Form C v2~1.xlsx
XLSX spreadsheet 16 KB Posted
- Attached to
- Bus facility paving - Southampton
- Solicitation number
- BD-21-1206-40000-40000-58890
- Issued by
- Suffolk County, Massachusetts
About this file
This document is a Pricing Form for the Southampton Bus Garage Paving Project, solicited by the MBTA (Massachusetts Bay Transportation Authority). The project entails paving-related work including hot mix asphalt milling, excavation, gravel base course, manhole/catch basin/valve cover adjustments, crack repair, tack coat, superpave surface course installation, pavement markings, catch basin installation, reinforced concrete pipe, hydrant installation, wire loop installation, and various contingency items. The estimated quantities for each line item are provided, and bidders are required to submit firm, fixed unit pricing. The MBTA reserves the right to increase or decrease quantities by up to 125%. Contingency items are to be approved and potentially self-performed by the MBTA.
Pricing is required to be inclusive of all ancillary charges such as prevailing wages, tooling, equipment, transportation, customs, and duties. The total lump sum bid, including the 10% contingency, is capped at $35,000. Additional contingency items for drainage, monitoring well decommissioning, and police details have separate not-to-exceed amounts totaling $30,000. No information is provided on set-asides, incumbents, or funding sources.
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Other files
| File | Type | Posted |
|---|---|---|
| 02 C.PDF | ||
| Boston PW~9.pdf | ||
| Addendum 2~15.pdf | ||
| Site visit attendees~3.pdf | ||
| 210302 Southampton Paving Plan 002.pdf | ||
| Addendum 1~23.pdf | ||
| Boston PW~11.pdf | ||
| Initial Bid Opening Summary RFP ~5.pdf | ||
| Form D v2.xlsx | XLSX spreadsheet | |
| RFP Southampton Paving RFP 25C-21 03.03.2021 v2.pdf | ||
| Form C~3.xlsx | XLSX spreadsheet | |
| RFP Southampton Paving RFP 25C-21 03.03.2021.pdf | ||
| 03 U.PDF | ||
| Form D~5.xlsx | XLSX spreadsheet |
Show all 14
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Text version
Form C Pricing Form
| Form C: Requested RFP Pricing Form | |
| Southampton Bus Garage Paving Project | VENDOR |
NAME
| DATE: | 3/2/21 |
| Bidders to complete green cells in Unit Cost | |
| 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" | 15960 | 4280 | 20240 | SY | $ - 0 | |
| 2 | Unclassified Excavation | 100 | 0 | 100 | CY | $ - 0 | |
| 3 | Gravel Base Course | 50 | 0 | 50 | CY | $ - 0 | |
| 4 | Adjust Manhole/Catch Basin/Valve Cover | 40 | 3 | 43 | EA | $ - 0 | |
| 5 | Install New Frame and Cover/Grate | 2 | 1 | 3 | EA | $ - 0 | |
| 6 | Crack Repair | 200 | 100 | 300 | LF | $ - 0 | |
| 7 | Tack Coat | 1300 | 400 | 1700 | GAL | $ - 0 | |
| 8 | 2.0" Superpave Surface Course 12.5 Polymer (SSC-12.5-P) | 0 | 500 | 500 | TON | $ - 0 | |
| 9 | 2.5" Superpave Surface Course 19.0 Polymer (SSC-19-P) | 2400 | 0 | 2400 | TON | $ - 0 | |
| 10 | Saw Cut/Crack Seal | 250 | 0 | 250 | LF | $ - 0 | |
| 11 | Pavement Markings | 3200 | 3500 | 6700 | LF | $ - 0 | |
| 12 | Catch Basin | 1 | 0 | 1 | EA | $ - 0 | |
| 13 | 12" Reinforced Concrete Pipe | 65 | 0 | 65 | LF | $ - 0 | |
| 14 | Hydrant | 0 | 4 | 4 | EA | $ - 0 | |
| 15 | Wire Loop Installation | 700 | 300 | 1000 | LF | $ - 0 | |
| 16 | Safety/Quality/Construction Management Plan | 1 | 0 | 1 | LS | $ - 0 | |
| 17 | Contingency (10%) | 1 | 0 | 1 | LS | $ - 0 | |
| 18 | Drainage Install Contigency/Permitting | 1 | 0 | 1 | ALL | $ - 0 | $ 5,000.00 |
| 19 | Monitoring Well Decommissioning | 1 | 0 | 1 | ALL | $ - 0 | $ 20,000.00 |
| 20 | Police Details | 1 | 0 | 1 | ALL | $ - 0 | $ 10,000.00 |
| TOTAL LUMP SUM (lines 1-20) | $ 35,000.00 |
File details come from the government source that posted it. Updated .