15-BP038 Package A Base Bid Proposal Form.pdf

PDF 369 KB Posted

Attached to
BP038 Sitework Package 3 - Package A
Solicitation number
CSP 26-037AL
Issued by
Fort Bend County, Texas

About this file

Summary

This is a Base Bid Proposal Form for Fort Bend Independent School District (FBISD) Sitework Package 3 at Multiple Campuses, located in Texas. The project encompasses site work across multiple campuses and requires contractors to provide comprehensive labor, equipment, and materials for completion. The anticipated project timeline is 365 calendar days from contract execution and issuance of the Notice to Proceed, though contractors may propose shorter completion schedules for FBISD consideration. The scope includes foundation work (drilled piers and auger cast piling), site concrete operations (removal and installation of sidewalks, paving, curbs, and related elements), miscellaneous site work (fencing, gates, canopies, flagpoles, and bike racks), storm water pollution protection measures, utility work (storm sewer systems and detention), and electrical infrastructure (power connections and data ports). Vendors must respond to all requests in the solicitation and clearly indicate acceptance or objection to terms; no-bids are deemed non-responsive. The proposal remains open for 60 days after proposal opening, and the contractor must sign the agreement and submit contract security within 10 calendar days of the owner's Notice of Award.

Pricing is submitted as a lump sum amount for the base bid, with contractors required to provide detailed unit pricing across multiple work categories including drilled piers (24", 30", and 36" diameters), auger cast piling (14" through 24" diameters), concrete removal and installation (various widths and depths), site work items, storm water protection elements, and utility installation. Liquidated damages are assessed at $1,000 per day for each calendar day of substantial completion delay and an additional $250 per day for non-completion of punch list items and contract close-out beyond 60 calendar days after substantial completion. An owner's contingency allowance amount is to be determined prior to contract execution and must be included in the base bid. The contract documents were prepared by RDLR Architects with an effective date of 1/8/2026, and contractors are required to acknowledge receipt of all addenda (ADD-01 through ADD-08) and confirm examination of the site and all legal requirements affecting cost, progress, and performance.

View the file

Other files

Show all 14

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

RETURN THIS DOCUMENT IN CSP BID/PROPOSAL PACKAGE

BASE BID FORM – P a g e | 1

SECTION AC

BASE BID PROPOSAL FORM – CSP STIPULATED SUM

CSP 26-037AL; BP No. BP038; Bid Package Name: Sitework Package 3 at Multiple Campuses

FORT BEND INDEPENDENT SCHOOL DISTRICT

Submitted by: _______________________________________________________________________

Date: ______________________ Phone Number: __________________________________________

To: Fort Bend Independent School District FBISD Purchasing Department 555 Julie Rivers Drive. Attn: ☐ Antoinette Lewis, Buyer Sugar Land, Texas 77478

Vendors are required to respond to all requests identified in the Solicitation and indicate their acceptance or objection to the terms of the Solicitation and these General Provisions must be clearly indicated in Vendor’s Solicitation Response. No-bid is deemed non-responsive by FBISD.

Having examined Proposal and Contract Documents prepared by Fort Bend ISD and RDLR Architects dated 1/8/2026 and having examined site conditions, the undersigned proposes to furnish all labor, equipment and materials and perform all work for the completion of the above-named project for the sum indicated below.

I. DESCRIPTION: Sitework Package 3 at Multiple Campuses

Undersigned agrees to complete the work for the lump sum amounts of:

_______________________________________________________________________ Dollars (Amount written in words governs)

(Amount in figures)

II. PROJECT TIMELINES

The District anticipates that this project will take 365 calendar days to complete. Contractor agrees the work will be substantially completed within 365 calendar days from executed contract and issuance of Notice to Proceed.

Should the Contractor anticipate lower calendar days to complete this project, please indicate below. The District will consider contractor proposed lower calendar days and incorporate into contract if deemed appropriate.

