CONTRACT DOCUMENTS &

SPECIFICATIONS

FOR

WATER, SANITARY SEWER,

DRAINAGE, AND PAVING

FACILITIES FOR MAGNOLIA

WOODS SEC 2A

Project No. 41006-21 Contract No. 001

JULY 2026

41006-21 00001- 1

CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS

FOR THE CONSTRUCTION OF

WATER, SANITARY SEWER, DRAINAGE, AND PAVING FACILITIES FOR MAGNOLIA

WOODS SEC 2A

LOCATED IN

MONTGOMERY COUNTY, TEXAS

PAPE DAWSON PROJECT NO. 41006-21

Seals & Certifications

Pape-Dawson

Texas P.E. Board Firm Registration No. 470

JORDAN C. KONESHECK, P.E.

The Professional Engineer whose signed and dated seal appears above was in responsible charge of preparing the following sections of the Contract Documents, which are fully identified by Section Number and Title in the TABLE OF CONTENTS:

00410, 01005, 01045, 01292, 01330, 01340, 01350, 01410, 01415, 01500, 01550, 01560, 01600, 01640, 01660, 01710, 01780, 01782, 01810, Technical Specifications as listed in the Table of Contents

7/14/26

MAGNOLIA WOODS SEC 2A WSD & PAV

TABLE OF CONTENTS

41006-21 00110 - 1

DIVISION 00 – BIDDING AND CONTRACT REQUIREMENTS

00115 LIST OF DRAWING SHEETS

00200 INSTRUCTIONS TO BIDDERS

00410 BID FORM

04336 PROPOSED SUBCONTRACTORS FORM

00520 AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR CONSTRUCTION CONTRACT

00610 PERFORMANCE BOND

00615 PAYMENT BOND

00620 MAINTENANCE BOND

00700 GENERAL CONDITIONS

00750 SUPPLEMENTARY CONDITIONS – INSURANCE

00800 SUPPLEMENTARY CONDITIONS – GENERAL

00810 ADDITIONAL CONDITIONS

00820 WALLER COUNTY ROADWAY PREVAILING WAGE RATES

DIVISION 01 – GENERAL REQUIREMENTS

01005 SUMMARY OF WORK

01045 COORDINATION WITH OWNER’S OPERATIONS

01292 SCHEDULE OF VALUES

01330 SUBMITTALS

01340 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

01350 CONSTRUCTION SCHEDULE

01410 TESTING LABORATORY SERVICES

01415 OBSERVATION OF CONSTRUCTION

01500 TEMPORARY FACILITIES AND CONTROLS

01550 BARRICADES AND WARNING DEVICES

01560 TRAFFIC SIGNS

01600 MATERIALS AND EQUIPMENT

01640 MANUFACTURERS’ SERVICES

01660 CLEANING AND ADJUSTING

01710 PROJECT RECORD DOCUMENTS

01780 CONTRACT CLOSEOUT

01782 OPERATIONS AND MAINTENANCE DATA

01810 EQUIPMENT TESTING AND FACILITY STARTUP

TECHNICAL SPECIFICATIONS

DIVISION 02 – SITE WORK

02105 VEGETATION STRIPPING

02110 CLEARING AND GRUBBING

02112 REMOVAL OF TREES AND STUMPS

02115 SITE PREPARATION

02120 STRIPPING, STOCKPILING, AND PLACING TOPSOIL

02130 CONSTRUCTION AND MAINTENANCE OF SILT FENCE BARRIERS

41006-21 00110 - 2

02140 CONTROL OF GROUND WATER AND SURFACE WATER

02150 STABILIZED CONSTRUCTION EXIT

02160 TRENCH SAFETY SYSTEM

02200 EXCAVATION

02215 EXCAVATING, TRENCHING AND BACKFILLING FOR UTILITIES

02219 JACKING, BORING OR TUNNELING PIPE

02314 EARTHWORK FOR UTILITIES

02315 EARTHWORK FOR PAVING

02316 EXCAVATION AND BACKFILL FOR STRUCTURES

02318 SCARIFY, PLOW, HARROW, SPRINKLE AND COMPACT EXISTING SUBGRADE OR FILL MATERIALS

02320 BACKFILL MATERIALS

02321 CEMENT STABILIZED SAND

02332 CRUSHED LIMESTONE BASE COURSE

02340 COMPACTED FILL

02401 CRUSHED LIMESTONE BASE COURSE

02402 CEMENT STABILIZED CRUSHED STONE BASE COURSE

02403 PORTLAND CEMENT STABILIZED SUBGRADE

02404 LIME STABILIZED SUBGRADE

02405 LIME FLYASH OR FLYASH STABILIZED SUBGRADE

02406 SUBGRADE STABILZATION

02410 PORTLAND CEMENT CONCRETE PAVING

02411 CONCRETE CURB OR CONCRETE CURB AND GUTTER

02501 DUCTILE IRON PIPE AND FITTINGS

02502 STEEL PIPE AND FITTINGS

02506 POLYVINYL CHLORIDE PIPE

02528 POLYETHYLENE WRAP

02533 CEMENT STABILIZED CRUSHED STONE BASE COURSE

02600 WATER DISTRIBUTION FACILITIES

02601 HYDROSTATIC TESTING OF WATER MAINS

02605 DISINFECTION OF WATER LINES AND WATER PLANTS

02720 STORM SEWER FACILITIES

02735 BYPASS PUMPING

02740 SANITARY SEWER FACILITIES

02751 SANITARY SEWER LINE CLEANING

02763 ADJUSTING MANHOLES AND INLETS

02910 TREE PROTECTION, MAINTENANCE AND EVALUATION

02915 TURF ESTABLISHMENT

02916 BROADCAST SEEDING

02920 HYDROMULCH SEEDING

DIVISION 03 – CONCRETE

03133 CONCRETE FORMWORK

03200 CONCRETE REINFORCEMENT

03303 HOT MIX ASPHALTIC CONCRETE SURFACING

03320 HOT MIX LAID ASPHALTIC CONCRETE

03341 CONCRETE MISCELLANEOUS MATERIALS

03390 CONCRETE CURING

41006-21 00110 - 3

DIVISION 04 – MASONRY (NOT USED)

DIVISION 05 – METALS (NOT USED)

DIVISION 06 – WOODS AND PLASTICS (NOT USED)

