5 - REV 8-29-2025 BID SHEET - Chipseal-Slurry Seal.xlsx
XLSX spreadsheet 22 KB Posted
- Solicitation number
- 25-6
- Issued by
- Gilpin County, Colorado
About this file
The document is a bid sheet for the 2025 Street Renovations project issued by the Town of Gypsum, Colorado, focusing on chipseal and slurry seal street maintenance services. The project involves comprehensive road surface treatments across multiple residential areas including Red Hill, Buckhorn, and Gypsum Creek Road, covering approximately 0.4 miles of roadway. Key streets include Knob Lane, Sunset Lane, Strohm Circle, Cedar Drive, Beacon Road, and various streets in the Buckhorn neighborhood. The non-mandatory pre-bid meeting is scheduled for September 4, 2025, with bid opening on September 16, 2025, and Town Council selection anticipated for September 23, 2025. Project completion is mandated by October 24, 2025, with full acceptance and two-year warranty start by October 31, 2025.
The bid sheet provides detailed unit pricing for preparation, sealing, and traffic control, specifying technical requirements such as SRS2P oil for chip seal and CQS-1h oil for slurry seal. Contractors are required to provide public information outreach, protect infrastructure elements, and submit a protection plan. While no specific budget range is detailed, the project includes requirements for bid bonds, performance bonds, and a two-year warranty. Invoicing will be conducted before noon on the 1st and/or 3rd Tuesday of each month, with council approval required. The procurement does not explicitly specify set-aside designations, and bidders must adhere to Gypsum Public Works Manual specifications and current ADA requirements. Contractors will be responsible for comprehensive traffic management and resident notifications one week prior to work commencement.
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Text version
C&S-Bid (2)
| 2025 Gypsum Street Renovations Chipseal & SlurrySeal | REV. 08/29/2025 | |
| Bid schedule critical times and dates: | ||
| A | Non-Mandatory Pre-bid meeting Thursday, September 4, 2025 at 2:00 PM at Community Development Room | |
| B | Bid Opening = Tuesday, September 16, 2025 at 10 AM at the Community Development Conference Room. | |
| C | Town Council (T.C.) selection on September 23, 2025 at a 7 PM public meeting | |
| D | Notice to Proceed- as soon as all contract documents are signed and received from the Council selected bidder. | |
| E | Work completed and ready for punch list No Later Than (NLT) Octobeer 24, 2025. | |
| F | 100% completed and accepted for Two-Year Warranty start NLT October 31, 2025. |
| Standards and Definitions: | |
| G | All construction specifications per the Gypsum Public Works Manual, and current ADA requirements. |
| H | See attached specifications for Chip Seals, Fog Coat, and Slurry Seals. Seal coats shall follow the requirments of the Fog Coat |
| I | Chip Seal shall be Type 1 chip seal with 1/4" Chips. A Fog Coat is required following the chip seal. |
| J | The contractor shall put out door knockers 1 week ahead of the work notifying residences and businesses and any impacts associated with the work and the duration of the impact. |
| K | The contractor shall ensure all manholes, inlets, valve boxes, etc. are protected during the work. A plan to protect the manholes, inlets, valve boxes, etc. during the work shall be submitted to the Town for approval prior to starting the work. |