CONTRACTOR’S PROPOSED DAYS TO COMPLETE PKG BP038_

BASE BID FORM – P a g e | 2

III. LIQUIDATED DAMAGES:

The undersigned understands that liquidated damages as defined in the Supplementary Conditions will be included in the form of Agreement Between Owner and Contractor and that the contractor will be bound thereto.

Contractor accepts the provisions of the Contract as to liquidated damages in the event of failure to complete the work on time. Liquidated damages shall be the sum of $1,000.00 per day for each calendar day that Substantial Completion is delayed for each project.

Further, the Contractor acknowledges that additional liquidated damages in the sum of $250.00 per day for each calendar day shall be imposed for non-completion of punch list items and contract close-out within sixty (60) calendar days after Substantial Completion.

IV. ALLOWANCES:

Allowances are to be included in the Contractor’s base bid for each project in the following amounts:

A. $TBD prior to Contract Execution Owner’s Contingency Allowance B. $Add dollar amount . Add description of allowance

Contractor should include allowance and markup in the base bid. Section 3.8 of the Supplementary Conditions defines the procedures for markups.

V. UNIT PRICES – BASE BID

UNIT PRICES – FOUNDATION

A. Provide unit pricing for straight shaft drilled piers in lieu of drilled bell bottom piers –same depth as indicated on the Drawings:

01 ☐24” Diameter ______________ Each (EA) 02 ☐30” Diameter ______________ Each (EA) 03 ☐36” Diameter ______________ Each (EA) 04 ☐ add diameter Diameter ______________ Each (EA) 05 ☐ add diameter Diameter ______________ Each (EA)

B. Provide unit pricing for auger cast piling:

01 ☐14” Diameter ______________ Lin. Foot (LF) 02 ☐16” Diameter ______________ Lin. Foot (LF) 03 ☐18” Diameter ______________ Lin. Foot (LF) 04 ☐20” Diameter ______________ Lin. Foot (LF) 05 ☐24” Diameter ______________ Lin. Foot (LF) 06 ☐ add diameter Diameter ______________ Lin. Foot (LF) 07 ☐ add diameter Diameter ______________ Lin. Foot (LF)

BASE BID FORM – P a g e | 3

UNIT PRICES – SITE CONCRETE

B. Provide unit pricing for the following site concrete work:

01 ☐ Remove 60” Wide Sidewalks _______ Lin. Foot (LF) 02 ☐ Remove Med. Duty (5”) Concrete Paving Sq. Foot (SF) 03 ☐ Remove Heavy Duty (7”) Concrete Paving Sq. Foot (SF) 04 ☐ Remove 6” Concrete Curb ______________ Lin. Foot (LF) 05 ☐ Sawcut Concrete Sidewalk and Paving ______________ Lin. Foot (LF) 06 ☐ 60” Wide 4” Sidewalks (Sugarland) Lin. Foot (LF) 07 ☐ 16” Wide 4” Concrete Mow Strip Lin. Foot (LF) 08 ☐ Med. Duty (5”) Concrete Paving _________ Sq. Foot (SF) 09 ☐ Med. Duty (6”) Concrete Paving _________ Sq. Foot (SF) 10 ☐ Heavy Duty (7”) Concrete Paving Sq. Foot (SF) 11 ☐ 6” Concrete Curb ______________ Lin. Foot (LF) 12 ☐ Dowel into Existing Sidewalk ______________ Lin. Foot (LF) 13 ☐ Dowel into Existing Paving ______________ Lin. Foot (LF) 14 ☐ Detectable Warning Paver Truncated Dome ______________ Each (EA) 15 ☐ Dowel into Existing Paving ______________ Lin. Foot (LF) 16 ☐ Lime Stabilization for Paving _________ Sq. Foot (SF) 17 ☐ Clean and Reseal Expansion Joints _________ Lin. Foot (LF) 18 ☐ Remove and Replace Concrete Collar at Inlet _________ Each (EA) 19 ☐ Cast-in-place concrete Weir ______________ Each (EA)

UNIT PRICES – MISCELLANEOUS SITE WORK

A. Provide unit pricing for the following site work:

01 ☐ Remove Pavement Marking ______________ Lin. Foot (LF) 02 ☐ Remove Existing Chain Link Fence ______________ Lin. Foot (LF) 03 ☐ Paint Parking Stripes ______________ Lin. Foot (LF) 04 ☐ Paint Accessible Parking Symbol ______________ Each (EA) 05 ☐ 8’ Vinyl Coated Chain Link Fence ______________ Lin. Foot (LF) 06 ☐ 8’ Vinyl Coated Chain-Link 8’ Manual Gate ______________ Each (EA) 07 ☐ 8’ Vinyl Coated Heavy-Duty Chain-Link Fence ____________ Lin. Foot (LF) 08 ☐ 8’ Vinyl Coated Heavy-Duty Chain-Link 5’ Manual Gate ______________ Each (EA) 09 ☐ 8’ Vinyl Coated Heavy-Duty Chain-Link 12’Double Swing Manual Gate ______________ Each (EA) 10 ☐ 8’ Vinyl Coated Heavy Duty Chain Link 16’ Electric Rolling Gate ______________ Each (EA) 11 ☐ Accessible Parking Sign ______________ Each (EA) 12 ☐ Paint Accessible Parking Symbol ______________ Each (EA) 13 ☐ Remove Existing Canopy at Garcia MS ______________ Each (EA) 14 ☐ Canopy at Garcia MS ______________ Each (EA) 15 ☐ 6” Rip Rap ______________ Sq. Foot (SF) 16 ☐ Remove Existing Tree ______________ Each (EA)

BASE BID FORM – P a g e | 4

17 ☐ Canopy at Progressive HS ______________ Each (EA) 18 ☐ Remove and Relocate Existing Flagpole ______________ Each (EA) 19 ☐ Bike Rack ______________ Each (EA)

UNIT PRICES – STORM WATER POLLUTION PROTECTION

A. Provide unit pricing for the following site Storm Water Pollution Protection work:

01 ☐ Inlet Protection Barrier ______________ Each (EA) 02 ☐ Filter Fabric Fence ______________ Lin. Foot (LF) 03 ☐ Silt Sock ______________ Lin. Foot (LF) 04 ☐ Stabilized Construction Access ______________ Each (EA) 05 ☐ Concrete Truck Washout Area ______________ Each (EA)

UNIT PRICES – UTILITIES

A. Provide unit pricing for the following site utility work:

01 ☐ Remove 4” Storm Sewer ______________ Lin. Foot (LF) 02 ☐ Remove 18” Storm Sewer ______________ Lin. Foot (LF) 03 ☐ Remove 24” Storm Sewer ______________ Lin. Foot (LF) 04 ☐ Remove 24” Storm Sewer ______________ Lin. Foot (LF) 05 ☐ 4” Trench Drain ______________ Lin. Foot (LF) 06 ☐ 6” PVC Storm Sewer ______________ Lin. Foot (LF) 07 ☐ 12” HDPE Storm Sewer ______________ Lin. Foot (LF) 08 ☐ 18” HDPE Storm Sewer ______________ Lin. Foot (LF) 09 ☐ 18” RCP Storm Sewer ______________ Lin. Foot (LF) 10 ☐ 24” HDPE Storm Sewer ______________ Lin. Foot (LF) 11 ☐ Type A Inlet ______________Each (EA) 12 ☐ Storm Manhole ______________ Each (EA) 13 ☐ Underground Detention 3’ deep ______________ Sq. Foot (SF) 14 ☐ Cast-in-place concrete Weir ______________ Each (EA)

UNIT PRICES – ELECTRICAL POWER

A. Provide unit pricing for the following electrical power work:

01 ☐Add/Delete Contractor generated power to the site/project (in the absence of CenterPoint power availability). __________ Per Month