DIVISION 07 – THERMAL AND MOISTURE PROTECTION (NOT USED)

DIVISION 08 – DOORS AND WINDOWS (NOT USED)

DIVISION 09 – FINISHES (NOT USED)

DIVISION 10 – SPECIALTIES (NOT USED)

DIVISION 11 – EQUIPMENT (NOT USED)

DIVISION 12 – FURNISHINGS (NOT USED)

DIVISION 13 – SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 – CONVEYING SYSTEMS (NOT USED)

DIVISION 15 – MECHANICAL (NOT USED)

APPENDIX – FORMS SPECIFIED IN THE CONTRACT

CONTRACTOR’S STATEMENT OF QUALIFICATIONS

AFFIDAVIT OF BILLS PAID

TEXAS CONDITIONAL WAIVER AND RELEASE ON PROGRESS PAYMENT

TEXAS CONDITIONAL WAIVER AND RELEASE ON FINAL PAYMENT

TEXAS UNCONDITONAL WAIVER AND RELEASE ON PROGRESS PAYMENT

TEXAS UNCONDITONAL WAIVER AND RELEASE ON FINAL PAYMENT

Notes:

A. The General Conditions of this Contract is the Engineers Joint Contract Documents Committee (EJCDC) Document C-700 "Standard General Conditions of the Construction Contract", 2018 Edition, hereinafter referred to as the "General Conditions".

B. If a discrepancy occurs between the Technical Specifications in these Contract Documents and the technical specifications of the jurisdiction where the Work is being performed, the more stringent shall take precedence.

* END *

41006-21 00110 - 4

\\pape-dawson\PD-Legacy\K-Drive\Projects\410\06\21\5-0 Construction Project 2\5-1 Bid Phase\4-1-4 Contract Documents\002 TOC.doc

41006-22 00100 - 1

SECTION 00100

INVITATION TO BIDDERS

OWNER LGI HOMES – TEXAS, LLC FOR MONTGOMERY COUNTY MUD NO. 125

1450 Lake Robbins Drive, Suite 430 The Woodlands, Texas 77380

ENGINEER Pape-Dawson 2107 CityWest Blvd., 3rd Floor Houston, Texas 77042 Attn: Jacob Miller, P.E.

Telephone: 713-428-2400

PROJECT/WORK CONSTRUCTION OF WATER, SANITARY SEWER, DRAINAGE, AND PAVING

FACILITIES FOR MAGNOLIA WOODS SEC 2A

BID OPENING TIME Tuesday, July 21, 2026 @ 10:00 a.m.

Solicited bids, addressed to LGI HOMES – TEXAS, LLC FOR MONTGOMERY COUNTY MUNICIPAL UTILITY DISTRICT NO. 125 will be electronically received via Email to Jmiller@pape-dawson.com until 10:00 a.m.

local time, Tuesday, July 21, 2026. Bidders may view the public opening of sealed Bids via CivCastUSA Website (www.CivCastUSA.com). The Apparent Low Bidders will be automatically generated and posted for furnishing all plan, labor, material and equipment and performing all work required for the construction of WATER, SANITARY SEWER, DRAINAGE, AND PAVING FACILITIES FOR MAGNOLIA WOODS SEC 2A. Plans, specifications and bid documents may be viewed and downloaded free of charge (with the option to purchase hard copies) at the CivCastUSA Website. Reproduction charges will apply according to CivCastUSA rates.

The Owner reserves the right to reject any or all PROPOSALS and to waive irregularities in the bidding. In case of ambiguity or lack of clearness in stating the prices in the PROPOSAL, the Owner reserves the right to consider the most advantageous construction thereof or to reject the PROPOSAL.

– END OF SECTION –

mailto:Jmiller@pape-dawson.com http://www.civcastusa.com/

41006-22 00115 - 1

SECTION 00115

LIST OF DRAWING SHEETS

MAGNOLIA WOODS SEC 2A WATER, SANITARY SEWER, DRAINAGE, AND

PAVING FACILITIES FOR MAGNOLIA WOODS

41006-22 00200 - 1

SECTION 00200

INSTRUCTIONS TO BIDDERS

ARTICLE 1 – DEFINED TERMS

1.01 Terms used in these Instructions to Bidders have the meanings indicated in the Standard General

Conditions of the Construction Contract (General Conditions) and the Supplementary Conditions.

ARTICLE 2 – COPIES OF BIDDING DOCUMENTS

2.01 Bidding Documents may be viewed and downloaded free of charge (with the option to purchase hard copies) at the CivCastUSA Website (www.CivCastUSA.com). Reproduction charges may apply according to CivCastUSA rates.

2.02 Complete sets of Bidding Documents shall be used in preparing Bids; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents.

2.03 Owner and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids for the Work and do not confer a license or grant for any other use.

ARTICLE 3 – QUALIFICATIONS OF BIDDERS

3.01 When requested by either the Owner or Engineer, the apparent most qualified, responsible bidder must submit to Owner, within 5 days of notification of award of the Contract, either (i) a fully completed contractor’s statement of qualification or (ii) a written statement that the most recently submitted contractor’s statement of qualification is accurate, which statement of qualification must be considered in the award of the Contract. Failure to accurately complete the contractor’s statement of qualifications or to timely submit the statement of qualifications will, at Owner’s option, disqualify the bidder from consideration in the award of the Contract. The form of the Contractor’s statement of qualifications is available from the Engineer upon request.

Owner may reject, at Owner’s sole discretion, a bidder’s statement of qualifications if the bidder’s statement of qualifications is not on the form provided. Evidence of out-of-state incorporation to conduct business in the state in which the Work is to be performed, along with state contractor license number, as applicable, must also be provided and is a consideration in the award of the Contract.

ARTICLE 4 – EXAMINATION OF BIDDING DOCUMENTS AND SITE

4.01 Provisions concerning subsurface conditions and other physical conditions, Underground

Facilities, and possible changes in the Bidding Documents due to differing or unanticipated conditions appear in Articles 5.03, 5.04, and 5.05 of the General Conditions. Provisions concerning any potentially Hazardous Environmental Conditions at the Site and possible

41006-22 00200 - 2 changes in the Contract Documents due to any such conditions uncovered or revealed at the Site appear in Article 5.06 of the General Conditions.

4.02 Upon request, Owner will provide Bidder access to the Site to conduct such examinations, investigations, explorations, tests, and studies as Bidder deems necessary for submission of a Bid.