| L | Invoices- Submitted before Noon on the 1st &/or 3rd Tues. of the month will be approved by Council for payment on the following Tues. |
| 2025 Chipseal and Fog Coat |
| Red Hill |
| Oil Must be SRS2P and Chip 1/4 |
DESCRIPTION QNTY Unit Unit Price Total
| 1 | Mobilization for all Chipseal and Fog Coat work | 1 | LS | $ - 0 | $ - 0 |
| 1a | Public Information Outreach (Red Hill Area) | 1 | LS | $ - 0 | $ - 0 |
| Knob Ln | |||||
| 2 | Prep work (Clean Road) | 15,932 | SF | $ - 0 | $ - 0 |
| 3 | 1/4" Chipseal and Fog Coat 470'x25 +fillets & 2 half moons= 11,750+4182 | 15,932 | SF | $ - 0 | $ - 0 |
| 4 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Sunset Ln | |||||
| 5 | Prep work (Clean Road) | 26,432 | SF | $ - 0 | $ - 0 |
| 6 | 1/4"Chipseal and Fog Coat 890'x25' + fillets & 2 half moons = 22,250+4,182 | 26,432 | SF | $ - 0 | $ - 0 |
| 7 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Strohm Cir | |||||
| 8 | Prep work (Clean Road) | 84,386 | SF | $ - 0 | $ - 0 |
| 9 | 1/4"Chipseal and Fog Coat 3336'x25' + fillets & 2 half moons = 83,400+986 | 84,386 | SF | $ - 0 | $ - 0 |
| 10 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Cedar Dr | |||||
| 11 | Prep work (Clean Road) | 82,325 | SF | $ - 0 | $ - 0 |
| 12 | 1/4"Chipseal and Fog Coat 2798'x25' 495'x25' + fillets & 2 half moons = 69950+2,818 | 82,325 | SF | $ - 0 | $ - 0 |
| 13 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Beacon Rd | |||||
| 14 | Prep work (Clean Road) | 52,374 | SF | $ - 0 | $ - 0 |
| 15 | 1/4"Chipseal and Fog Coat 2080'x25' + fillets 52,000+374 | 52,374 | SF | $ - 0 | $ - 0 |
| 16 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| TOTAL | $ - 0 | |
| 2025 Slurry Seal | ||
| Buckhorn and Gypsum Creek Rd | ||
| Slurry Seal Should be Type 1 #200 x 1/8" (3.175mm) | ||
| Oil (CQS-1h,) |
DESCRIPTION QNTY Unit Unit Price Total
| 17 | Mobilization for all work and Slurry seal | 1 | LS | $ - 0 | $ - 0 |
| 17a | Public Information Outreach (Buckhorn Area) | 1 | LS | $ - 0 | $ - 0 |
| Indian Heights Way | |||||
| 18 | Prep work (Clean Road) 21,400 SF | 21,400 | SF | $ - 0 | $ - 0 |
| 19 | Slurry Seal 21,400 SF 856'x 25' | 21,400 | SF | $ - 0 | $ - 0 |
| 20 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Apache Dr | |||||
| 21 | Prep work (Clean Road) 41,967 SF | 41,967 | SF | $ - 0 | $ - 0 |
| 22 | Slurry Seal 41,967 SF 509'x25' 921'x25' | 41,967 | SF | $ - 0 | $ - 0 |
| 12,725 + 23,025 + 2 half moons 12,725 + 6,217 | |||||
| 23 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Aztec Ct | |||||
| 24 | Prep work (Clean Road) 12,804 SF | 12,804 | SF | $ - 0 | $ - 0 |
| 25 | Slurry Seal 12,804 SF 413'x25' 10,325'+ half moons 2,404' | 12,804 | SF | $ - 0 | $ - 0 |
| 26 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Cochise Dr | |||||
| 27 | Prep work (Clean Road) 35,200 SF | 35,200 | SF | $ - 0 | $ - 0 |
| 28 | Slurry Seal 35,200 SF 1,408'x25' | 35,200 | SF | $ - 0 | $ - 0 |
| 29 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Coronado Ct | |||||
| 30 | Prep work (Clean Road) 6,158 SF | 6,158 | SF | $ - 0 | $ - 0 |
| 31 | Slurry Seal 6,158 SF | 6,158 | SF | $ - 0 | $ - 0 |
| 32 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Cochise Ct | |||||
| 33 | Prep work (Clean Road) 8,303 SF | 8,303 | SF | $ - 0 | $ - 0 |
| 34 | Slurry Seal 8,303 SF | 8,303 | SF | $ - 0 | $ - 0 |
| 35 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Navajo | |||||
| 36 | Prep work (Clean Road) 50,875 SF | 50,875 | SF | $ - 0 | $ - 0 |
