4-4-CS26097-27275810 Bid Schedule.pdf
PDF 262 KB Posted
- Solicitation number
- CS26097
- Issued by
- Weber County, Utah
About this file
This is a bid schedule document for the Division of Facilities Construction and Management (DFCM) in the State of Utah for pavement maintenance and repair work at Weber State University's Ogden and Davis Campuses. The project encompasses removal and replacement of asphalt, adjustment of utility manholes, catch basins, and valve boxes to grade with concrete collars, crack sealing, mastic patching, high polymer asphalt surface treatment, and slurry seal application. This is a Stage II invitation to bid, and only contractors who have been prequalified under the Stage I Prequalification for Contractors process and currently appear on the DFCM Prequalified Contractors list as of the solicitation date are eligible to submit bids. The construction cost estimate for the project is $474,000.00.
The bid schedule document establishes the pricing framework and submission requirements for this restricted solicitation. Interested prequalified contractors must submit their bids in accordance with the detailed line items and pricing structure outlined in the schedule. The project is being managed through Utah's DFCM prequalification process, which limits competition to previously vetted contractors capable of executing the specified scope of work. No renewal options or multi-year terms are indicated for this project, which represents a discrete construction improvement at the university's facilities.
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State of Utah, DFCM Project No. 27275810 Unit Price Bid Schedule Page 1 of 8
Contractor Name: Date:
STATE OF UTAH – DFCM
WEBER STATE UNIVERSITY
FY2027 PROJECT
PAVEMENT MAINTENANCE AND REPAIRS
OGDEN AND LAYTON CAMPUSES
UNIT PRICE BID SCHEDULE - DFCM PROJECT NO. 27275810
BASE BID
Dee Events Center – Southwest Parking Lot Quadrant (Sheet C-110) Item No. Item Description Approx.
Quantity Unit Unit Price
Total Price
1. Crack Sealing – Larger than ¼” 1 Lump $ $
2. High Polymer Asphalt Pavement Surface Treatment 147,918 S.F. $ $
3. Paint Re-Striping – 4” Wide Yellow (Single Application) 9,693 L.F. $ $
4. 12” Wide White Stop Bars (Single Application) 24 L.F. $ $
5. Traffic Control and Barricades As Needed 1 Lump $ $
Subtotal – Dee Events Center Southwest Parking Lot Quadrant $
Dee Events Center – New East Parking Areas (Sheet C-109) Item No. Item Description Approx.
Quantity Unit Unit Price
Total Price
1.
Crack Sealing – Larger than ¼”; In Pavement Areas Not Recently Re-paved
1 Lump $ $
2. High Polymer Asphalt Pavement Surface Treatment 202,579 S.F. $ $
3. Paint Re-striping – 4” Wide Yellow (Single Application) 14,401 L.F. $ $
4. Paint Re-striping – 4” Wide Red (Single Application) 2,055 L.F. $ $
5. Re-paint Handicap Parking Symbols 23 Each $ $
6. 12” Wide White Stop Bars (Single Application) 48 Each $ $
Dee Events Center – New East Parking Areas (Sheet C-109) - cont.
No. Item Description Approx.
Quantity Unit Unit Price
Total Price
7. Traffic Control and Barricades As
Dee Events Center – New East Parking Areas $
Lot A4 – Engineering Tech and Portables (Sheet C-106)
No. Item Description Approx.
Quantity Unit Unit Price
Total Price
1. Asphalt Pavement Sawcut 240 L.F. $ $
2. Remove Existing Asphalt Pavement (Small Asphalt Patching) 500 S.F. $ $
3.
Excavate Base Course 8” Below Removed Asphalt For Base Course Replacement
250 S.F. $ $
4. 8” Thick Aggregate Base Course Replacement – Grade 1 15 Tons $ $
5. 3” Bituminous Concrete SP 3/8 (Small Asphalt Patching) 500 S.F. $ $
6. Remove Existing Concrete Slab At Large Catch Basin 100 S.F. $ $
7. 6” Thick Concrete Slab Replacement at Large Catch Basin 100 S.F. $ $
8. Crack Sealing – Larger than ¼” In Existing Retained Pavement Areas 1 Lump $ $
9.
Remove and Replace Existing Precast Concrete Curb Stops With New Precast Concrete Curb Stops
12 Each $ $
10. Remove and Reset Existing Precast Concrete Curb Stops 2 Each $ $
11.
Furnish and Place New Precast Concrete Parking Curb Stops Where Missing
6 Each $ $
12. Type II Slurry Seal 21,852 S.F. $ $
13.
