The file's text, extracted by GovTribe without its formatting.
Total
| CITY OF ALPHARETTA | | |
| ITB 26-006 Schedule of Items | | |
| Bidder's Name: | 0 | |
| Instructions for Bid Form Completion: | | |
| 1. This form MUST be used to submit cost proposal | | |
| 2. Do not include a copy of this Bid Form in your technical bid information. | | |
| 3. Complete all the fields. See end of this page as well for bid authorization and contact info. | | |
| 4. Verify all amounts entered. This form will be used for bid price award. | | |
| 5. During bid opening, only bid grand total will be called. | | |
| 6. Enter unit price for each pay item on locations and details tab. Form will calculate the Bid Price by multiplying Estimated Quantity by Unit Price entered. | | |
| BID TOTAL | | |
| Repair and Maintenance of Bridges and Guardrails | | $ 30,000.00 |
| By completing and submitting this bid price form in response to the City of Alpharetta's ITB 26-006, Repair and Maintenance of Multiple Bridges and Guardrails, Bidder certifies that: | | |
| A. Bidder has carefully read and understands Bidding Documents; | | |
| B. Bidder has visited site and became familiar with local conditions under which Work is to be performed, including verifying visible conditions, such as dimensions, materials, and attachments to remain, on existing facility; | | |
| C. Bidder has correlated Bidder’s personal observations with requirements of Bidding Documents; | | |
| D. Bidder understands that Bid may not be withdrawn within Sixty (60) days after bid due date, and Bidder guarantees that the City has the right to waive informalities and irregularities in Bid received and to accept Bid which, in City’s judgment, is in City’s own best interests. | | |
| NOTE: It is the City’s desire to award the full base scope of work. However, the City reserves the right to eliminate locations from the scope of work to meet budgetary constraints. Each location eliminated from the project scope will reduce the contractual time frame to achieve Final Completion of the Work by twenty (15) calendar days. It is the City’s intent to award this contract to a single vendor. | | |
| Bidder Name: | | |
| Address: | | |
| Name(s) and Title(s) of Authorized Signer(s): | | |
| Contact Info - Phone Number: | | |
| Contact Info - Email Address: | | |
Locations and Details
| Repair and Maintenance of Bridges and Guardrails | |
| ITB 26-006 Schedule of Items | |
| Bidder's Name: | 0 |
| NOTE: It is the City’s desire to award the full base scope of work. However, the City reserves the right to eliminate locations from the scope of work to meet budgetary constraints. Each location eliminated from the project scope will reduce the contractual time frame to achieve Final Completion of the Work by twenty (15) calendar days. It is the City’s intent to award this contract to a single vendor. | |
| Location 1. Bridge Repair and Maintenance- Mansell Road Eastbound Lanes Over Foe Killer Creek | | | | | |
| Pay Item Number | Quantity | Unit | Item Description | Unit Price | Item Price |
| 150-1000 | 1 | LS | Traffic Control | $ - 0 | $ - 0 |
| 210-0100 | 1 | LS | Grading Complete | $ - 0 | $ - 0 |
| 449-3800 | 39 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 1 | $ - 0 | $ - 0 |
| 449-3800 | 39 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 2 | $ - 0 | $ - 0 |
| 449-3800 | 39 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 3 | $ - 0 | $ - 0 |
| 449-3800 | 39 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 4 | $ - 0 | $ - 0 |
| Total Cost of Location 1 | | | | | $ - 0 |
| Location 2. Bridge Repair and Maintenance- Mansell Road Westbound Lanes Over Foe Killer Creek | | | | | |
| Pay Item Number | Quantity | Unit | Item Description | Unit Price | Item Price |
| 150-1000 | 1 | LS | Traffic Control | $ - 0 | $ - 0 |
| 210-0100 | 1 | LS | Grading Complete | $ - 0 | $ - 0 |
| 449-3800 | 39 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 1 | $ - 0 | $ - 0 |
| 449-3800 | 39 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 2 | $ - 0 | $ - 0 |
| 449-3800 | 39 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 3 | $ - 0 | $ - 0 |
| 449-3800 | 39 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 4 | $ - 0 | $ - 0 |
| 600-0001 | 6 | CY | Flowable Fill | $ - 0 | $ - 0 |
| Total Cost of Location 2 | | | | | $ - 0 |
| Location 3. Bridge Repair and Maintenance- Mansell Road Westbound Lanes Over Big Creek | | | | | |
| Pay Item Number | Quantity | Unit | Item Description | Unit Price | Item Price |
| 150-1000 | 1 | LS | Traffic Control | $ - 0 | $ - 0 |
| 210-0100 | 1 | LS | Grading Complete | $ - 0 | $ - 0 |
| 449-3800 | 46 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 1 | $ - 0 | $ - 0 |
| 449-3800 | 46 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 2 | $ - 0 | $ - 0 |
| 449-3800 | 46 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 3 | $ - 0 | $ - 0 |
