MAA-CO-26-022_ Bid Form.xlsx
XLSX spreadsheet 29 KB Posted
- Solicitation number
- BPM058000
- Issued by
- Maryland
About this file
This is a bid form for the Maryland Aviation Administration (MAA) related to the Wilson Point Road Stormwater Management Improvements project at Martin State Airport. The project involves the construction of a storm drain conveyance system featuring 30-inch, 48-inch, and 38-inch by 60-inch elliptical reinforced concrete pipe (RCP) with inlets, manholes, and a new outfall into Dark Head Cove through an existing bulkhead. The scope includes approximately 2,245 linear feet of various diameter RCP installations, 11,640 square yards of site restoration including topsoil and seeding, tree planting, fence relocation, pavement work, and environmental controls. Specific bid items include soil stockpiling and testing, contingent contaminated soil removal (500 cubic yards), groundwater management planning, dewatering, and associated site restoration work. The bid form contains 64 line items with quantities specified for each task.
Bidders must submit pricing for all items on the provided Excel spreadsheet and corresponding eMMA (eMaryland Marketplace Advantage) platform, with the Excel sheet prevailing in case of discrepancies. The contract includes three allowances: a Miscellaneous Construction Allowance of $304,000, a Utility Relocation Allowance of $100,000, and a Security Guard Allowance of $5,000, totaling a Grand Total bid base of $409,000. Construction Quality Control Plans are required at minimum 3% of specified subtotals. The contract will be awarded to the responsible bidder submitting the lowest responsive bid. The total contract cost represents maximum spending authority subject to Maryland Board of Public Works approval and fiscal year appropriations by the Governor and State Legislature.
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Text version
Table 1
| BID ITEM NO. | ITEM NO. | ||||||||
| (spec ref.) | DESCRIPTION | UNIT | APPROX. QUANTITY | UNIT PRICE | TOTAL PRICE | ||||
| 1 | 02 2200.1 | SOIL STOCKPILING AND TESTING FOR MAA PROPERTY | LS | 1 | $ - 0 | ||||
| 2 | 02 2200.2 | CONTINGENT ITEM - CONTAMINATED SOIL REMOVAL | CY | 500 | $ - 0 | ||||
| 3 | 02 2200.3 | SOIL AND GROUNDWATER MANAGEMENT PLAN FOR LOCKHEED MARTIN PROPERTY | LS | 1 | $ - 0 | ||||
| 4 | 03 3053.1 | BULKHEAD OUTFALL INSTALLATION | LS | 1 | $ - 0 | ||||
| 5 | 22 1313.1 | REMOVE EXISTING 4-INCH SANITARY SEWER CLEANOUT AND INSTALL NEW CLEANOUT IN NEW LOCATION, INCLUDING EXTENDING EXISTING DIP TO NEW CLEANOUT LOCATION | LS | 1 | $ - 0 | ||||
| 6 | 312319.1 | DEWATERING FOR STORM DRAIN TRENCH EXCAVATION | DAY | 100 | $ - 0 | ||||
| 7 | 32 9115X.1 | SALVAGED TOPSOIL, 4-INCH DEPTH | SY | 11,640 | $ - 0 | ||||
| 8 | 32 9115X.2 | SOIL STABILIZATION MATTING | SY | 11,640 | $ - 0 | ||||