UNIT PRICES – ELECTRICAL POWER

A. Provide unit pricing for the following electrical work:

01 ☐ Add/Delete 120V Duplex Rec. On Nearby Circuit _________ Each (EA) 02 ☐ Add/Delete 120V Duplex Rec. On Dedicated Circuit, including 20 amp circuit breaker _________ Each (EA) 03 ☐ Add/Delete 220V Rec. On Dedicated Circuit including 20 amp circuit breaker _________ Each (EA) 04 ☐ Add/Delete Two-Way Light Switch _________ Each (EA)

BASE BID FORM – P a g e | 5

05 ☐ Add/Delete Two-Way Light Switch _________ Each (EA) 06 ☐ Add/Delete J-Box with 1-1/4” Conduit stubbed to above ceiling __________ Each (EA)

UNIT PRICES – DATA

A. Provide unit pricing for the following electrical work:

01 ☐Add/Delete Data Port Wired to Nearest IDF/MDF __________Each (EA)

UNIT PRICES – Add Description

01 ☐ add description ______________ add unit 02 ☐ add description ______________ add unit 03 ☐ add description ______________ add unit 04 ☐ add description ______________ add unit 05 ☐ add description ______________ add unit

VI. CHANGES IN THE WORK

The undersigned understands that changes in the work shall be performed in accordance with the

Supplementary Conditions.

VII. PROPOSAL EVALUATION WAIVER

By submitting a Proposal, the proposer indicated below agrees to waive any claim it has or may have against the Owner, Architect, Engineers, Consultants and their respective employees, arising out of or in connection with the administration, evaluation, or recommendation of any proposal.

The proposer further agrees the Owner reserves the right to waive any requirements under the proposal documents or the Contract Documents, acceptance or rejection of any proposals, and recommendation or award of the contract.

It is understood that the right is reserved by the Owner to reject any or all proposals, or waive any informalities in Receipt of Proposals.

The undersigned certifies that the amounts contained in this Competitive Sealed Proposal have been carefully checked and are submitted as correct and final; and additionally, agrees to comply with all provisions of the Proposal Form.

The undersigned CONTRACTOR proposes and agrees, if this Proposal is accepted, to enter into an Agreement with OWNER in the form included in the Contract Documents to complete all work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Proposal and in accordance with the Contract Documents.

CONTRACTOR accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Proposal Security. This Proposal will remain open for sixty (60) days after the day of Proposal opening. CONTRACTOR will sign the Agreement and submit the Contract Security and other documents required by the Contract documents within ten (10) calendar days after the date of the OWNER'S Notice of Award.

BASE BID FORM – P a g e | 6

In submitting this Proposal, CONTRACTOR represents, as more fully set forth in the Agreement, that:

(a) Contractor has examined copies of all the Contract Documents and of the following addenda, receipt of which is hereby acknowledged, and also copies of the Advertisement or Invitation to Submit Proposal.

________ ADD-01 dated ________ Total # pgs________ ADD-02 dated ________ Total # pgs________

________ ADD-03 dated ________ Total # pgs________ ADD-04 dated ________ Total # pgs________

________ ADD-05 dated ________ Total # pgs________ ADD-06 dated ________ Total # pgs________

________ ADD-07 dated ________ Total # pgs________ ADD-08 dated ________ Total # pgs________

(b) CONTRACTOR has examined the site and locality where the work is to be performed, the legal requirements (federal, state and local laws, ordinances, rules and regulations) and the conditions effecting cost, progress or performance of the work and has made such independent investigations as CONTRACTOR deems necessary.

(c) This PROPOSAL is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; CONTRACTOR has not directly or indirectly induced or solicited any other Contractor to submit a false or sham Proposal;

CONTRACTOR has not solicited or induced any person, firm or a corporation to refrain from submitting a proposal; and CONTRACTOR has not sought by collusion to obtain for himself any advantage over any other Contractor or over OWNER.

BASE BID FORM – P a g e | 7

Type of Proposer’s Organization:

(Corporation, Co-Partnership, Individual, etc.)

Proposer: _______________________________________________________ (Print or Type) Signature of Proposer Title of Office: _______________________________________________________ (Print or Type) Legal Address: _______________________________________________________ (Print or Type)

Zip Code: ________________ Tel:(__________) _____________________ (Print or Type)

ATTEST:

(Secretary, if Proposer is a Corporation

SEAL:

(If Corporation)

SECTION AC
BASE BID PROPOSAL FORM – CSP STIPULATED SUM
A. Provide unit pricing for straight shaft drilled piers in lieu of drilled bell bottom piers –same depth as indicated on the Drawings:
01 ☐24” Diameter ______________ Each (EA)
02 ☐30” Diameter ______________ Each (EA)
03 ☐36” Diameter ______________ Each (EA)
04 ☐ add diameter Diameter ______________ Each (EA)
05 ☐ add diameter Diameter ______________ Each (EA)
B. Provide unit pricing for auger cast piling:
01 ☐14” Diameter ______________ Lin. Foot (LF)
02 ☐16” Diameter ______________ Lin. Foot (LF)
03 ☐18” Diameter ______________ Lin. Foot (LF)
04 ☐20” Diameter ______________ Lin. Foot (LF)
05 ☐24” Diameter ______________ Lin. Foot (LF)
06 ☐ add diameter Diameter ______________ Lin. Foot (LF)
07 ☐ add diameter Diameter ______________ Lin. Foot (LF)
B. Provide unit pricing for the following site concrete work:
01 ☐ Remove 60” Wide Sidewalks _______ Lin. Foot (LF)
02 ☐ Remove Med. Duty (5”) Concrete Paving Sq. Foot (SF)
03 ☐ Remove Heavy Duty (7”) Concrete Paving Sq. Foot (SF)
04 ☐ Remove 6” Concrete Curb ______________ Lin. Foot (LF)
05 ☐ Sawcut Concrete Sidewalk and Paving ______________ Lin. Foot (LF)
06 ☐ 60” Wide 4” Sidewalks (Sugarland) Lin. Foot (LF)
07 ☐ 16” Wide 4” Concrete Mow Strip Lin. Foot (LF)
08 ☐ Med. Duty (5”) Concrete Paving _________ Sq. Foot (SF)
09 ☐ Med. Duty (6”) Concrete Paving _________ Sq. Foot (SF)
10 ☐ Heavy Duty (7”) Concrete Paving Sq. Foot (SF)
11 ☐ 6” Concrete Curb ______________ Lin. Foot (LF)
12 ☐ Dowel into Existing Sidewalk ______________ Lin. Foot (LF)
13 ☐ Dowel into Existing Paving ______________ Lin. Foot (LF)
14 ☐ Detectable Warning Paver Truncated Dome ______________ Each (EA)
15 ☐ Dowel into Existing Paving ______________ Lin. Foot (LF)
16 ☐ Lime Stabilization for Paving _________ Sq. Foot (SF)
17 ☐ Clean and Reseal Expansion Joints _________ Lin. Foot (LF)
18 ☐ Remove and Replace Concrete Collar at Inlet _________ Each (EA)
19 ☐ Cast-in-place concrete Weir ______________ Each (EA)
UNIT PRICES – MISCELLANEOUS SITE WORK
01 ☐ Remove Pavement Marking ______________ Lin. Foot (LF)
02 ☐ Remove Existing Chain Link Fence ______________ Lin. Foot (LF)
03 ☐ Paint Parking Stripes ______________ Lin. Foot (LF)
04 ☐ Paint Accessible Parking Symbol ______________ Each (EA)
05 ☐ 8’ Vinyl Coated Chain Link Fence ______________ Lin. Foot (LF)
06 ☐ 8’ Vinyl Coated Chain-Link 8’ Manual Gate ______________ Each (EA)
07 ☐ 8’ Vinyl Coated Heavy-Duty Chain-Link Fence ____________ Lin. Foot (LF)
08 ☐ 8’ Vinyl Coated Heavy-Duty Chain-Link
5’ Manual Gate ______________ Each (EA)