| 449-3800 | 46 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 4 | $ - 0 | $ - 0 |
| 449-3800 | 46 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 5 | $ - 0 | $ - 0 |
| 449-3800 | 46 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 6 | $ - 0 | $ - 0 |
| 449-3800 | 46 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 7 | $ - 0 | $ - 0 |
| 449-3800 | 46 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 8 | $ - 0 | $ - 0 |
| 504-0600 | 3 | CY | Twenty-Four Hours Accelerated Strength Conc. | $ - 0 | $ - 0 |
| 511-3000 | 1 | LS | Superstr Reinf Steel, (141) | $ - 0 | $ - 0 |
| 540-1202 | 1 | LS | Removal of Parts of Existing Bridge | $ - 0 | $ - 0 |
| Total Cost of Location 3 | | | | | $ - 0 |
| Location 4. Bridge Repair and Maintenance- Westside Pkwy Over Foe Killer Creek | | | | | |
| Pay Item Number | Quantity | Unit | Item Description | Unit Price | Item Price |
| 150-1000 | 1 | LS | Traffic Control | $ - 0 | $ - 0 |
| 210-0100 | 1 | LS | Grading Complete | $ - 0 | $ - 0 |
| 449-3800 | 87 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 1 | $ - 0 | $ - 0 |
| 449-3800 | 87 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 2 | $ - 0 | $ - 0 |
| 449-3800 | 87 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 3 | $ - 0 | $ - 0 |
| 449-3800 | 87 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 4 | $ - 0 | $ - 0 |
| Total Cost of Location 4 | | | | | $ - 0 |
| Location 5. Bridge Repair and Maintenance- Windward Pkwy over Big Creek Tributary | | | | | |
| Pay Item Number | Quantity | Unit | Item Description | Unit Price | Item Price |
| 150-1000 | 1 | LS | Traffic Control | $ - 0 | $ - 0 |
| 449-3800 | 56 | LF | Pref, Prec, Silc Ctd, S-Exp Seal Sys, Bt No. - 1 | $ - 0 | $ - 0 |
| Total Cost of Location 5 | | | | | $ - 0 |
| Location 6. Bridge Repair and Maintenance- Haynes Bridge Road over SR-400 | | | | | |
| Pay Item Number | Quantity | Unit | Item Description | Unit Price | Item Price |
| 150-1000 | 1 | LS | Traffic Control | $ - 0 | $ - 0 |
| 449-1350 | 116 | LF | Preformed Silicone Joint Seal, Br No. -1, Bt No. -1 | $ - 0 | $ - 0 |
| 449-1350 | 116 | LF | Preformed Silicone Joint Seal, Br No. -1, Bt No. -4 | $ - 0 | $ - 0 |
| 449-1350 | 116 | LF | Preformed Silicone Joint Seal, Br No. -1, Bt. No. -5 | $ - 0 | $ - 0 |
| 461-2000 | 232 | LF | Resealing Bridge Joints, TP-D | $ - 0 | $ - 0 |
| 504-1202 | 6 | CY | Twenty-Four Hour Accelerated Strength Conc | $ - 0 | $ - 0 |
| 511-3000 | 1 | LS | Superstructure Reinf Steel, Br No. -1 (1385) | $ - 0 | $ - 0 |
| 540-1202 | 1 | LS | Removal of Parts of Existing Bridge, Br No. -1 | $ - 0 | $ - 0 |
| Total Cost of Location 6 | | | | | $ - 0 |
| Location 7. Bridge Repair and Maintenance- Windward Pkwy EBL over Big Creek | | | | | |
| Pay Item Number | Quantity | Unit | Item Description | Unit Price | Item Price |
| 150-1000 | 1 | LS | Traffic Control | $ - 0 | $ - 0 |
| 402-1802 | 1 | TN | Recycled ASPH Conc Patching, Incl Bitum Matl & H Lime | $ - 0 | $ - 0 |
| 407-0020 | 148 | LF | Asphalt-Rubber Joint and Crack Seal, TP S | $ - 0 | $ - 0 |
| 461-2000 | 175 | LF | Resealing Bridge Joints TP-D | $ - 0 | $ - 0 |
| Total Cost of Location 7 | | | | | $ - 0 |
| Location 8. Bridge Repair and Maintenance- Windward Pkwy WBL over Big Creek | | | | | |
| Pay Item Number | Quantity | Unit | Item Description | Unit Price | Item Price |
| 150-1000 | 1 | LS | Traffic Control | $ - 0 | $ - 0 |
| 407-0020 | 296 | LF | Asphalt-Rubber Joint and Crack Seal, TP S | $ - 0 | $ - 0 |
| 461-2000 | 175 | LF | Resealing Bridge Joints TP-D | $ - 0 | $ - 0 |
| Total Cost of Location 8 | | | | | $ - 0 |
| Location 9. Bridge Repair and Maintenance- Douglas Road Over Caney Creek | | | | | |
| Pay Item Number | Quantity | Unit | Item Description | Unit Price | Item Price |
| 150-1000 | 1 | LS | Traffic Control | $ - 0 | $ - 0 |
| 402-1802 | 1 | TN | Recycled ASPH Conc Patching, Incl Bitum Matl & H Lime | $ - 0 | $ - 0 |
| 407-0020 | 192 | LF | Asphalt-Rubber Joint and Crack Seal, TP S | $ - 0 | $ - 0 |
| Total Cost of Location 9 | | | | | $ - 0 |
| Location 10. Mansell Rd Guardrail Maintenance- Haynes Br Rd to Mansell One (west of Old Alabama Rd Connector) | | | | | |
| Pay Item Number | Quantity | Unit | Item Description | Unit Price | Item Price |
| 1 | LS | Clean, Prime, and Paint Two Coats of Approved Sherwin Williams Well-Bred Brown Paint on Guardrails (Total length of all guardrails is approximately 2,800 linear feet. See the pictures under "Guardrail Pictures.pdf" Document) | $ - 0 | $ - 0 |
| Total Cost of Location 10 | | | | | $ - 0 |
| Miscellaneous Construction | | | | | |
| Pay Item Number | Quantity | Unit | Item Description | Unit Price | Item Price |
| 1 | LS | Miscellaneous Construction | $ 30,000.00 | $ 30,000.00 |
GRAND TOTAL of All Locations (Including Miscellaneous Construction) $30,000.00
&P of &N