| 9 | 32 9201X.1 | SEEDING | SY | 11,640 | $ - 0 | ||||
| 10 | 32 9300X.1 | TREE PLANTING MINIMUM 2-INCH CALIBER | EA | 20 | $ - 0 | ||||
| 11 | 33 4200.1 | 15-INCH RCP, CLASS IV ON CLASS B BEDDING, IN TURF | LF | 55 | $ - 0 | ||||
| 12 | 33 4200.2 | 30-INCH RCP, CLASS IV ON CLASS B BEDDING, IN TURF | LF | 1,080 | $ - 0 | ||||
| 13 | 33 4200.3 | 30-INCH RCP, CLASS IV ON CLASS B BEDDING, IN PAVEMENT | LF | 490 | $ - 0 | ||||
| 14 | 33 4200.4 | 48-INCH RCP, CLASS IV ON CLASS A BEDDING, IN PAVEMENT/GRAVEL | LF | 465 | $ - 0 | ||||
| 15 | 33 4200.5 | 48-INCH RCP, CLASS IV ON CLASS A BEDDING, IN TURF | LF | 90 | $ - 0 | ||||
| 16 | 33 4200.6 | 38-INCH BY 60-INCH HORIZONTAL ELLIPTICAL RCP, CLASS HE-4 ON CLASS B BEDDING, IN TURF | LF | 70 | $ - 0 | ||||
| 17 | 33 4200.7 | 38-INCH BY 60-INCH HORIZONTAL ELLIPTICAL RCP, CLASS HE-4 ON CLASS B BEDDING, IN PAVEMENT | LF | 65 | $ - 0 | ||||
| 18 | 33 4200.8 | CAP OR PLUG EXISTING PIPE | EA | 7 | $ - 0 | ||||
| 19 | 33 4200.9 | 48-INCH DIAMETER PRECAST MANHOLE | EA | 3 | $ - 0 | ||||
| 20 | 33 4200.10 | 60-INCH DIAMETER PRECAST MANHOLE | EA | 3 | $ - 0 | ||||
| 21 | 33 4200.11 | 72-INCH DIAMETER PRECAST MANHOLE | EA | 7 | $ - 0 | ||||
| 22 | 33 4200.12 | 84-INCH DIAMETER PRECAST MANHOLE | EA | 4 | $ - 0 | ||||
| 23 | 33 4200.13 | PRECAST YARD INLET | EA | 2 | $ - 0 | ||||
| 24 | 33 4200.14 | 8-INCH PVC PIPE | LF | 75 | $ - 0 | ||||
| 25 | 33 4200.15 | 8-INCH PVC STORM CLEANOUT | EA | 1 | $ - 0 | ||||
| 26 | 33 4200.16 | REPAIR 18" RCP PIPE TAP-IN CONNECTION | LS | 1 | $ - 0 | ||||
| 27 | X-15-5.1 | REMOVE AND RESET NGS MONUMENT | EA | 1 | $ - 0 | ||||
| 28 | C-102-5.1 | TEMPORARY STABILIZED CONSTRUCTION ENTRANCE | EA | 2 | $ - 0 | ||||
| 29 | C-102-5.2 | TEMPORARY CONCRETE WASHOUT STRUCTURE | EA | 1 | $ - 0 | ||||
| 30 | C-102-5.3 | TEMPORARY FILTER LOG | LF | 5,500 | $ - 0 | ||||
| 31 | C-102-5.4 | TEMPORARY GABION INLET PROTECTION | EA | 5 | $ - 0 | ||||
| 32 | C-102-5.5 | TEMPORARY FILTER BAG | EA | 1 | $ - 0 | ||||
| 33 | C-102-5.6 | TEMPORARY BLOCKED INLET | EA | 1 | $ - 0 | ||||
| 34 | C-102-5.7 | ROCK OUTLET PROTECTION | EA | 1 | $ - 0 | ||||
| 35 | C-102-5.8 | STORMWATER POLLUTION PREVENTION PLAN | LS | 1 | $ - 0 | ||||
| 36 | P-151-4.1 | TREE/VEGETATION CLEARING AND GRUBBING | LS | 1 | $ - 0 | ||||
| 37 | F-162-6.1 | REMOVE AND RESET EXISTING 4-FOOT HIGH CHAIN-LINK FENCE FOR PIPE CROSSING | EA | 1 | $ - 0 | ||||
| 38 | F-162-6.2 | REMOVE AND RESET EXISTING 6-FOOT HIGH CHAIN-LINK FENCE WITH BARBED WIRE FOR PIPE CROSSING | EA | 2 | $ - 0 | ||||
| 39 | F-162-6.3 | REMOVE AND RESET EXISTING 10-FOOT HIGH CHAIN-LINK FENCE WITH BARBED WIRE FOR PIPE CROSSING | EA | 1 | $ - 0 | ||||
| 40 | 51 0010.1 | PIPE REMOVAL (ANY SIZE) AND ASSOCIATED SITE RESTORATION | LF | 100 | $ - 0 | ||||
