Form C~3.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 Form C Pricing Form related to a Bus Garage Paving Project for the Massachusetts Bay Transportation Authority (MBTA). The project involves paving work at the Southampton Bus Garage, including hot mix asphalt pavement milling, excavation, gravel base course, manhole/catch basin/valve cover adjustments, crack repair, tack coat, superpave surface course, pavement markings, and other related work. The total quantity estimates for the various line items are provided. The MBTA reserves the right to increase or decrease the quantities by up to 125%. Contingency items are included for drainage, monitoring well decommissioning, and police details, with set amounts allocated for these items.
The pricing form requires vendors to provide firm fixed unit costs for the various line items. The quoted prices must be inclusive of all associated charges such as prevailing wages, transportation, and other costs. The MBTA reserves the right to reject any bid if one or more line items are left blank by the vendor. Pricing for the contingency items is provided as lump sum amounts.
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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 v2~1.xlsx | XLSX spreadsheet | |
| RFP Southampton Paving RFP 25C-21 03.03.2021.pdf | ||
| 03 U.PDF | ||
| Form D~5.xlsx | XLSX spreadsheet |
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Text version
Form C Pricing Form
| Form C: Requested RFP Pricing Form | |
| Southampton Bus Garage Paving Project | |
| DATE: | 2/2/21 |
| 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" | 15960 | 4280 | 20240 | SY | $ - 0 | $ - 0 |
| 2 | Unclassified Excavation | 100 | 0 | 100 | CY | $ - 0 | $ - 0 |
| 3 | Gravel Base Course | 50 | 0 | 50 | CY | $ - 0 | $ - 0 |
| 4 | Adjust Manhole/Catch Basin/Valve Cover | 40 | 3 | 43 | EA | $ - 0 | $ - 0 |
| 5 | Install New Frame and Cover/Grate | 2 | 1 | 3 | EA | $ - 0 | $ - 0 |
| 6 | Crack Repair | 200 | 100 | 300 | LF | $ - 0 | $ - 0 |
| 7 | Tack Coat | 1300 | 400 | 1700 | GAL | $ - 0 | $ - 0 |
| 8 | 2.0" Superpave Surface Course 12.5 Polymer (SSC-12.5-P) | 0 | 500 | 500 | TON | $ - 0 | $ - 0 |
| 9 | 2.5" Superpave Surface Course 19.0 Polymer (SSC-19-P) | 2400 | 0 | 2400 | TON | $ - 0 | $ - 0 |
| 10 | Saw Cut/Crack Seal | 250 | 0 | 250 | LF | $ - 0 | $ - 0 |
| 11 | Pavement Markings | 3200 | 3500 | 6700 | LF | $ - 0 | $ - 0 |
| 12 | Hydrant | 0 | 4 | 4 | EA | $ - 0 | $ - 0 |
| 13 | Wire Loop Installation | 700 | 300 | 1000 | LF | $ - 0 | $ - 0 |
| 14 | Safety/Quality/Construction Management Plan | 1 | 0 | 1 | LS | $ - 0 | $ - 0 |
| 15 | Contingency (10%) Lines 1-14 | 1 | 0 | 1 | LS | $ - 0 | $ - 0 |
| 16 | Drainage Install Contigency/Permitting | 1 | 0 | 1 | ALL | NA | $ 100,000.00 |
| 17 | Monitoring Well Decommissioning | 1 | 0 | 1 | ALL | NA | $ 20,000.00 |
| 18 | Police Details | 1 | 0 | 1 | ALL | NA | $ 10,000.00 |
| TOTAL LUMP SUM (lines 1-18) | $ 130,000.00 |
File details come from the government source that posted it. Updated .