bids are scheduled to be received. The failure on the part of a Bidder to enclose an executed copy of the Bid Bond with the Bid Form or a Certified or Cashier's check or cash may result in the disqualification of the Bid.

2. Reference List.

3. Subcontractor Identification Sheet.

4. Complete Vendor Authorization and Substitute W-9 Form.

5. If applicable, the "Bidder's Request for Equal Product and Bidder's Representations" form.

6. A Certified Listing of Safety Violations, in accordance with Article 1.21 of Section A – Information for Bidders.

7. Executed and Notarized Acknowledgement and Certification Form.

D. The undersigned Bidder hereby further acknowledges that:

1. The Bidder has read and understands the Bidding Documents, Drawings, Specifications, Addenda and all other Contract Documents as defined in Section D – General Conditions pertaining to this Project.

2. Bidder has visited the site and examined all conditions affecting the work, and agrees to furnish all labor and material, equipment and services necessary for the proper and timely completion of the work as required by the Contract Documents.

3. The undersigned certifies that the Contract Documents are, in Bidder’s opinion, adequate, feasible and complete for performing the Work and constructing the Work in a sound and suitable manner for the use specified and intended by the Contract Documents.

4. The undersigned further certifies that he has, or has available, the equipment, personnel, materials, facilities and technical and financial ability necessary to complete the Work in accordance with the Contract Documents and within the time specified therein.

5. The Bidder certifies that Bidder has made allowances for normal inclement weather indigenous to the

Route 1 Sewer Replacement B-4

Project site.

6. Collusive bidding is a violation of the Virginia Governmental Frauds Act and federal law, and can result in fines, prison sentences, and civil damage awards and agrees to abide by all conditions of these provisions.

7. The Bidder did not offer or receive any kickback from any other bidder or contractor, supplier, manufacturer, or subcontractor in connection with the bid/offer on this solicitation. A kickback is defined as an inducement for the award of a contract, subcontracts or order, in the form of any payment, loan, subscription, advance, deposit of money, services or anything, present or promised, unless consideration of substantially equal or greater value is exchanged. Further, no person shall demand or receive any payment, loan, subscription, advance, and deposit of money, services or anything of value in return for an agreement not to compete on a public contract.

8. The Bidder is not a party to nor has it participated in nor is it obligated or otherwise bound by agreement, arrangement or other understanding with any person, firm or corporation relating to the exchange of information concerning bids, prices, terms or conditions upon which the contract resulting from the acceptance of its bid proposal is to be performed.

E. The following information is provided pursuant to the Contract Documents:

1. Legal Name of Bidder:

a. If Bidder is a corporation, state that corporation is organized under the laws of the State of

. Please affix corporate seal to this Bid Form.

b. Commonwealth of Virginia State Corporation Commission Number: ___________________

c. If Bidder is a partnership, state names of partners:

d. If Bidder is an individual using a trade name, state name of individual:

2. Virginia Contractor Registration Number: ;

Class:

3. Unique Entity Identifier (UEI#) - D-U-N-S Number: ___________________________________

4. Signature of Person or Persons legally authorized to bind Offeror to the Contract. A Bid submitted by

Route 1 Sewer Replacement B-5 an agent shall have a current Power of Attorney attached certifying the agent's authority to bind the Bidder.

a. Signature: Date:

b. Name (Type):

c. Title:

d. Address:

e. E-mail: Phone: ( )

F. The names and addresses of other persons interested as principals in this proposal are as follows:

G. Contract Time:

1. The Work shall be completed in accordance with Article 4 of Section C – Owner-Contractor

Agreement. Liquidated Damages shall be as set forth therein.

Route 1 Sewer Replacement B-6

BID BOND

KNOW ALL MEN BY THESE PRESENTS: That the Contractor (“Principal”) whose principal place of business is located at and

(“Surety”) whose address for delivery of “Notices’ is located at are held and firmly bound unto Spotsylvania County, Virginia, the Owner (“Obligee”) in the amount of five percent (5%) of the Total Amount Bid by Principal, for the payment whereof, Principal and Surety bind themselves, their heirs, executors, administrator, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, the Principal has submitted a bid for:

NOW, THEREFORE the conditions of this obligation are as follow. This Bid Bond shall guarantee that the

Principal will not withdraw his bid during the period of thirty (30) days following the opening of bids; that if his bid is accepted, Principal will enter into a formal contract with Owner in accordance with the Contract between Owner and Contractor included as part of the Invitation for Bids (Bidding Documents); that Principal will submit a properly executed and authorized Bid Bond on the forms included in the Bidding Documents;

and that in the event of the withdrawal of said bid within said period, or failure to enter into said contract and give said bonds within ten (10) days after Principal has received notice of acceptance of his bid, Principal and

Surety shall be jointly and severally liable to the Owner for the difference between the amount specified in said bid and such larger amount for which the Owner may contract with another party to perform and work covered by said bid, up to the amount of the bid guarantee. The amount represents the damage to the Owner on account of the default of the bidder in any particular thereof.

The Surety represents to the Principal and to the Obligee that it is legally authorized to do business in the

Commonwealth of Virginia.

Signed and sealed this day of 20 .

(SEAL)

Contractor / Principal

Route 1 Sewer Replacement B-7

By:

Printed Name:

Title:

(SEAL)

Surety

By:

Attorney-in-Fact

Title:

AFFIDAVIT AND ACKNOWLEDGEMENT OF ATTORNEY-IN-FACT

COMMONWEALTH/STATE OF ,

CITY /COUNTY of , to wit:

I, the undersigned notary public, do certify that ______________________________________ , whose name is signed to the foregoing bid bond in the amount of five percent (5%) of the Total Bid Price and which names

Spotsylvania County, Virginia, as Obligee, personally appeared before me today in the above jurisdiction and, being duly sworn, made oath that he is the attorney-in-fact of

, a corporation which is the Surety in the foregoing bond, that he is duly authorized to execute on the above Surety’s behalf the foregoing bond pursuant to the power of attorney that is dated , and attached hereto, and that on behalf of the above Surety, he acknowledged the foregoing bond before me as the above Surety’s act and deed. He has further stated under oath before me at this same time and place that the attached power of attorney has not been revoked and that he has not and had not, at the time of signing and delivering the bond or doing any other act pursuant to the power of attorney, received actual knowledge or actual notice of the revocation or termination of the power of attorney, by death, disability or otherwise, or notice of any facts indicating the same.

Route 1 Sewer…