5-4-CS27001-27009150-Bid Schedule.pdf
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- Solicitation number
- CS27001
- Issued by
- Utah
About this file
This is a Unit Price Bid Schedule for a construction project issued by the State of Utah, Division of Facilities Construction and Management (DFCM), for parking improvements at the Matheson Court Building located at 500 South Ada in Salt Lake City, Utah (Project No. 27009150). The project encompasses removal of existing landscape areas and construction of an ADA-compliant handicap parking facility. The scope of work includes 42 line items covering demolition and removal activities (concrete slabs, sidewalks, curb and gutter, electrical infrastructure, irrigation systems, and street lighting); excavation and grading; installation of new infrastructure (PVC conduit, electrical pull boxes, concrete foundations, and street lighting relocation); material supply and installation (aggregate base course, concrete sidewalk, bituminous pavement, curb and gutter, traffic striping, landscape rock, and sod); and ancillary services (traffic control, permitting, construction survey staking, and irrigation system reinstallation). Quantities range from single items to substantial volumes, including 1,537 square feet of new sidewalk area, 2,611 square feet of asphalt pavement, and 1,311 square feet of landscape rock installation.
Bidding is restricted to contractors prequalified under DFCM's Stage I Prequalification process and currently listed on the DFCM Prequalified Contractors list as of the solicitation date. The project operates on a unit price basis for most items with several lump sum components, with payment covering only work actually performed and materials supplied at bid unit prices, regardless of quantity approximations provided in the bid documents. The construction cost estimate is $297,000.00, and actual quantities may vary from the stated estimates without triggering claims for variation, as the owner retains the right to deviate in either direction from indicated quantities. All bid prices must include labor, materials, and incidental work necessary for complete project execution per contract document specifications.
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State of Utah, DFCM Project No. 27009150 Unit Price Bid Schedule – Base Bid - Page 1 of 4
Contractor Name: Date:
STATE OF UTAH – DFCM
MATHESON COURT BUILDING
500 SOUTH ADA PARKING IMPROVEMENTS
Salt Lake City, Utah
UNIT PRICE BID SCHEDULE - DFCM PROJECT NO. 27009150
Bid Schedule Item No.
Item Description
Approx.
Quantity
Unit
Unit Price
Total Price
1. Sawcut Concrete Slabs and Sidewalk 28 L.F. $ $
2.
Sawcut and Remove Upper 5-inches of 500 South Curb & