969-H(G) Attachment G Bid Form.xlsx
XLSX spreadsheet 34 KB Posted
- Attached to
- 969-H (G) Stormwater Management Facilities Restoration and Construction at Various Locations
- Solicitation number
- BPM057430
- Issued by
- Prince George's County, Maryland
About this file
This is a bid form attachment for Prince George's County, Maryland's 969-H(G) Stormwater Management Facilities Restoration and Construction project at various locations. The project encompasses repair and maintenance of existing stormwater management facilities throughout the county, including sediment removal, dewatering structure repair and replacement, dam embankment repair, woody vegetation removal, and access road restoration. The bid form serves as the standardized submission document for contractors interested in performing this work, establishing the format and structure required for all price proposals and associated documentation.
The bid form establishes the pricing framework and submission requirements for interested bidders to compete for the contract award. The document specifies how contractors must present their pricing, cost breakdowns, and other financial terms in accordance with Prince George's County's procurement standards. All bids submitted using this form must comply with the county's evaluation criteria and contracting requirements for stormwater management facility restoration and construction services.
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Sheet1
| Prince George's County, Maryland | Bid Due Date | 08/12/26 |
| Department of Public Works and Transportation | Bid Due Time | 11:59PM |
| Office of Project Management | Bid Number | 969-H (G) |
| 9400 Peppercorn Place, Suite 310 | ||
| Largo, Maryland 20774 | ||
| (The) | (name of firm) | |
| hereby submits the following bid for the Contract No. __969-H (G) Stormwater Management Facilities Restoration and Construction ___________________________ |
| Having carefully examined the Information/Instructions to Bidders, the General Terms and Conditions of | |
| the Contract, the entire bid doucments, drawings, specifications, and Addenda No. | |
| Clarifications Numbered | and having received clarification on all items |
| of conflict or upon which any doubt arose, the undersigned proposes to furnish all labor, equipment, | |
| materials, supervision, etc., required by the documents for the entire work, all in strict accordance with | |
| the Contract Documents, for the stipulated sum of: | |
| BASE CONTRACT PRICE: (Total) |
(words written out)
Base Contract Price (Figures)
| Item No. | Qty | Unit | Description | Unit Price | Amount |
| 1001 | 80 | UD | Clearing and Grubbing | $ - 0 | |
| 1002 | 40 | UD | Arrow Panels (AP) | $ - 0 | |
| 1003 | 40 | UD | Temporary Traffic Signs (TTS) | $ - 0 | |
| 1004 | 40 | LS | Drums for Maintenance of Traffic (200 ea) | $ - 0 | |
| 1005 | 4,000 | LF | Temporary Orange Construction Fence | $ - 0 | |
| 1006 | 60 | EA | Mobilization and Demobilization | $ 5,000.00 | $ 300,000.00 |
| 2001 | 2,600 | CY | Class 1 Excavation | $ - 0 | |
| 2002 | 10,000 | CY | Sediment Excavation and Removal, On-site Disposal | $ - 0 | |
| 2003 | 65,000 | CY | Sediment Excavation and Removal, Off-site Disposal | $ - 0 | |
| 2004 | 3,000 | CY | Backfill with On-Site Suitable Material | $ - 0 | |
| 2005 | 3,000 | CY | Borrow Excavation - Non-Structural Fill | $ - 0 | |
| 2006 | 3,000 | CY | Borrow Excavation - Structural Fill | $ - 0 | |
| 2007 | 2,400 | CY | Borrow Excavation - Clay or Capping Material | $ - 0 | |
| 2008 | 200 | CY | Test Pit Excavation | $ - 0 | |
| 2009 | 3,000 | LF | Trimming Existing Ditches | $ - 0 | |
| 3001 | 200 | CY | Class 3 Trench Excavation - Beyond 6 foot Depth | $ - 0 | |
| 3002 | 2,000 | CY | Selected Backfill - No. 57 Aggregate | $ - 0 | |
| 3003 | 1,000 | CY | Selected Backfill - Crusher Run Aggregate CR-6 | $ - 0 | |
| 3004 | 400 | TON | Selected Backfill - Washed Bank Run Gravel | $ - 0 | |
| 3005 | 400 | TON | Selected Backfill - Coarse Sand | $ - 0 | |
| 3006 | 400 | LF | Reinforced Concrete Pipe Class 4 - 15 Inch Diameter | $ - 0 | |
| 3007 | 400 | LF | Reinforced Concrete Pipe Class 4 - 18 Inch Diameter | $ - 0 | |
| 3008 | 400 | LF | Reinforced Concrete Pipe Class 4 - 24 Inch Diameter | $ - 0 | |
| 3009 | 400 | LF | Reinforced Concrete Pipe Class 4 - 30 Inch Diameter | $ - 0 | |
| 3010 | 400 | LF | Reinforced Concrete Pipe Class 4 - 36 Inch Diameter | $ - 0 | |
| 3011 | 400 | LF | Reinforced Concrete Pipe Class 4 - 42 Inch Diameter | $ - 0 | |
| 3012 | 400 | LF | Reinforced Concrete Pipe Class 4 - 48 Inch Diameter | $ - 0 | |
| 3013 | 400 | LF | Reinforced Concrete Pipe Class 4 - 60 Inch Diameter | $ - 0 | |
| 3014 | 400 | LF | High Density Polyethylene (HDPE) Dual Wall Pipe - 15 Inch Diameter | $ - 0 | |
| 3015 | 400 | LF | High Density Polyethylene (HDPE) Dual Wall Pipe - 18 Inch Diameter | $ - 0 | |
| 3016 | 400 | LF | High Density Polyethylene (HDPE) Dual Wall Pipe - 24 Inch Diameter | $ - 0 | |
| 3017 | 400 | LF | Corrugated Aluminized Metal Pipe - 16 Gauge - 15 Inch Diameter | $ - 0 | |
| 3018 | 400 | LF | Corrugated Aluminized Metal Pipe - 16 Gauge - 18 Inch Diameter | $ - 0 | |
| 3019 | 30 | EA | Standard Concrete End Wall SD30 - 15" to 24" Dia. Pipe | $ - 0 | |
| 3020 | 30 | EA | Standard Concrete End Wall SD30 - 30" to 36" Dia. Pipe | $ - 0 | |
| 3021 | 30 | EA | Standard Concrete End Wall Type H DER SD33 - 15" to 24" Dia. Pipe | $ - 0 | |
| 3022 | 30 | EA | Standard Concrete End Wall - Type H DER SD33 - 30" to 36" Dia Pipe | $ - 0 | |
| 3023 | 30 | EA | Standard Storm Drain Inlet DER SD15 | $ - 0 | |
| 3024 | 30 | EA | Standard Storm Drain Inlet Type K DER SD17.0 | $ - 0 | |
| 3025 | 30 | EA | Standard Storm Drain Inlet Type E (SHA 376.11) | $ - 0 | |
| 3026 | 20 | EA | Standard Pre-cast Concrete Manhole 48" Dia. DER SD 21.1 Up to 6 ft Depth | $ - 0 | |
| 3027 | 60 | LF | Standard Pre-Cast Manhole 48" Dia. DER SD 21.1 - Vertical Extension Over 6 ft | $ - 0 | |
| 3028 | 20 | EA | Standard Pre-Cast Concrete Manhole 60" Dia. DER SD 21.2 - Up to 6 ft Depth | $ - 0 | |
| 3029 | 60 | LF | Standard Pre-cast Manhole 60" Dia. DER SD 21.2- Vertical Extension Over 6 ft | $ - 0 | |
| 3030 | 40 | EA | Cleaning of Existing Storm Inlet or Manhole - any Size | $ - 0 | |
| 3031 | 150 | CY | Miscellaneous Structural Concrete | $ - 0 | |
| 3032 | 150 | CY | Miscellaneous Non-Structural Concrete | $ - 0 | |
| 3033 | 2,000 | LF | Earth Dikes | $ - 0 | |
| 3034 | 2,000 | LF | Temporary Swales | $ - 0 | |
| 3035 | 10,000 | LF | Silt Fence | $ - 0 | |
| 3036 | 8,000 | LF | Super Silt Fence | $ - 0 | |
| 3037 | 40 | EA | Standard Inlet Protection | $ - 0 | |
| 3038 | 40 | EA | At Grade Inlet Protection | $ - 0 | |
| 3039 | 40 | EA | Curb Inlet Protection | $ - 0 | |
| 3040 | 400 | TON | Stabilized Construction Entrance | $ - 0 | |
| 3041 | 400 | TON | Rehabilitate Stabilized Consruction Entrance | $ - 0 | |
| 3042 | 2,000 | LF | Straw Bales | $ - 0 | |
| 3043 | 1,000 | TON | Stone Rip Rap - Class 0 | $ - 0 | |
| 3044 | 2,500 | TON | Stone Rip Rap - Class I | $ - 0 | |
| 3045 | 2,000 | TON | Stone Rip Rap - Class II | $ - 0 | |
| 3046 | 1,000 | TON | Stone Rip Rap - Class III | $ - 0 | |
| 3047 | 1,000 | CY | Gabions | $ - 0 | |