09 ☐ 8’ Vinyl Coated Heavy-Duty Chain-Link
12’Double Swing Manual Gate ______________ Each (EA)
10 ☐ 8’ Vinyl Coated Heavy Duty Chain Link
16’ Electric Rolling Gate ______________ Each (EA)
11 ☐ Accessible Parking Sign ______________ Each (EA)
12 ☐ Paint Accessible Parking Symbol ______________ Each (EA)
13 ☐ Remove Existing Canopy at Garcia MS ______________ Each (EA)
14 ☐ Canopy at Garcia MS ______________ Each (EA)
15 ☐ 6” Rip Rap ______________ Sq. Foot (SF)
16 ☐ Remove Existing Tree ______________ Each (EA)
17 ☐ Canopy at Progressive HS ______________ Each (EA)
18 ☐ Remove and Relocate Existing Flagpole ______________ Each (EA)
19 ☐ Bike Rack ______________ Each (EA)
A. Provide unit pricing for the following site Storm Water Pollution Protection work:
01 ☐ Inlet Protection Barrier ______________ Each (EA)
02 ☐ Filter Fabric Fence ______________ Lin. Foot (LF)
03 ☐ Silt Sock ______________ Lin. Foot (LF)
04 ☐ Stabilized Construction Access ______________ Each (EA)
05 ☐ Concrete Truck Washout Area ______________ Each (EA)
A. Provide unit pricing for the following site utility work:
01 ☐ Remove 4” Storm Sewer ______________ Lin. Foot (LF)
02 ☐ Remove 18” Storm Sewer ______________ Lin. Foot (LF)
03 ☐ Remove 24” Storm Sewer ______________ Lin. Foot (LF)
04 ☐ Remove 24” Storm Sewer ______________ Lin. Foot (LF)
05 ☐ 4” Trench Drain ______________ Lin. Foot (LF)
06 ☐ 6” PVC Storm Sewer ______________ Lin. Foot (LF)
07 ☐ 12” HDPE Storm Sewer ______________ Lin. Foot (LF)
08 ☐ 18” HDPE Storm Sewer ______________ Lin. Foot (LF)
09 ☐ 18” RCP Storm Sewer ______________ Lin. Foot (LF)
10 ☐ 24” HDPE Storm Sewer ______________ Lin. Foot (LF)
11 ☐ Type A Inlet ______________Each (EA)
12 ☐ Storm Manhole ______________ Each (EA)
13 ☐ Underground Detention 3’ deep ______________ Sq. Foot (SF)
14 ☐ Cast-in-place concrete Weir ______________ Each (EA)
A. Provide unit pricing for the following electrical power work:
01 ☐Add/Delete Contractor generated power to the
site/project (in the absence of CenterPoint power
availability). __________ Per Month
A. Provide unit pricing for the following electrical work:
01 ☐ Add/Delete 120V Duplex Rec. On Nearby Circuit _________ Each (EA)
02 ☐ Add/Delete 120V Duplex Rec. On Dedicated Circuit,
including 20 amp circuit breaker _________ Each (EA)
03 ☐ Add/Delete 220V Rec. On Dedicated Circuit
including 20 amp circuit breaker _________ Each (EA)
04 ☐ Add/Delete Two-Way Light Switch _________ Each (EA)
05 ☐ Add/Delete Two-Way Light Switch _________ Each (EA)
06 ☐ Add/Delete J-Box with 1-1/4” Conduit stubbed to
above ceiling __________ Each (EA)
A. Provide unit pricing for the following electrical work:
01 ☐Add/Delete Data Port Wired to Nearest IDF/MDF __________Each (EA)
01 ☐ add description ______________ add unit
02 ☐ add description ______________ add unit
03 ☐ add description ______________ add unit
04 ☐ add description ______________ add unit
05 ☐ add description ______________ add unit

File details come from the government source that posted it. Updated .