Bidder shall fill all holes and clean up and restore the Site to its former condition upon completion of such explorations, investigations, tests, and studies. Bidder shall comply with all applicable Laws and Regulations relative to excavation and utility locates.

4.03 It is the responsibility of each Bidder before submitting a Bid to:

A. examine and carefully study the Bidding Documents, the other related data identified in the Bidding Documents, and any Addenda;

B. visit the Site and become familiar with and satisfy Bidder as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work;

C. become familiar with and satisfy Bidder as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work;

D. carefully study all (if available): (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities), and (2) reports and drawings of Hazardous Environmental Conditions at the Site;

E. consider the information known to Bidder; information commonly known to

Contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Site-related reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) Bidder’s safety precautions and programs;

F. agree at the time of submitting its Bid that no further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of its Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents;

G. become aware of the general nature of the work to be performed by Owner and others at the Site that relate to the Work as indicated in the Bidding Documents;

H. promptly give Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder discovers in the Bidding Documents and confirm that the written resolution thereof by Engineer is acceptable to Bidder; and

41006-22 00200 - 3

I. determine that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work.

4.04 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Bidding Documents and applying any specific means, methods, techniques, sequences, and procedures of construction that may be shown or indicated or expressly required by the Bidding Documents, that Bidder has given Engineer written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in the Bidding Documents and the written resolutions thereof by Engineer are acceptable to Bidder, and that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work.

ARTICLE 5 – PRE-BID CONFERENCE

5.01 There will be no pre-bid conference for this project.

ARTICLE 6 – SITE AND OTHER AREAS

6.01 The Site is identified in the Bidding Documents. Easements for permanent structures or permanent changes to existing facilities are to be obtained and paid for by Owner unless otherwise provided in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor.

ARTICLE 7 – INTERPRETATIONS AND ADDENDA

7.01 All questions about the meaning or intent of the Bidding Documents are to be submitted to

Engineer in writing online to the www.CivCastUSA.com system or website. Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda, through the www.CivCastUSA.com website. Questions will be received up to 72 hours prior to the time and date for opening of Bids. Addenda, if issued, will be provided 48 hours prior to the time and date for opening bids. No explanation or interpretation of the Contract Documents, other than written addenda, is binding. Oral and other interpretations or clarifications will be without legal effect.

7.02 Addenda may be issued to clarify, correct, or change the Bidding Documents as deemed advisable by Owner or Engineer.

ARTICLE 8 – BID SECURITY

8.01 A Bid must be accompanied by a Bid security made payable to Owner. The Bid security required is an amount of 10% if the Bidder’s maximum Bid price is less than $250,000. The Bid security required is an amount of 5% if the Bidder’s maximum Bid price is $250,000 or more. The Bid security shall be in the form of a Bid bond issued by a surety meeting the requirements of Articles

6.01 and 6.02 of the General Conditions. CASHIER CHECKS WILL NOT BE ACCEPTED.

41006-22 00200 - 4

8.02 The Bid security is a guarantee that the successful bidder will enter into the Contract within 9 days and execute the required Bonds on the forms provided and provide the required insurance certificates and Bonds within 5 days after the date Contract Documents are received by the successful bidder. Bid Securities will be returned to all but the 3 most qualified, responsible bidders within 3 days after opening of Bids, and the latter’s Bid Securities will be returned after complete execution of the Contract Documents. If the successful bidder does not enter the Contract after notice of award, then the bidder’s Bid Security will be forfeited and will be retained by Owner. If the award of the Contract to the successful bidder is canceled or not executed for any reason, the Owner may accept the next lowest bid and proceed with the next lowest qualified bidder.

8.03 The Bid security of other Bidders whom Owner believes do not have a reasonable chance of receiving the award will be returned within 7 days after the Bid opening.

ARTICLE 9 – CONTRACT TIMES

9.01 The number of days within which, or the dates by which (Milestones are to be achieved and) the Work is to be completed and ready for final payment are set forth in the Agreement (Section 00520). All bidders submitting a Bid must accept the Contract Times as a requirement to the Contract Documents.

ARTICLE 10 – ECONOMIC DISINCENTIVES

10.01 Provisions for economic disincentives, if any, are set forth in the Agreement.

ARTICLE 11 – SUBSTITUTE AND “OR-EQUAL” ITEMS

11.01 The Contract, if awarded, will be based on materials and equipment specified or described in the

Bidding Documents. Where materials or equipment are specified by a trade or brand name, it is not the intention of the Owner to discriminate against an equal product or another manufacturer, but to set a definite standard of quality or performance, and to establish an equal basis for the evaluation of the completed Bid Form. In preparing his Bid, the Bidder is expected to include the cost of the item so specified. A Bidder wishing to offer substitute items of equipment or materials for those specified is invited to do so by written request to Engineer explaining the substitutions and any cost savings that would result if the substitute item were accepted by the Owner. Each such request shall conform to the requirements of Article 7.05 and

7.06 of the General Conditions. No item of material or equipment will be considered by Engineer as a substitute or “or-equal” unless written request for approval has been submitted by Bidder.

The burden of proof of the merit of the proposed item is upon Bidder. Engineer’s decision of approval or disapproval of a proposed item will be final. In some cases, approval of substitute or “or equal” items will be set forth in an Addendum issued to all prospective Bidders.

ARTICLE 12 – PREVAILING WAGE RATE SCALE

12.01 Chapter 2258 of the Texas Government Code provides that any political subdivision of the State of Texas shall ascertain the general prevailing wage rate received by the classes of Workers employed on Projects like this Project and shall specify in the call for bids and in the Contract the minimum wage rates which shall be paid for each type of Worker. This statute further provides

41006-22 00200 - 5 that the CONTRACTOR or subcontractors shall pay a penalty to the OWNER sixty dollars for each Worker employed for each calendar day or part of the day that the Worker is paid less than the wage rates stipulated in the Contract.

12.02 The OWNER is authorized to withhold from the CONTRACTOR the amount of this penalty from any payment due under the Contract.

12.03 The statute also requires that the CONTRACTOR and subcontractors keep an accurate record of the names and occupations of all persons employed by them in the construction of the Project and to show the actual per diem wages paid to each Worker. These records shall be open to the inspection of the OWNER.