| 3048 | 400 | CY | Flowable Fill for Pipes and Trenches | $ - 0 | |
| 3049 | 40 | EA | Portable Sediment Tank | $ - 0 | |
| 3050 | 40 | EA | Filter Bag - F4 | $ - 0 | |
| 4001 | 800 | CF | Brick Masonry | $ - 0 | |
| 4002 | 2,600 | SF | Parging of Brick or Concrete Surfaces | $ - 0 | |
| 4003 | 2,600 | SF | Epoxy Protective Coating for Concrete Surfaces | $ - 0 | |
| 5001 | 600 | TON | Hot Mix Asphalt Super Pave 9.5 mm PG 64-22, Level 2 | $ - 0 | |
| 5002 | 600 | TON | Hot Mix Asphalt Super Pave 12.5 mm PG 64-22, Level 2 | $ - 0 | |
| 5003 | 600 | SY | Full Depth Patching | $ - 0 | |
| 5004 | 600 | SY | Partial Depth patching | $ - 0 | |
| 5005 | 1,000 | SY | Milling Hot Mix Asphalt Paving 1 Inch to 3 Inch Depth | $ - 0 | |
| 5006 | 400 | SY | Remove and Replacement Commercial Driveway Entrance Prince Georges county STD NO. 200.04 & 200.05 | $ - 0 | |
| 6001 | 1,000 | LF | Remove and Replace Standard Concrete Curb and Gutter PG County Std. 300.01 | $ - 0 | |
| 6002 | 5,000 | SF | Remove and Replace Four-Inch-Thick Concrete Sidewalk PG. County STD No. 300.05 | $ - 0 | |
| 6003 | 1,000 | SF | Remove and Replace Concrete Handicap Access Ramp PG. County STD No. 300.05, 300.06, 300.07, & 300.08 | $ - 0 | |
| 6004 | 3,300 | LF | Vinyl Coated Chain Link Fence - 4 Foot High | $ - 0 | |
| 6005 | 4,100 | LF | Vinyl Coated Chain Link Fence - 6 Foot High | $ - 0 | |
| 6006 | 1,200 | SF | Vinyl Coated Chain Link Fence Gate And Hardware - 6 Foot High | $ - 0 | |
| 6007 | 800 | LF | Vinyl Coated Chain Link Fence Gate And Hardware - Width Up to 12 Foot | $ - 0 | |
| 6008 | 200 | LF | Access Road Gate - Up to 12 Foot Wide | $ - 0 | |
| 6009 | 200 | LF | Access Road Gate - 1 Foot Increment | $ - 0 | |
| 6010 | 810 | LF | Remove and Replace Chain Link Fence on Existing Headwall 4 Foot High | $ - 0 | |
| 6011 | 80 | LF | Remove and Reset Existing Chain Link Fence - Up to 8 Foot Height | $ - 0 | |
| 6012 | 80 | EA | Remove and Replace Removable Pipe Bollard | $ - 0 | |
| 7001 | 8,000 | SY | Furnish and Place Topsoil - 4 Inch Depth | $ - 0 | |
| 7002 | 4,000 | SY | Place Salvaged Topsoil - 4 Inch Depth | $ - 0 | |
| 7003 | 2,100 | CY | Placing Furnished Bio-Retention Soil Mix | $ - 0 | |
| 7004 | 2,100 | CY | Wood Chips | $ - 0 | |
| 7005 | 11,500 | SY | Turfgrass Establishment - Permanent Seed and Mulching | $ - 0 | |
| 7006 | 16,000 | SY | Sodding | $ - 0 | |
| 7007 | 400 | 1000 GAL | Additional Watering for Sod, Plants and Seeded Area | $ - 0 | |
| 7008 | 9,000 | SY | Soil Stabilization Matting - Type A | $ - 0 | |
| 7009 | 9,000 | SY | Soil Stabilization Matting - Type B | $ - 0 | |
| 7010 | 7,000 | SY | Soil Stabilization Matting - Type C | $ - 0 | |
| 7011 | 200 | HR | Mowing - Manual | $ - 0 | |
| 7012 | 500 | HR | Mowing - Tractor | $ - 0 | |
| 7013 | 207 | DAY | Tree Trimming Crew with Equipment | $ - 0 | |
| 7014 | 150 | EA | Tree Removal - Greater Than 4 Inches to 6 Inches Diameter (4" - 6" DBH) | $ - 0 | |
| 7015 | 150 | EA | Tree Removal - Greater Than 6 Inches to 12 Inches Diameter (>6" - 12" DBH) | $ - 0 | |
| 7016 | 65 | EA | Tree Removal - Greater Thank 12 Inches to 24 Inches Diameter (>12" - 24" DBH) | $ - 0 | |
| 7017 | 65 | EA | Tree Removal - Greater Than 24 Inches to 36 Inches Diameter (>24" - 36" DBH) | $ - 0 | |
| 9001 | 400 | DAY | Dewatering SWM Pond Using 3-Inch Pump | $ - 0 | |
| 9002 | 400 | DAY | Dewatering SWM Pond Using 4-Inch Pump | $ - 0 | |
| 9003 | 400 | DAY | Dewatering SWM Pond Using 6-Inch Pump | $ - 0 | |
| 9004 | 150 | EA | Sand Blast and Painting Trash Rack | $ - 0 | |
| 9005 | 460 | EA | Dumpster For Debris And Organic Material | $ - 0 | |
