Form C~2.xlsx
XLSX spreadsheet 16 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 related to an Albany Bus Garage Paving Project solicited by the MBTA (Massachusetts Bay Transportation Authority). The project scope includes various paving and infrastructure work such as asphalt milling, excavation, gravel base, manhole/catch basin adjustments, crack repair, tack coat, pavement courses, saw cutting, pavement markings, drainage work, and other related items. The estimated quantities are provided for each line item, totaling approximately 17,220 square yards of milling and 2,680 tons of pavement. The bid includes a 10% contingency allowance, as well as additional contingency estimates for standpipe system repair, drainage permitting, monitoring well decommissioning, and police details.
The total lump sum bid amount is $165,000. The pricing is to be inclusive of all associated costs such as prevailing wages, equipment, and transportation. The MBTA reserves the right to increase or decrease the quantities by up to 125% without changing the unit prices. No specific award date or contract term is provided in the document.
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Other files
| File | Type | Posted |
|---|---|---|
| Addendum 3~4.pdf | ||
| Initial Bid Opening Summary RFP ~4.pdf | ||
| Site visit attendees~4.pdf | ||
| Form D~4.xlsx | XLSX spreadsheet | |
| Boston PW~10.pdf | ||
| Albany Paving Plan V2.pdf | ||
| Addendum 2~13.pdf | ||
| Form C v2.xlsx | XLSX spreadsheet | |
| 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 | |
| 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 | $ 100,000.00 |
| 21 | Drainage Install Permitting - Contingency estimate | 1 | 0 | 1 | ALL | NA | $ 50,000.00 |
| 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) | $ 165,000.00 |
File details come from the government source that posted it. Updated .