12.04 The minimum wage rates that apply to this Contract are specified in the attachment hereto.

CONTRACTOR and subcontractors shall review and ascertain such wage rates and pay at least such minimum rates.

ARTICLE 13 – SUBCONTRACTORS, SUPPLIERS, AND OTHERS

13.01 If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, individuals, or entities to be submitted to Owner in advance of a specified date prior to the Effective Date of the Agreement, the apparent Successful Bidder, and any other Bidder so requested, shall within 5 days after Bid opening, submit to Owner a list of all such Subcontractors, Suppliers, individuals, or entities proposed for those portions of the Work for which such identification is required. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, Supplier, individual, or entity if requested by Owner. If Owner or Engineer, after due investigation, has reasonable objection to any proposed Subcontractor, Supplier, individual, or entity, Owner may, before the Notice of Award is given, request apparent Successful Bidder to submit a substitute, in which case apparent Successful Bidder shall submit an acceptable substitute, Bidder’s price will be increased (or decreased) by the difference in cost occasioned by such substitution, and Owner may consider such price adjustment in evaluating Bids and making the Contract award.

13.02 If the apparent Successful Bidder declines to make any such substitution, Owner may award the

Contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, individuals, or entities. Declining to make the requested substitutions will not constitute grounds for forfeiture of the Bid security of any Bidder. Any Subcontractor, Supplier, individual, or entity so listed and against which Owner or Engineer makes no written objection prior to the giving of the Notice of Award will be deemed acceptable to Owner and Engineer subject to revocation of such acceptance after the Effective Date of the Agreement as provided in Article 7.07 of the General Conditions.

ARTICLE 14 – PREPARATION OF BID

14.01 The Bid Form is included with the Bidding Documents.

14.02 All blanks on the electronic Bid Form shall be completed. Section 004100 shall also be completed and uploaded to the www.CivCastUSA.com website. Discrepancies between the unit

41006-22 00200 - 6 prices in the electronic Bid Form and the unit prices in Section 00410 will be resolved in favor of the unit prices in the electronic Bid Form. A Bid price shall be indicated for each section, Bid item, alternative, adjustment unit price item, and unit price item listed therein. If no amount is to be included, zeroes or the words “No Bid,” “No Change,” or “Not Applicable” shall be entered in the spaces. No segregated bids or assignments will be considered. Unbalanced bids may be rejected. An “unbalanced” Bid means a Bid containing unit prices that are significantly less than cost for some items and significantly more than cost for others. This may be evidenced by submission of unit price Bid items where the cost is significantly higher/lower than the cost of the same Bid items submitted by other Bidders on the same Project.

14.03 A Bid by a CORPORATION shall be executed in the corporate name by the president or a vice-president (or other corporate officer accompanied by evidence of authority to sign). The corporate seal shall be affixed in the space provided and attested by the secretary or assistant secretary of the corporation. The official address of the corporation shall be shown.

14.04 A Bid by a PARTNERSHIP shall be executed in the partnership name and signed by a partner

(whose title must appear under the signature). The official address of the partnership shall be shown.

14.05 A Bid by a LIMITED LIABILITY COMPANY shall be executed in the name of the firm by a member authorized to sign. The official address of the firm shall be shown.

14.06 A Bid by an INDIVIDUAL shall be executed by the individual with the individual’s name and official address.

14.07 A Bid by a JOINT VENTURE shall be executed by each joint venturer. The official address of the joint venture shall be shown.

14.08 All names shall be typed or printed in ink below the signatures.

14.09 The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. Any bids not showing all Addenda may be rejected.

14.10 Postal and email addresses and telephone number for communications regarding the Bid shall be shown.

14.11 The Bid shall contain evidence of Bidder’s authority and qualification to do business in the state where the Project is located, or Bidder shall covenant in writing to obtain such authority and qualification prior to award of the Contract and attach such covenant to the Bid. Bidder’s state Contractor license number, if any, shall also be shown on the Bid Form.

ARTICLE 15 – BASIS OF BID

15.01 Unit Price

A. Bidders shall submit a Bid on a unit price basis for each item of Work listed in the Bid Form.

41006-22 00200 - 7

B. The total of all estimated prices will be the sum of the products of the estimated quantity of each item and the corresponding unit price. The final quantities and Contract Price will be determined in accordance with Article 13.03 of the General Conditions.

C. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum.

15.02 The Bid price shall include such amounts as the Bidder deems proper for overhead and profit on account of cash allowances, if any, named in the Contract Documents as provided in Article 13.02 of the General Conditions.

15.03 The Bid Form may include Supplemental Items that may be required to complete the Work. If minimum unit prices have been established for Supplemental Items shown on the Bid Form, the bidder may not bid a unit price less than the minimum; however, he may increase the unit price.

If maximum unit prices have been established for Supplemental Items shown on the Bid Form, the bidder may not bid a unit price more than the maximum; however, he may decrease the unit price. When Work covered by Supplemental Items is requested by the Owner or Contractor and approved by the Engineer, payment will be based on the quantity actually constructed and the unit prices in the Bid Form. Award of the Contract will be based on the total amount bid, which may include selected Supplemental and Alternate Bid Items (See Article 22.02 below).

ARTICLE 16 – SUBMITTAL OF BID

16.01 Bids shall be submitted via Civcast.com

ARTICLE 17 – MODIFICATION AND WITHDRAWAL OF BID

17.01 A Bid may be modified or withdrawn by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids.

17.02 If within 24 hours after Bids are received, any Bidder files a duly signed written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid, and the Bid security will be returned.

ARTICLE 18 – OPENING OF BIDS - “ INTENTIONALLY DELETED”

ARTICLE 19 – BIDS TO REMAIN SUBJECT TO ACCEPTANCE

19.01 All Bids will remain subject to acceptance for the period stated in Section 00410 Bid Form, but

Owner may, in its sole discretion, release any Bid and return the Bid security prior to the end of this period.

41006-22 00200 - 8

ARTICLE 20 – AWARD OF CONTRACT

20.01 Owner reserves the right to reject any or all Bids, including without limitation, non-conforming, non-responsive, unbalanced, or conditional Bids. Owner further reserves the right to reject the Bid of any Bidder whom it finds, after reasonable inquiry and evaluation, to not be responsible.