| 41 | 51 0010.2 | STRUCTURE REMOVAL (ANY TYPE) AND ASSOCIATED SITE RESTORATION | EA | 2 | $ - 0 | ||||
| 42 | 51 0040.1 | MAINTENANCE OF TRAFFIC | LS | 1 | $ - 0 | ||||
| 43 | 51 0075.1 | VACUUM EXCAVATION TEST PIT | EA | 60 | $ - 0 | ||||
| 44 | 51 0075.2 | VACUUM TRENCH EXCAVATION | LF | 750 | $ - 0 | ||||
| 45 | 51 0120.1 | BITUMINOUS CONCRETE PAVEMENT (12.5 mm PG 64S-22, LEVEL 2) | TON | 80 | $ - 0 | ||||
| 46 | 51 0120.2 | BITUMINOUS TACK COAT | GAL | 70 | $ - 0 | ||||
| 47 | 51 0170.1 | CONCRETE SIDEWALK REMOVAL AND REPLACEMENT | LS | 1 | $ - 0 | ||||
| 48 | 51 0170.2 | CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT | LS | 1 | $ - 0 | ||||
| 49 | 51 0170.3 | CONCRETE/BRICK PAVER MEDIAN REMOVAL AND REPLACEMENT | LS | 1 | $ - 0 | ||||
| 50 | 51 0210.1 | PAVEMENT MILLING (2-INCH NOMINAL DEPTH) | SY | 630 | $ - 0 | ||||
| 51 | 51 0230.1 | 5-INCH WATERBORNE PAVEMENT MARKINGS (WHITE AND YELLOW) | LF | 160 | $ - 0 | ||||
| 52 | 51 0230.2 | 5-INCH THERMOPLASTIC PAVEMENT MARKINGS (WHITE AND YELLOW) | LF | 240 | $ - 0 | ||||
| 53 | 51 0230.3 | PREFORMED THERMOPLASTIC MARKINGS LEGENDS AND SYMBOLS | SF | 40 | $ - 0 | ||||
| 54 | 51 0230.4 | 4-INCH TEMPORARY STRIPING TAPE | LF | 400 | $ - 0 | ||||
| 55 | 51 0300.1 | TURBIDITY CURTAIN | LF | 75 | $ - 0 | ||||
| 56 | 51 0360.1 | REMOVE AND REINSTALL SIGN | EA | 2 | $ - 0 | ||||
| SUBTOTAL A | |||||||||
| (Total of Bid Item No. 1 through 56) | Dollars | $ - 0 | |||||||
| 57 | 01 0004X.1 | TEMPORARY CONSTRUCTION ITEMS | |||||||
| (MAXIMUM OF 3% OF SUBTOTAL A) | LS | 1 | $ - 0 | ||||||
| SUBTOTAL B (Total of SUBTOTAL A through Bid Item No. 57) | Dollars | $ - 0 | |||||||
| 58 | 01 0001X.1 | MOBILIZATION/DEMOBILIZATION | |||||||
| (shall not exceed 5% of SUBTOTAL B) | LS | 1 | $ - 0 | ||||||
| SUBTOTAL C (Total of SUBTOTAL B through Bid Item No. 58) | Dollars | $ - 0 | |||||||
| 59 | 01 0002X.1 | CONSTRUCTION QUALITY CONTROL PLAN (amount not less than 3% of SUBTOTAL C ) | LS | 1 | $ - 0 | ||||
| SUBTOTAL D | |||||||||
| (Total of SUBTOTAL C through Bid Item No. 59) | Dollars | $ - 0 | |||||||
| 60 | 01 2100.1 | MISCELLANEOUS CONSTRUCTION ALLOWANCE | ALLOW | 1 | $304,000.00 | $ 304,000.00 | |||
| 61 | 01 0002X.2 | CONSTRUCTION QUALITY CONTROL PLAN |
FOR MISCELLANEOUS CONSTRUCTION ALLOWANCE
| (amount not less than 3% of Item 01 2100.1 ) | LS | 1 | $ - 0 | |||||
| SUBTOTAL E | ||||||||
| (Total of SUBTOTAL D through Bid Item No. 61) | Dollars | $ 304,000.00 | ||||||
| 62 | 01 2100.2 | UTILITY RELOCATION ALLOWANCE | ALLOW | 1 | $100,000.00 | $ 100,000.00 | ||
| 63 | 01 0002X.3 | CONSTRUCTION QUALITY CONTROL PLAN |
FOR UTILITY RELOCATION ALLOWANCE
| (amount not less than 3% of Item 01 2100.2 ) | LS | 1 | $ - 0 | |||||
| 64 | 01 2100.3 | SECURITY GUARD ALLOWANCE | ALLOW | 1 | $5,000.00 | $ 5,000.00 | ||
| GRAND TOTAL | ||||||||
