Form C v2.xlsx
XLSX spreadsheet 17 KB Posted
- Attached to
- Bus facility paving - Albany
- Solicitation number
- BD-21-1206-40000-40000-58888
- Issued by
- Suffolk County, Massachusetts
About this file
This document is a pricing form for the Albany Bus Garage Paving Project, a state and local contract opportunity in Massachusetts. The project involves various paving and site work activities, including hot mix asphalt pavement milling, excavation, gravel base course, manhole/catch basin/valve cover adjustments, crack repair, tack coat, superpave surface and base course, pavement markings, drainage work, and contingency items. The bid quantities are provided for each line item, and the vendor is required to quote firm, fixed unit costs. The MBTA reserves the right to increase or decrease quantities by up to 125% of the total. The total lump sum bid amount, including contingencies for standpipe system repair, drainage installation permitting, monitoring well decommissioning, and police details, is $52,500.00.
The pricing form outlines specific payment terms, with the vendor responsible for all ancillary charges such as prevailing wages, tooling, equipment, transportation, and other associated costs. The MBTA reserves the right to self-perform or solicit other proposals for the contingency work items. No information is provided regarding set-asides, incumbents, funding sources, or the term of the contract.
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Other files
| File | Type | Posted |
|---|---|---|
| Addendum 3~4.pdf | ||
| Initial Bid Opening Summary RFP ~4.pdf | ||
| Form C~2.xlsx | XLSX spreadsheet | |
| Site visit attendees~4.pdf | ||
| Form D~4.xlsx | XLSX spreadsheet | |
| Boston PW~10.pdf | ||
| Albany Paving Plan V2.pdf | ||
| Addendum 2~13.pdf | ||
| RFP Albany Paving RFP 24C-21 03.03.2021 v2.pdf | ||
| RFP Albany Paving RFP 24C-21 03.03.2021.pdf | ||
| Addendum 1~22.pdf | ||
| Boston PW~8.pdf | ||
| Albany As-Builts.zip | ZIP file |
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Text version
Form C Pricing Form
| Form C: Requested RFP Pricing Form | |
| Albany Bus Garage Paving Project | VENDOR |
NAME
| DATE: | 2/3/21 |
| Vendor to Fill-in Unit Costs | |
| 1. Bidders are required to quote firm fixed Unit Cost(s) in the Unit Cost column below. The quoted prices shall be inclusive of ancillary charges including but not limited to prevailing wages, tooling, equipment, transportation costs, customs, duty charges, and other associated charges. Bidders shall quote only on goods and services in strict accordance with the specifications / requirements. Bidders must fill in each individual item. The MBTA reserves the right to reject any bid if one or more individual item is left blank. |
2. The quantities set forth herein are merely estimates of what may be required under the contract, and the MBTA reserves the right to increase or diminish the quantities in any of the items as he/she may deem necessary, without change of price per unit, provided the increase of the sum of all said items does not exceed one hundred and twenty-five (125%) percent of the sum of all said items of all unit prices.
3. Contingencies are used at the sole discretion of the MBTA. Contingencies are used when conditions are not included in the scope of work, unforseen conditions or not clearly defined. Contractor will submit a proposal for the use of contingency to be approved by the MBTA representative. The MBTA reserves the right to self-perform the contingency work or solict other proposals.
| No. | Item Description | 264 Qty | Non-264 Qty | Total Qty | Unit | Unit Cost | Extended Cost |
| 1 | Hot Mix Asphalt Pavement Milling 0-4" | 14040 | 3180 | 17220 | SY | $ - 0 | $ - 0 |
| 2 | Hot Mix Asphalt Pavement Milling 4-8" | 940 | 0 | 940 | SY | $ - 0 | $ - 0 |
| 3 | Unclassified Excavation | 50 | 0 | 50 | CY | $ - 0 | $ - 0 |
| 4 | Gravel Base Course | 50 | 0 | 50 | CY | $ - 0 | $ - 0 |
| 5 | Adjust Manhole/Catch Basin/Valve Cover | 35 | 5 | 40 | EA | $ - 0 | $ - 0 |
| 6 | Install New Frame and Cover/Grate | 2 | 0 | 2 | EA | $ - 0 | $ - 0 |
| 7 | Crack Repair | 200 | 100 | 300 | LF | $ - 0 | $ - 0 |
| 8 | Tack Coat | 1200 | 260 | 1460 | GAL | $ - 0 | $ - 0 |
| 9 | 2.5" Superpave Surface Course 19.0 Polymer (SSC-19-P) | 2210 | 470 | 2680 | TON | $ - 0 | $ - 0 |
| 10 | 4.5" Superpave Base Course 37.5 (SBC-37.5) | 250 | 0 | 250 | TON | $ - 0 | $ - 0 |
| 11 | Saw Cut/Crack Seal | 150 | 0 | 150 | LF | $ - 0 | $ - 0 |
| 12 | Pavement Markings | 5000 | 2000 | 7000 | LF | $ - 0 | $ - 0 |
| 13 | Catch Basin | 1 | 0 | 1 | EA | $ - 0 | $ - 0 |
| 14 | Manhole | 2 | 0 | 2 | EA | $ - 0 | $ - 0 |
| 15 | 12" Reinforced Concrete Pipe | 150 | 0 | 150 | LF | $ - 0 | $ - 0 |
| 16 | Hydrant | 0 | 1 | 1 | EA | $ - 0 | $ - 0 |
| 17 | Wire Loop Installation | 150 | 0 | 150 | LF | $ - 0 | $ - 0 |
| 18 | Safety/Quality/Construction Management Plan | 1 | 0 | 1 | LS | $ - 0 | $ - 0 |
| 19 | Contigency (10%) Lines 1-18 | 1 | 0 | 1 | LS | $ - 0 | $ - 0 |
| 20 | Standpipe System Repair - Contingency estimate | 1 | 0 | 1 | ALL | NA | $ 25,000.00 |
| 21 | Drainage Install Permitting - Contingency estimate | 1 | 0 | 1 | ALL | NA | $ 12,500.00 |
| 22 | Monitoring Well Decommissioning - Contingency estimate | 1 | 0 | 1 | ALL | NA | $ 5,000.00 |
| 23 | Police Details - Contingency estimate | 1 | 0 | 1 | ALL | NA | $ 10,000.00 |
| TOTAL LUMP SUM BID AMOUNT (lines 1-23) | $ 52,500.00 |
File details come from the government source that posted it. Updated .