Recently Completed Projects
Alpine Village Landscaping (10-018)
Contractor for Heller Rehabilitation (10-084)
Event Center
Monarch Lounge Remodel
Pedestrian Spine - Phase II
Pub Remodel (10-081
Replace University Hall RTU's
Rooftop PV Solar System Installation - Centennial Hall ( 11-002)
SENG 215/216 Renovation (10-089)
Standing Order Contract for Small Projects
UCCS Lot 3 and 4 Asphalt Repair (10-086)
University Hall Boiler Project
West Lawn Grading and Flatwork (09-063)
|
The construction time frame for this project is December 20, 2010-January 14, 2010. Walk through for project will be Thursday, November 4, 2010 11:00 am at Monarch in the Summit Housing Village. Bids are due, via email to rtaylor@uccs.edu by November 16, 2010 11:00 am. Bid Documents Vendors attending Pre bid meeting Bid Tabulation Form on this project the apparent low bidder, Brazos withdrew their bid. Awarded to: Copestone Company Drawings |
|
|
Addendums Addendum 1 <!--[if !supportLists]-->1. <!--[endif]-->Add1 |
Furniture Specifications |
|
Bid Documents/ Project Documents |
|
University Hall Boiler Project |
|
|
Bid Documents |
Project Manual without State forms 9-28-10 |
10-084 CONTRACTOR FOR HELLER REHABILITATION
|
|
| Bid Documents |
WE ARE EXTENDING THE DATE FOR CONTRACTORS THAT HAVE SIGNED THE MANDOTORY ROSTER TO SUBMIT QUESTIONS TO FRIDAY, APRIL, 9, 2010 BY 5:00 PM. ALL QUESTIONS MUST BE SUBMITTED VIA EMAIL ONLY TO RTAYLOR@UCCS.EDU. ANSWERS WILL BE POSTED ON THIS SITE , MONDAY, APRIL 12, 2010 5:00 PM.
State Form for bid submittal Bid Alt if needed There is temporary lighting in the Heller House and it is available for inspection on Friday, April 2, from 1:00 pm to 3:00 pm and Monday, April 5, from 1:00 pm to 3:00 pm. Stan will be at the storage facility at 3650 N. Nevada on Tuesday, April 6 from 1:00 pm to 3:00 pm to give bidders a chance to evaluate the light fixtures and railings we will be installing.
|
|
Questions: |
|
|
Company: GH Phipps |
|
10-081 PUB REMODEL |
|
| Bid Documents |
STATE FORMS TO SUBMIT BIDS Bid Alt if needed Mandatory Sign in Roster
|
|
Questions: Questions and Answers |
|
|
Company:The Copestone Company |
|
10-089 SENG 215/216 Renovation |
|
Bid Documents: 
|
|
Questions: 1) At the pre-bid, you mentioned that the original tables were provided/installed by KT. I am not familiar with this company. Do you have any contact information? A: Here is Carl’s info. Carl Canter 2) Are there any liquidated damages in this solicitation? A) No liquidated damages |
|
Company: Wells & West General Contractors, Inc. |
10-086 UCCS LOT 3 AND 4 ASPHALT REPAIR |
|
| Bid Documents |
|
|
Questions: |
|
|
Company: Lafarge West, Inc. |
|
Event Center |
|
| The Events Center will consist of an addition to the existing University Center of approximately 27,000 gross square feet located adjacent to the existing gymnasium, with an upper level connection to Dwire Hall. The building will be faced with brick, and aluminum storefront and glass to be architecturally compatible with the existing buildings. The main interior space will be a single level multi-use space accommodating a gymnasium with collapsible bleachers to seat 1,400 spectators. Ancillary spaces will be accommodated on three levels next to the multi-use space. | |
|
Project Architect and LEED Consultant : |
  |
| Project Specs |
Utilities Infrastructure UCCS Events Center Mandatory meeting sign in roster
|
| Project Status | |
|
Regents approved project at last meeting
|
|
PEDESTRIAN SPINE PHASE II |
|
| Open to pre qualified vendors only. | |
| Bid Documents | |
|
Questions: |
|
|
Company: Pioneer Sand Company |
|
Replace University Hall RTU's at the UCCS Campus |
|
| Replacement of rooftop air handling and condensing units and energy efficient ventilation control stragegies. | |
| Project Specs |
University Hall classroom schedule
|
|
Questions: |
|
|
Company: |
|
10/11 Standing Order Contract for Small Projects |
|
|
Prequalifiy for Standing Order Contract list for UCCS small projects under $150,000.00 |
|
| Project Specs |
|
|
Questions: |
|
| Amendments: | |
| Project Company: | |
09-063 West Lawn Grading and Flatwork |
|
|
Project includes demolition of existing parking lot area of approx. .07 acres followed by over lot grading; minor storm sewer improvements; demolition and rebuilding 175 lineal feet of road including curb and gutter with asphalt; installation of approx. 500 lineal feet of concrete fire lane and "signature" pedestrian spine. |
|
| Project Specs |
Parking map for mandatory meeting Thrusday, April 16th, 2009 2:00 to 3:00 pm in University Center Room 116 |
|
Questions: 1. Do you have any landscape or irrigation drawings that you can provide for reference. A: NO 2. Can you provide numbered address for Eagle Rock storage area. A: Behind the Eagle Rock Modular buildings which are referred to as buildings 201 to 204 on the UCCS Campus Map. 3. Can you provide numbered address for Nevada storage area. A: The area is located north of the drainage way which is north of the Four Diamonds Sports Complex at 5025 N. Nevada Avenue. 4. The re-grading south of the pedestrian spine will be regarded, what will the finished product be for landscaping? Will this area be irrigated if sod or seeded? A: Sod with irrigation