| (Total of SUBTOTAL E through Bid Item No. 64) | Dollars | $ 409,000.00 |
GRAND TOTAL OF ALL BID ITEMS
FOR
WILSON POINT ROAD STORMWATER MANAGEMENT IMPROVEMENTS AT MARTIN STATE AIRPORT
(Written in Numerals)
(Written in Words)
CONTRACTOR:
By:
Signature of Authorized Representative
| NOTE: ITEMS LABELED ALLOWANCE OR CONTINGENCY WILL BE USED AT THE SOLE DISCRETION OF THE MAA. THE OFFERER WILL BE PAID FROM THESE ITEMS FOR SPECIFIC WORK REQUESTED IN WRITING BY MAA. THE OFFERER IS NOT ENTITLED TO ANY UNSPENT PORTION OF THE MONIES FROM THESE ITEMS. |
| The contract shall be awarded to the responsible bidder that submits the lowest responsive bid based upon the specifications. |
The foregoing prices include and cover the furnishing of all vendor/subcontractor labor and material, mark-up, overhead, profit, delivery, storage, burden, installation, equipment, tools, insurance, and all similar incidental costs to complete each individual task, as set forth, described, and shown in the Specifications and other Contract Documents. Total Contract Cost listed above is the maximum spending authority for this contract and is subject to approval by the Maryland Board of Public Works. It should be noted, however, Administration spending authority for the contract is subject to fiscal year appropriations as approved by the Governor and the State Legislature and may be funded at less than the full contract value.
The contractor shall fill out the information page of the Bid Proposal Section 7 and submit all required items including pricing on the EXCEL SPREADSHEET attached to this solicitation. In addition, the contractor must fill in the price sheet on eMMA and ensure that the pricing matches the excel sheet. In the event of a discrepancy between the excel sheet and the eMMA pricing sheet, the EXCEL sheet will prevail. This project is being bid via eMaryland Marketplace Advantage (eMMA), https://emma.maryland.gov. Bids shall only be accepted via the State’s internet based electronic procurement system, eMMA at https://emma.maryland.gov.
Each and every person bidding and named above must sign here. In case of firm, give the first and last name of each member in full with residence.
In case a bid shall be submitted by or on behalf of any corporation it must be signed in the name of such corporation by an authorized officer, or agent thereof, who shall also subscribe his name and office. The seal of the corporation shall be fixed.
&"Times New Roman,Bold"&14Section 7 &"Times New Roman,Bold"&11MAA-CO-26-022
WILSON POINT ROAD STORMWATER MANAGEMENT IMPROVEMENTS
FOR
MARTIN STATE AIRPORT
&"Times New Roman,Bold"&14Bid Proposal
&8MAA-CO-26-022
Wilson Point Road Stormwater Management Improvements at Martin State Airport
BF - &P &8
Bid Proposal Bid Documents June 23, 2026&K000000
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