High Polymer Asphalt Pavement Surface Treatment (portables pavement area)
11,253 S.F. $ $
14.
Adjust Circular Catch Basin Grates and Frames To Grade with 12” Concrete Collars
3 Each $ $
Lot A4 – Engineering Tech and Portables (Sheet C-106) – cont.
No. Item Description Approx.
Quantity Unit Unit Price
Total Price
15. Paint Re-Striping – 4” Wide Yellow (Double Application) 1,086 L.F. $ $
16. Paint Re-Striping – 4” Wide Green (Double Application) 128 L.F. $ $
17. Paint Handicap Accessible Symbol On Pavement (Double Application) 2 Each $ $
18. Paint 15” Wide White Crosswalk Bars 156 L.F. $ $
19.
ADA Handicap Sign With Post (use Weber State standard handicap accessible sign panel)
1 Each $ $
20.
ADA Handicap Sign With Van Accessible Panel With Post (use Weber State standard handicap accessible sign panels)
1 Each $ $
21. Remove Existing ADA Handicap Parking Panel From Building Wall 1 Each $ $
22. Traffic Control and Barricades As
Subtotal Lot A4 – Engineering Tech and Portables $
Lot A14 – Public Safety Building (Sheet C-104)
No. Item Description Approx.
Quantity Unit Unit Price
Total Price
1. Crack Sealing – Larger than ¼” (approx. 200 l.f.) 1 Lump $ $
2. 2” Wide Special Mastic Crack Seal 75 L.F. $ $
3. Special Mastic Patching 12 S.F. $ $
4. High Polymer Asphalt Pavement Surface Treatment 24,817 S.F. $ $
5.
Temporarily Remove and Re-install Precast Concrete Parking Curb Stops
15 Each $ $
6. Re-Paint Striping – 4” Wide Yellow (Single Application) 1,783 L.F. $ $
7. Repaint Handicap Accessible Symbol (Single Application) 3 Each $ $
8. Traffic Control and Barricades As
Subtotal Lot A14 – Public Safety Building $
Davis Campus East Parking Lot W12 and North Access Road (Sheet C-111)
(Seal Coat Maintenance Only) Item No. Item Description Approx.
Quantity Unit Unit Price
Total Price
1. Crack Sealing – Larger than ¼” 1 LUMP $ $
2. High Polymer Asphalt Surface Treatment 307,324 S.F. $ $
3.
Remove and Replace Existing Precast Concrete Curb Stops With New Precast Concrete Curb Stops
3 Each $ $
4. Remove and Reset Existing Precast Concrete Curb Stops 7 Each $ $
5. Re-Paint Striping – 4” Wide Yellow (Single Application) 21,121 L.F. $ $
6. Re-Paint Striping – 4” Wide Yellow (Single Application) 2,817 L.F. $ $
7. Re-Paint Striping – 12” Wide White (Single Application) 214 L.F. $ $
8.
Re-Paint Striping – 15” Wide White Crosswalk Bars (Single Application)
81 S.F. $ $
9. Repaint Handicap Accessible Symbol (Single Application) 9 Each $ $
10. Traffic Control and Barricades As
Subtotal Davis Campus East Parking Lot W12 and North Access Rd. $
Lot A1 - Administration (Sheet C-103)
No. Item Description Approx.
Quantity Unit Unit Price
Total Price
1. Asphalt Pavement Sawcut 1,006 L.F. $ $
2. Asphalt Pavement Removal 10,629 S.F. $ $
3. Proof-roll, Fine Grade, and Re-compact Existing Base Course 10,629 S.F.
4.
Excavate and Dispose Base Course Gravel to 8” Below Finish Grade In (5” Thick x 10,629’) (Contingency Item)
164 Cu.Yds. $ $
5.
4” Thick Base Course Gravel – Grade 1 ½ (10,629 s.f. x 4” = 3,613 cu.ft. x 144 lbs./cu.ft. (contingency item)
260 Tons $ $
6. 4” Thick Bituminous Concrete –
DM 1/2 10,629 S.F. $ $
Lot A1 – Administration (Sheet C-103) – cont.
Bid Item Item Description Approx.
Quantity Unit Unit Price
Total Price
7. Crack Sealing – Larger than ¼” 1 Lump $ $
8.
High Polymer Asphalt Pavement Surface Treatment (over entire area – new and old asphalt)
65,000 S.F. $ $
9.