6. Can we use a temporary metal concrete wash out in lieu of a permanent dug in type? A: Temporary wash out is acceptable but must be in sufficient quantity and size to contain all liquid and concrete waste generated by washout operations. 7. Bid Form, item 8, please clarify what is required with regard to the reference to submit wage rates for the prime and subcontractors. A: The construction documents do not contain a specific request for wage rates - therefore these are not required. 8. General Conditions, page 8, article 9, B, states that the contractor shall secure and pay for all permits required to complete the work. In addition to the erosion control permit, please specify those that are required. A: No other permits are required beyond the CDPHE Stormwater Construction Permit. 9. General Conditions, page 20, article 25, Insurance, C, Builders Risk Insurance, if it is desired that the general contractor include in their bid a builders risk policy, please state the amount of coverage the policy should be based on, otherwise, confirm none is required. A: Builders Risk Insurance is not required for projects under $1,000,000. 10. Section 01 50 00 Temporary Facilities & Controls, 3.02, C, please specify the reference to “trucked in electrical service”. Is this a requirement of this project or left over from another? For no more electricity than we will need during construction, couldn’t we just use the existing facilities? Similar question with regard to water. A: The Owner does not provide utility services for use by the Contractor. The Contractor shall provide a power source as needed, and either truck in water or secure a Temporary Water Service Permit (Fire Hydrant Use) from Colorado Springs Utilities. 11. Section 01 51 00, is it required that the construction staking be completed by a licensed surveyor? Please clarify exactly what the owner will provide, with regard to a project benchmark and electronic grading information. A: Yes - construction staking must be performed by a licensed surveyor. Owner will provide temporary site benchmark locations (which are tied to the Colorado Springs Utilities FIMS control), and a CAD file with contours, spot elevation, and improvement locations which shall be used in conjunction with the plan and profiles. 12. Section 31 20 00, is there a soils report available for the existing on site soils expected to be encountered in the over excavated area below the existing pavement, as discussed during the pre-bid meeting? A:Soil information will be posted on the West Lawn project listing under the UCCS Facilities Service Department. 13. Section 32 12 16, 2, B, 2, states that soft spots encountered during the proof rolling operation shall be repaired at the contractor’s expense? Please specify the quantity and exact size of the referenced soft spots so that we can include them in our bid, otherwise, state that the repair of the soft spots will be accomplished through a change order or unit price proposal. A: If soft spots are highlighted during proof rolling - any additional direction to the Contractor will be provided in a change order. 14. Section 32 13 13.3, 3.16, D, please clarify that in addition to applying curing compound to all new horizontal concrete surfaces, it is also required to cover the referenced surfaces for 7 days with 6 mil plastic? A: All portions of concrete spine (regular and colored concrete) shall be cured with liquid membrane forming curing compound and shall not be covered with plastic sheeting. 15. Sheet CO.O, Coordination Requirements, note 3, can the pedestrian spine mock up be a part of the permanent work? A: Yes if the entire mock up is acceptable to Owner. 16. Sheet C2.0, what is minimum thickness of the import top soil? A: 10 inches. 17. Sheet C2.0, note 16, is it desired to remove the existing rectangular storm inlet and grated cover and replace with a 4’ diameter concrete manhole with solid cover? A: Yes. 18. Is caulking of the joints at the location of dissimilar concrete colors required? A: the plans do not include this. 19. Please clarify the colored concrete requirements in terms of pounds of color per sack of cement. Is the specified 4% Chromix 1589 Durango Brown equal to a 4 lbs./cy color mix? (Manufacturers have different names for their available colors and most manufacturers indicate the amount of color in terms of pounds of color per 94 lb. sack of cement.) A: do what the color card you took the color from indicated. 20. How long are the “ #4 tie bars ”. Are they simply rebar dowels? Is it intended that they be located on each side of both the longitudinal and transverse 24” wide colored strips, extending in to all sides of the grey infill’s/strips? (or just the outside of the longitudinal strip as indicated on the addendum drawing?) A: See addendum #2. 21. Is caulking of the joints at the location of dissimilar concrete colors required? A: No. 22. Please clarify the colored concrete requirements in terms of pounds of color per sack of cement. Is the specified 4% Chromix 1589 Durango Brown equal to a 4 lbs./cy color mix? (Manufacturers have different names for their available colors and most manufacturers indicate the amount of color in terms of pounds of color per 94 lb. sack of cement.) A: The Chromix colors work as an additive that is premeasured and added per cubic yard of concrete. 23. How long are the “ #4 tie bars ”. Are they simply rebar dowels? Is it intended that they be located on each side of both the longitudinal and transverse 24” wide colored strips, extending in to all sides of the grey infill’s/strips? (or just the outside of the longitudinal strip as indicated on the addendum drawing?) A: See addendum #2. |
|
| Amendments: | |
| Project Company: | Pioneer Sand Company |
1420 Austin Bluffs Pkwy, Colorado Springs, CO USA 80918
719-255-8227 (UCCS), 800-990-8227