Owner may also reject the Bid of any Bidder if Owner believes that it would not be in the best interest of the Project to make an award to that Bidder. Owner also reserves the right to waive all informalities not involving price, time, or changes in the Work and to negotiate contract terms with the Successful Bidder.

20.02 The Owner reserves the right to award the project based on any combination of items in the Bid

20.03 More than one Bid for the same Work from an individual or entity under the same or different names will not be considered. Reasonable grounds for believing that any Bidder has an interest in more than one Bid for the Work may be cause for disqualification of that Bidder and the rejection of all Bids in which that Bidder has an interest.

20.04 In evaluating Bids, Owner will consider whether the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award.

20.05 In evaluating Bidders, Owner will consider the qualifications of Bidders and may consider the qualifications and experience of Subcontractors, Suppliers, and other individuals or entities proposed for those portions of the Work for which the identity of Subcontractors, Suppliers, and other individuals or entities must be submitted as provided in the Supplementary Conditions.

20.06 Owner may conduct such investigations as Owner deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals, or entities to perform the Work in accordance with the Contract Documents.

20.07 If the Contract is to be awarded, Owner will award the Contract to the Bidder whose Bid is in the best interests of the Project.

ARTICLE 21 – CONTRACT SECURITY AND INSURANCE

21.01 Article 6 of the General Conditions, and as modified by Section 00750 Supplementary Conditions

- Insurance, sets forth Owner’s requirements as to performance and payment bonds and insurance. When the Successful Bidder delivers the executed Agreement to Owner, it shall be accompanied by such bonds and a Certificate of Insurance.

ARTICLE 22 – SIGNING OF AGREEMENT

22.01 When Owner gives a Notice of Award to the Successful Bidder, it shall be accompanied by the required number of unsigned counterparts of the Agreement with the other Contract Documents which are identified in the Agreement as attached thereto. Within 10 days thereafter, Successful Bidder shall sign and deliver the required number of counterparts of the Agreement and attached

41006-22 00200 - 9 documents to Owner. Within 10 days thereafter, Owner shall deliver one fully signed counterpart to Successful Bidder with a complete set of the Construction Plans.

ARTICLE 23 – SALES AND USE TAXES

23.01 Provisions concerning state sales and use taxes are set forth in the Supplementary Conditions.

ARTICLE 24 – RETAINAGE

24.01 Provisions concerning retainage are set forth in the Agreement.

ARTICLE 25 – WORKERS’ COMPENSATION INSURANCE COVERAGE

25.01 Provisions concerning workers’ compensation insurance coverage are set forth in Section 00750

Supplementary Conditions - Insurance.

- END OF SECTION –

Magnolia Woods Sec 2A WSD , ALT PAV

FOR:

DATE:

SUBMITTED BY:

Bidding Firm's Full Name

Address

City, State Zip

Phone Number

Addendum No. ______ Dated _____________ Addendum No. ______ Dated _____________

Addendum No. ______ Dated _____________ Addendum No. ______ Dated _____________

Addendum No. ______ Dated _____________ Addendum No. ______ Dated _____________

Addendum No. ______ Dated _____________ Addendum No. ______ Dated _____________

SECTION 00 4100

BID FORM

LGI Homes - Texas, LLC c/o Pape-Dawson Consulting Engineers, LLC

ATTN: Jacob Miller, P.E.

2107 CityWest Blvd, 3rd Flr

Houston, Texas 77042

Magnolia Woods Sec 2A WSD & PAV, Montgomery County, Texas

Having received and carefully examined the Bidding Documents, the other related data identified in the Bidding

Documents, the Project Site, and the Addenda listed in the following table, I, the Undersigned submits this Bid

41006-21 00 4100 - 1

(1)

(2)

(3)

(4)

(5)

(6)

I acknowledge that:

(1)

(2)

(3)

(4)

(5)

(6)

(1)

(2)

(3)

(4)

(5) the amounts given in this Bid have been carefully checked and are submitted as correct and final; and this Bid is made without collusion involving any other person, group, partnership, or corporation;

no other individuals or entities have been solicited or induced to refrain from bidding or to submit a false

Bid;

to the Contract Times as specified in the Agreement.

to accomplish the Work in accordance with the Contract Documents by furnishing all materials, equipment, and labor for proper construction and completion of the Work; and to enter into and execute the Agreement within 9 calendar days of receipt of Notice of Award or acceptance of this Bid and to furnish the required bonds and a certificate of insurance within 5 calendar days of receipt of Notice of Award or acceptance of this Bid;

that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted;

the total Contract Price may be increased or decreased or the total Contract Time reduced or extended to compensate for changes in the Work as ordered by the Owner; and the Owner reserves the right to reject any or all proposals and to waive irregularities in the bidding. In case of ambiguity or lack of clearness in stating the prices in the proposal, the Owner reserves the right to consider the most adavantageous construction thereof or to reject the proposal;

the Owner reserves the right to reject any and all Bids;

that the Owner reserves the right to award any combination of the items in the Bid Form;

the estimated quantities are not guaranteed and are solely for the purpose of comparison of Bids, and final payment for all Unit Price bid items will be based on actual quantities, determined as provided in the

Contract Documents;

the Contractor's Statement of Qualifications has been completed true and accurate and is included with this Bid.

this Bid is genuine, and the only person or parties associated with or having an interest in this Bid as principals are those named herein;

Furthermore, I certify that:

the Undersigned hereby declares that he has visited the site and carefully examined the Site Conditions, Drawings, Specifications, Contract Documents, and Bidding Documents related to the work covered by his

Bid.

that this Bid will be open to acceptance and is irrevocable for 60 calendar days from the Bid closing date.

to accept all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security;

For the performance of the Work, the enclosed amounts are bid. The unit prices and extended totals on the following pages are written in figures with the unit prices prevailing in the event of any discrepancies. In submitting this Bid Form, I agree:

41006-21 00 4100 - 2

Witness:

Address:

Phone:

E-Mail:

Performance, Payment and Maintenance Bonds

Bonds on Behalf of Corporate Surety:

will be issued by (Name of Corporate Surety):

Name and Address of Local Agency for Corporate Surety:

Phone Number:

Name of Person(s) Executing

E-Mail:

Name of Insurance Agency:

Phone Number:

Bidder:

By:

Title:

[Corporate Seal]

41006-21 00 4100 - 3

BASE BID ITEMS:

Water Line Items Subtotal -$

Sanitary Sewer Items Subtotal -$

Drainage Items Subtotal -$

Storm Water Pollution Prevention Plan Items Subtotal -$

Miscellaneous Items Subtotal -$

CONTRACT TIME:

We will complete the Alternate Paving Items in _______ calendar days (60 days maximum) from the Notice to

Proceed.