| 37 | Slurry Seal 50,875 SF | 50,875 | SF | $ - 0 | $ - 0 |
| 38 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Crocket Ct | |||||
| 39 | Prep work (Clean Road) 13,407 SF | 13,407 | SF | $ - 0 | $ - 0 |
| 40 | Slurry Seal 13,407 SF | 13,407 | SF | $ - 0 | $ - 0 |
| 41 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| BlackHawk Rd | |||||
| 42 | Prep work (Clean Road) 16,500 SF | 16,500 | SF | $ - 0 | $ - 0 |
| 43 | Slurry Seal 16,500 SF 660'x25' | 16,500 | SF | $ - 0 | $ - 0 |
| 44 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Bowie Rd | |||||
| 45 | Prep work (Clean Road) 16,000 SF | 16,000 | SF | $ - 0 | $ - 0 |
| 46 | Slurry Seal 16,000 SF 633'x25' | 16,000 | SF | $ - 0 | $ - 0 |
| 47 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Arawak Way | |||||
| 48 | Prep work (Clean Road) 5,825 SF | 5,825 | SF | $ - 0 | $ - 0 |
| 49 | Slurry Seal 5,825 SF 233'x25' | 5,825 | SF | $ - 0 | $ - 0 |
| 50 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Bridger Dr | |||||
| 51 | Prep work (Clean Road) 32,825 SF | 32,825 | SF | $ - 0 | $ - 0 |
| 52 | Slurry Seal 32,825 SF 1313'x25' | 32,825 | SF | $ - 0 | $ - 0 |
| 53 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Mohawk Ct | |||||
| 54 | Prep work (Clean Road) 7,162 SF | 7,162 | SF | $ - 0 | $ - 0 |
| 55 | Slurry Seal 7,162 SF | 7,162 | SF | $ - 0 | $ - 0 |
| 56 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Custer Ct | |||||
| 57 | Prep work (Clean Road) 10,062 SF | 10,062 | SF | $ - 0 | $ - 0 |
| 58 | Slurry Seal 10,062 SF | 10,062 | SF | $ - 0 | $ - 0 |
| 59 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Maverick CT | |||||
| 60 | Prep work (Clean Road) 11,629 SF | 11,629 | SF | $ - 0 | $ - 0 |
| 61 | Slurry Seal 11,629 SF | 11,629 | SF | $ - 0 | $ - 0 |
| 62 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Powderhorn Dr | |||||
| 63 | Prep work (Clean Road) 44,864 SF | 44,864 | SF | $ - 0 | $ - 0 |
| 64 | Slurry Seal 44,864 SF 41,300'x25' 41,300+ Parking 3,564 | 44,864 | SF | $ - 0 | $ - 0 |
| 65 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| Buckhorn Valley Total | TOTAL | $ - 0 | |||
| Gypsum Creek Rd | |||||
| Type II Slurry Seal | |||||
| Oil (CQS-1h) | |||||
| Gypsum Creek Rd | |||||
| Daggett Ln to Brightwater N Enterance | |||||
| 66 | Mobilization for all work Gypsum Creek Rd | 1 | LS | $ - 0 | $ - 0 |
| 67 | Removal existing stripes | 1 | LS | $ - 0 | $ - 0 |
| 68 | Prep work (Clean Road) 5635'x30' | 169,050 | SF | $ - 0 | $ - 0 |
| 69 | Slurry Seal 5635'x30' | 169,050 | SF | $ - 0 | $ - 0 |
| 70 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
| 71 | Striping with Reflective Beads 5,635 'x 4" Double Yellow | 5,635 | LF | $ - 0 | $ - 0 |
| 72 | Striping with Reflective Beads 11,270' x 4" Single white | 11,270 | LF | $ - 0 | $ - 0 |
| Gypsum Creek Total | TOTAL | $ - 0 | ||
| SUMMARY of Bids: | ||||
| Chipseal and Fog Coat Red Hill | $0.00 | |||
| Slurry Seal Buckhorn | $ - 0 | |||
| Slurry Seal Gypsum Creek | $0.00 | |||
| SUB TOTAL | $0.00 |
| (formula uses 1.5%, so change if your is different) Performance & Two Year Warranty Bond = | $ - 0 | |
| TOTAL | $0.00 |
| _____________________________________ ___________________________ , 2025 | ||
| Printed Name of Bidder Signature | Date |
| _________________________________________________________________ | |
| Company Name | |
| Amount to be read at the bid opening = | $0.00 |
File details come from the government source that posted it. Updated .