Reconstruct Existing Utility Electrical Junction Box with 12” Concrete Collar
1 Each $ $
10.
Reconstruct Top of Existing 40”x40” Catch Basin Frame and Grate With 12” Wide Concrete Collar Per Description on Plans
1 Lump $ $
11.
Re-Paint Striping – 15” Wide White Crosswalk Bars (Single Application)
156 L.F. $ $
12.
Paint Re-Striping – 4” Wide Yellow (Single Application)
4,137 L.F. $ $
13. Repaint Handicap Accessible Symbol (Single Application) 6 Each $ $
14. Traffic Control and Barricades As
Subtotal Lot A1 - Administration $
Lot CS – Campus Services (Sheet C-105)
Item Item Description Approx.
Quantity Unit Unit Price
Total Price
1. Asphalt Pavement Sawcut 25 L.F. $ $
2. Remove Existing Asphalt Pavement 78 S.F. $ $
3. Recompact Aggregate Base Course 78 S.F. $ $
4. 4” Thick Bituminous Concrete –
SP3/8 78 S.F. $ $
5. Crack Sealing – Larger than ¼” 1 Lump $ $
6. High Polymer Asphalt Pavement Surface Treatment 17,161 S.F. $ $
7. Repaint ADA Accessible Symbols 1 Each $ $
8. Repaint Striping – 4” Wide Yellow (Single Application) 667 L.F. $ $
9. Paint 18” Tall White “MPV” Letters (motor pool vehicle) 7 Each $ $
Lot CS – Campus Services (Sheet C-105) – cont.
Item Item Description Approx.
Quantity Unit Unit Price
Total Price
10.
Move Existing ADA Handicap Sign Onto Handrail at 5-foot Min. From Bottom of Sign to Pavement Surface
1 Each $ $
11. Traffic Control and Barricades As
Subtotal Lot CS – Campus Services $
Total Base Bid of All Above Subtotals $
ADDITIVE ALTERNATES
Davis Campus East Parking Lot W12 and North Access Road (Sheet C-112) Additive Alternate No. 1
Pavement Patching Item No. Item Description Approx.
Quantity Unit Unit Price
Total Price
1. Asphalt Pavement Sawcut 1 L.F. $ $
2. Remove Existing Asphalt Pavement 2,943 S.F. $ $
3. Recompact Aggregate Base Course 2.943 S.F. $ $
4.
Supplemental Aggregate Base Leveling Course, As Needed (contingency item)
20 Tons $ $
5. 3” Thick Bituminous Concrete
SP3/8 2,943 S.F. $ $
6. Traffic Control and Barricades As
Subtotal – Additive Alternate No. 1 $
Davis Campus East Parking Lot and North Access Road (Sheet C-111) Additive Alternate No. 2
Painting Curbing Red Item No. Item Description Approx.
Quantity Unit Unit Price
Total Price
1. Paint Curbing Red Per Sheet C-111 2,930 L.F. $ $
Subtotal Additive Alternate No. 2 $
Parking Lot PPL – Public Pay Lot (Sheet C-108) Additive Alternate No. 3
Item No. Item Description Approx.
Quantity Unit Unit Price
Total Price
1. Crack Sealing – Larger than ¼” 1 Lump $ $
2. High Polymer Asphalt Pavement Surface Treatment 45,350 S.F. $ $
3. Repaint Striping – 4” Wide Yellow (Single Application) 4,492 L.F. $ $
4. Repaint ADA Accessible Symbols 10 Each $ $
Subtotal – Additive Alternate No. 3 $
W4 Parking Lot (Sheet C-107) Additive Alternate No. 4
Item No. Item Description Approx.
Quantity Unit Unit Price
Total Price
1. Crack Sealing – Larger than ¼” 1 Lump $ $
2. Special Mastic Crack Sealing (2” or larger) 675 L.F. $ $
3. Special Mastic Patching - ½” Min.
Depth 235 S.F. $ $
4. High Polymer Asphalt Pavement Surface Treatment 132,141 S.F. $ $
5. Repaint Striping – 4” Wide Yellow (Single Application) 8,642 L.F. $ $
6. Repaint Striping – 4” Wide Red (Single Application) 1,664 L.F. $ $
7. Repaint Striping – 4” Wide Green (Single Application) 577 L.F. $ $
8. Traffic Control and Barricades As
Subtotal – Additive Alternate No. 4 $
Total of Additive Alternates No. 1 thru No. 4 $
Project Grand Total – Base Bid Areas Plus Additive Alternates No. 1 thru No. 4 $
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