| 9006 | 50 | EA | Clean And Service SWM Pond Existing Gate Valve | $ - 0 | |
| Base Contract Price | $ 300,000.00 |
| The above unit prices shall include all labor, supervision, materials, shoring, removal, overhead, profit, insurance, etc. to cover the finished work of the several kinds | |
| called for. Changes shall be processed in accordance with the General Conditions. | |
| SPECIAL TERMS AND CONDITIONS | |
| A. | Failure to properly and completely fill in all blanks may be cause for rejection of this bid. |
| B. | It is understood that the bid price will be firm for a time period of one hundred eighty (180) calendar days from the bid due date, and it is anticipated that within this period, the successful Offeror/Contractor will be notified of acceptance of the bid, and the Offeror/Contractor and the County shall execute a contract for the above stated compensation. The initial contract term shall be for a minimum of Three (3) - Year period and shall be effective until the end of the third calendar year from the date of the signing of the contract. The contract may be extended for up to two (2) additional one (1) year terms if it is in the best interest of the County. In the event the Contractor shall fail to complete the work per the contract and task duration, the contractor shall pay to the County the sum of Five Hundred Dollars ($500.00) per calendar day late, not as a penalty, but as liquidated damages as specified in Article 7.12 of the General Terms and Conditions of Contract (Part II). |
| C. | Accompanying the Bid is a fully executed bid bond security in the amount of five percent (5%) of the total bid (when the total bid exceeds $100,000.00). Performance and Payment bonds are required when the initial Contract Price exceeds One Hundred Thousand Dollars ($100,000.00). | |
| A. | The County shall provide to the Contractor for execution copies of the Performance and Payment Bonds. The bonds must be executed and returned to the County as provided in the Contract. The premium for the Bonds shall be paid by the Contractor. |
B. Each of the Bonds shall be in the full amount of the Contract Price and the bonding companies must be acceptable to the County.
D. The Offeror/Contractor shall quote all prices, in both word and figures. In case of a discrepancy between the written words and the figures, the written words shall govern.
Construction Firm License No. Date issued
Place of Issuance
| Federal Employer Identification Number |
| (of social Security No. if no FEI No. ) |
Individual Principal
| Firm Name | |
| In Presence of Withness: | |
| Wet Signature |
Address Line One
City, State, Zip Code
Telephone Number
Co-Partnership Prinicipal
| Firm Name | |
| In Presence of Witness: | |
| Wet Signature |
Address Line One
City, State, Zip Code
| Telephone Number | |
| as to | |
| Partner | |
| as to | |
| Partner |
| as to | |
| Partner |
Corporate Principal
Name of Corporation
Street Address
City, State, Zip Code
Telephone Number
| Fax Number | |
| Attest: |
Corporate Secretary President
| Printed or Typed Name | |
| AFFIX CORPORATE SEAL | |
| Affirmation of Proposal | |
| The Offeror represents, and it is a condition precedent to acceptance of this proposal, that the Offeror has not been a party to any agreement to submit a fixed or uniform price. |
| Witness: | |
| (seal) |
Signature of Officer
| Title | ||
| SUBSCRIBED AND SWORN TO before me, a Notary Public of the State of | ||
| , County or City of | ||
| this | day of | |
| 2026 |
ATTACHMENT G: BID FORM
Contract No.
Sheet2
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