If this Bid is accepted, we will complete the Stage I Items in _______ calendar days (52 days maximum) from the

Stage I Notice to Proceed. We will complete the Stage II Items in _______ calendar days (15 days maximum) from the Stage II Notice to Proceed.

WSD Completion time includes ________ calendar days (12 days minimum) for adverse weather conditions, and we acknowledge that time is of the essence to Owner and additional adverse weather days will not be granted.

CONSTRUCTION OF WATER, SANITARY SEWER, DRAINAGE, AND PAVING FACILITIES FOR MAGNOLIA WOODS

SEC 2A

PAV Alternate Items

Storm Water Pollution Prevention Plan Alternate Items

Miscellaneous Alternate Items Total

Construction Of Water, Sanitary Sewer, Drainage, And Paving

Facilities For Magnolia Woods Sec 2A Including Alternates WSD A1

& PAV A2 Grand Total

PD PROJECT NO.41006-21

BID SUMMARY

Construction Of Water, Sanitary Sewer, Drainage, And

_____ Paving Facilities For Magnolia Woods Sec 2A Grand Total

WSD Alternate Items Total

Alt PAV Completion time includes ________ calendar days (14 days minimum) for adverse weather conditions, and we acknowledge that time is of the essence to Owner and additional adverse weather days will not be granted.

41006-21 00 4100 - 4

Cost

Code

Item

No.

Item Description Unit

Approx.

Quantity Unit Price Total Amount

11300 1 4-Inch Water Line, All Depths, Complete in

Place

Linear

Foot

11300 2 6-Inch Water Line, All Depths, Complete in

Place

Linear

Foot

11300 3 8-Inch Water Line, All Depths, Complete in

Place

Linear

Foot

11300 4

8-Inch Class 235, C900 Polyvinyl Chloride

(PVC) Water Line, With Restraint Devices for Pipe Joints and Fittings, All Depths, Complete in Place

Linear

Foot

11300 5 12-Inch Water Line, All Depths, Complete in Place

Linear

Foot

11300 6

12-Inch Class 235, C900 Polyvinyl Chloride

(PVC) Water Line, With Restraint Devices for Pipe Joints and Fittings, All Depths, Complete in Place

Linear

Foot

11300 7 4-Inch AWWA Gate Valve and Box, Complete in Place Each 11

11300 8 6-Inch AWWA Gate Valve and Box, Complete in Place Each 11

11300 9 8-Inch AWWA Gate Valve and Box, Complete in Place Each 22

11300 10 12-Inch AWWA Gate Valve and Box, Complete in Place Each 1

11300 11 2-Inch Blow-Off Valve & Box (Permanent), Complete in Place Each 11

11300 12 2-Inch Blow-Off Valve & Box (Temporary), Complete in Place Each 2

11300 13

12-Inch Wet Connection, Including

Removal and Disposal Offsite of Existing 2-

Inch Blow-Off Valve & Box and 12-Inch Plug and Clamp, All Depths, Complete in Place

Each 1

11300 14

12-Inch by 6-Inch AWWA Tapping Sleeve &

Valve with Box, All Depths, Complete in

Place

Each 2

11300 15

12-Inch by 8-Inch AWWA Tapping Sleeve &

Valve with Box, All Depths, Complete in

Place

Each 1

11300 16 Flushing Valve, All Depths, Complete in

Place Each 10

11300 17 Trench Safety System Greater Than 5-Feet, Complete in Place

Linear

Foot

11300 18 Design of Trench Excavation and Shoring

Safety Plan, Complete

Lump

Sum

11700 19

6-Inch Sanitary Sewer Pipe for Service

Laterals, All Depths, Including All Wyes, Tees, Bends, and Marker Pipe, Complete in

Place

Linear

Foot

Water Line Items

CONSTRUCTION OF WATER, SANITARY SEWER, AND DRAINAGE FACILITIES FOR MAGNOLIA WOODS SEC 2A :

Water Line Items Subtotal

Sanitary Sewer Items

41006-21 00 4100 - 5

Code

Item

No.

Item Description Unit

Approx.

Quantity Unit Price Total Amount

CONSTRUCTION OF WATER, SANITARY SEWER, AND DRAINAGE FACILITIES FOR MAGNOLIA WOODS SEC 2A :

11700 20

8-Inch Sanitary Sewer Pipe for Service

Laterals, All Depths, Including All Wyes, Tees, Bends, and Marker Pipe, Complete in

Place

Linear

Foot

11700 21

8-Inch Sanitary Sewer Pipe, Depth of 0 Feet to 8 Feet from Proposed Top of Curb, Complete in Place

Linear

Foot

11700 22

8-Inch Sanitary Sewer Pipe, Depth of 8 Feet to 16 Feet from Proposed Top of Curb, Complete in Place

Linear

Foot

11700 23

18-Inch Sanitary Sewer Pipe, Depth of 8

Feet to 16 Feet from Proposed Top of Curb, Complete in Place

Linear

Foot

11700 24

18-Inch Sanitary Sewer Pipe, Depth of 16

Feet and Greater from Proposed Top of

Curb, Complete in Place

Linear

Foot

11700 25 8-Inch Sanitary Sewer Cleanout, All Depths, Complete in Place Each 9

11700 26

City of Houston Sanitary Sewer Precast

Concrete Manhole (4-Foot Diameter), With

Inflow Preventor, Depth of 0 Feet to 8 Feet, Complete in Place

Each 17

11700 27

City of Houston Sanitary Sewer Precast

Concrete Manhole (4-Foot Diameter), With

Inflow Preventor, Depth of 8 Feet to 16

Feet, Complete in Place

Each 11

11700 28

City of Houston Sanitary Sewer Precast

Concrete Manhole (4-Foot Diameter), With

Inflow Preventor, Depth of 16 Feet and

Greater, Complete in Place

Each 2

11700 29 8-Inch Standard Sanitary Sewer Drop

Connection, All Depths, Complete in Place Each 8

11700 30 6-Inch Standard Sanitary Sewer Stack, All

Depths, Complete in Place Each 18

11700 31

Adjust Existing Sanitary Sewer Precast

Concrete Manhole Top to Proposed Grade, Complete in Place

Each 5

11700 32

Connection to Existing Sanitary Sewer

Manhole with 8-Inch Sanitary Sewer Line, Including Coring and Rubber Boot at

Connection into Manhole, Complete in

Place

Each 1

11700 33

Connection to Existing Sanitary Sewer

Manhole with 18-Inch Sanitary Sewer Line, Including Coring and Rubber Boot at

Connection into Manhole, Complete in

Place

Each 2

11700 34

Bypass Pumping as Necessary to Provide

Adequate Time for Removal and

Installation of Proposed Sanitary Sewer

Line to Manhole, Complete

Lump

Sum

41006-21 00 4100 - 6

Code

Item

No.

Item Description Unit

Approx.

Quantity Unit Price Total Amount

CONSTRUCTION OF WATER, SANITARY SEWER, AND DRAINAGE FACILITIES FOR MAGNOLIA WOODS SEC 2A :

11700 35 Trench Safety System Greater Than 5-Feet, Complete in Place

Linear

Foot

11700 36 Design of Trench Excavation and Shoring

Safety Plan, Complete

Lump

Sum

12300 37

24-Inch Polypropylene Pipe (PP), ASTM

F2881, With Watertight Joints, All Depths, Including Post-Installation Mandrel Testing, Per Harris County Specification Item 400 &

482, with 2 Stack per Ton Cement

Stabalized Sand for Backfill, Complete in

Place

Linear

Foot

12300 38

24-Inch Reinforced Concrete Pipe (RCP), C76, Class III, With Rubber Gasket Joints, All Depths, Complete in Place

Linear

Foot

12300 39

30-Inch Polypropylene Pipe (PP), ASTM

F2881, With Watertight Joints, All Depths, Including Post-Installation Mandrel Testing, Per Harris County Specification Item 400 &

482, with 2 Stack per Ton Cement

Stabalized Sand for Backfill, Complete in

Place

Linear

Foot

12300 40

30-Inch Reinforced Concrete Pipe (RCP), C76, Class III, With Rubber Gasket Joints, All Depths, Complete in Place

Linear

Foot

12300 41

36-Inch Polypropylene Pipe (PP), ASTM

F2881, With Watertight Joints, All Depths, Including Post-Installation Mandrel Testing, Per Harris County Specification Item 400 &

482, with 2 Stack per Ton Cement

Stabalized Sand for Backfill, Complete in

Place

Linear

Foot

12300 42

42-Inch Polypropylene Pipe (PP), ASTM

F2881, With Watertight Joints, All Depths, Including Post-Installation Mandrel Testing, Per Harris County Specification Item 400 &

482, with 2 Stack per Ton Cement

Stabalized Sand for Backfill, Complete in

Place

Linear

Foot

12300 43

42-Inch Reinforced Concrete Pipe (RCP), C76, Class III, With Rubber Gasket Joints, All Depths, Complete in Place

Linear

Foot

12300 44

48-Inch Polypropylene Pipe (PP), ASTM

F2881, With Watertight Joints, All Depths, Including Post-Installation Mandrel Testing, Per Harris County Specification Item 400 &

482, with 2 Stack per Ton Cement

Stabalized Sand for Backfill, Complete in

Place

Linear

Foot

Drainage Items

Sanitary Sewer Items Subtotal

41006-21 00 4100 - 7

Code

Item

No.

Item Description Unit

Approx.

Quantity Unit Price Total Amount

CONSTRUCTION OF WATER, SANITARY SEWER, AND DRAINAGE FACILITIES FOR MAGNOLIA WOODS SEC 2A :

12300 45

48-Inch Reinforced Concrete Pipe (RCP), C76, Class III, With Rubber Gasket Joints, All Depths, Complete in Place

Linear

Foot

12300 46

60-Inch Reinforced Concrete Pipe (RCP), C76, Class III, With Rubber Gasket Joints, All Depths, Complete in Place

Linear

Foot

12300 47 Type "B-B" Inlet, Stage I Construction, All

Depths, Complete in Place Each 4

12300 48

Type "B-B" Inlet, Stage II Construction, When Authorized by Owner, Complete in

Place

Each 4

12300 49 Type "C-1" Inlet, Stage I Construction, All

Depths, Complete in Place Each 8

12300 50

Type "C-1" Inlet, Stage II Construction, When Authorized by Owner, Complete in

Place

Each 8

12300 51 Type "C-2" Inlet, Stage I Construction, All

Depths, Complete in Place Each 12

12300 52

Type "C-2" Inlet, Stage II Construction, When Authorized by Owner, Complete in

Place

Each 12

12300 53 Type "E" Inlet, All Depths, Complete in

Place Each 2

12300 54 Type "C" Manhole for 42-Inch and Smaller

Pipe, All Depths, Complete in Place Each 25

12300 55 Type "C" Manhole for 48-Inch to 72-Inch

Pipe, All Depths, Complete in Place Each 6

12300 56

Connect Proposed 30-Inch Polypropylene

Pipe (PP) to Existing Type "C" Manhole, Complete in Place

Each 1

12300 57 Type "C" Manhole for with "E" Inlet Top, All Depths, Complete in Place Each 2

12300 58 Removal and Disposal Offsite of Existing 30-

Inch Reinforced Concrete Pipe (RCP) Linear

Foot

12300 59 Removal and Disposal Offsite of 24-Inch

Corrugated Galvanized Metal Pipe (CGMP) Linear

Foot

12300 60 Removal and Disposal Offsite of Existing

Type "E" Inlet Each 1

12300 61 Removal and Disposal Offsite of Existing

Interceptor Structure Each 2

12300 62

5-Inch Thick Reinforced Concrete Slope

Paving With 36-Inch Deep Concrete

Toewall, All Sides, Complete in Place

Square

Yards

12300 63

18-Inch Thick Broken Concrete Riprap With

"Mirafi-600", or Approved Equal, Woven

Filter Fabric, Complete in Place

Square

Yards

12300 64 Trench Safety System Greater than 5-Feet, Complete in Place

Linear

Foot

41006-21 00 4100 - 8

Code

Item

No.

Item Description Unit

Approx.

Quantity Unit Price Total Amount

CONSTRUCTION OF WATER, SANITARY SEWER, AND DRAINAGE FACILITIES FOR MAGNOLIA WOODS SEC 2A :

12300 65 Design of Trench Excavation and Shoring

Safety Plan, Complete

Lump

Sum

10900 66

Compliance with the Texas Commission on

Environmental Quality’s (TCEQ) Texas

Pollutant Discharge Elimination System

(TPDES) Regulations Under the State of

Texas General Permit No. TXR150000, Including Storm Water Pollution

Prevention Plan (SWPPP) Preparation, Filing, Installation, Maintenance, Inspections, Reporting, etc. as Required by

Said Permit.

Lump

Sum

10900 67

Stabilized Construction Road and Exit, When Authorized by Owner, Complete in

Place

Each 1

10900 68 Stage I Inlet Protection Trap, When

Authorized by Owner, Complete in Place Each 28

10900 69

Stage II Standard Inlet Protection Device By

Texas Erosion Control or Approved Equal, As Shown in Construction Plans, Including

Two Burlap Bags Per Inlet, When

Authorized by Owner, Complete in Place

Each 28

10900 70

Reinforced Filter Fabric Fence, to be

Installed as Shown on the Construction

Plans, When Authorized by Owner, Complete in Place

Linear

Foot 12859

10900 71

Removal of Reinforced Filter Fabric Fence

Following Completion of Construction, to be Properly Disposed of Offsite, When

Authorized by Owner, Complete in Place

Linear

Foot 12859

10900 72 Rock Filter Dam, Type II, When Authorized by Owner, Complete in Place Each 4

10900 73

Removal of Rock Filter Dam, Type II, Following Completion of Construction, to be Properly Disposed of Offsite, When

Authorized by Owner, Complete in Place

Each 4

10300 74 Move-in and Start-up as Required to Begin

Construction

Lump

Sum

10300 75 Performance and Payment Bonds for 100

Percent (100%) of the Contract Amount

Lump

Sum 1

Drainage Items Subtotal $ -

Storm Water Pollution Prevention Plan Items

Storm Water Pollution Prevention Plan Items Subtotal

Miscellaneous Items

41006-21 00 4100 - 9

Code

Item

No.

Item Description Unit

Approx.

Quantity Unit Price Total Amount

CONSTRUCTION OF WATER, SANITARY SEWER, AND DRAINAGE FACILITIES FOR MAGNOLIA WOODS SEC 2A :

13100 76

Control and Construction Staking for

Construction and/or Installation of Water

Line, Sanitary Sewer, Storm Sewer Items and Required Appurtenances, Including, but not Limited to Pipes, Valves, Manholes, and Inlets; Staking for Construction to be

Provided by the Engineer; Complete in

Place

Lump

Sum

$ 35,000.00 $ 35,000.00

13100 77

General Control and Construction Staking for Construction when Required and

Approved by Owner or Engineer; To be

Provided by the Engineer

Lump

Sum

$ 4,500.00 $ 4,500.00

13100 78

As-Built No Boundary Survey of WSD

Facilities to be Conducted Upon

Completion of the Project; to be Provided by the Engineer, Complete in Place

Lump

Sum

$ 22,000.00 $ 22,000.00

13100 79

Dewatering System for Installation of

Utiliites, When Authorized by Owner, Complete in Place (Minimum Unit Price of

$25.00 per Linear Foot)

Linear

Foot

13100 80

Extra Cement-Stabilized Sand, When

Authorized by Owner, Complete in Place

(Minimum Unit Price of $20.00 per Cubic

Yard)

Cubic

Yard

13100 81

Bedding for Construction of Sanitary Sewer or Storm Sewer in Unsatisfactory Soil

Conditions, in Lieu of Specified Bedding of

Sanitary Sewer or Storm Sewer, When

Authorized by Owner, Complete in Place

(Minimum Unit Price of $20.00 per Linear

Foot)

Linear

Foot

Item

No.

Item Description Unit Quantity Unit Price Total Amount

12300 A1-1

24-Inch Reinforced Concrete Pipe (RCP), C76, Class III, With Rubber Gasket Joints, All Depths, in Lieu of Item No. 37 Complete in Place

Each 1094

12300 A1-2

30-Inch Reinforced Concrete Pipe (RCP), C76, Class III, With Rubber Gasket Joints, All Depths, in Lieu of Item No. 39 Complete in Place

Each 1206

12300 A1-3

36-Inch Reinforced Concrete Pipe (RCP), C76, Class III, With Rubber Gasket Joints, All Depths, in Lieu of Item No. 41 Complete in Place

Each 407

Construction Of Water, Sanitary Sewer, Drainage, And Paving Facilities For

Magnolia Woods Sec 2A Grand Total

WSD Alternate Items

Miscellaneous Items Subtotal $ -

41006-21 00 4100 - 10

Code

Item

No.

Item Description Unit

Approx.

Quantity Unit Price Total Amount

CONSTRUCTION OF WATER, SANITARY SEWER, AND DRAINAGE FACILITIES FOR MAGNOLIA WOODS SEC 2A :

12300 A1-4

42-Inch Reinforced Concrete Pipe (RCP), C76, Class III, With Rubber Gasket Joints, All Depths, in Lieu of Item No. 43 Complete in Place

Each 611

12300 A1-5

48-Inch Reinforced Concrete Pipe (RCP), C76, Class III, With Rubber Gasket Joints, All Depths, in Lieu of Item No. 45 Complete in Place

Each 357

Item

No.

Item Description Unit Quantity Unit Price Total Amount

12500 A2-1 Roadway & Lot Excavation, Complete Cubic

Yard

12500 A2-2

Spread and Compact Excavation Spoils

Onsite as Shown in the Construction Plans;

Includes Proof Rolling, Interim Drainage

(Includes Cutting Swales to Provide Positive

Drainage); Onsite Hauling, and Uniformly

Spreading, Shaping, Grading, and

Compacting Spoil Material, As Directed by

Engineer, Complete in Place

Cubic

Yard

12500 A2-3

Spread and Compact Utility Spoils Onsite as

Shown in the Construction Plans; Includes

Proof Rolling, Interim Drainage (Includes

Cutting Swales to Provide Positive

Drainage); Onsite Hauling, and Uniformly

Spreading, Shaping, Grading, and

Compacting Spoil Material, As Directed by

Engineer, Complete in Place

Cubic

Yard 11640

12500 A2-4

Sprea…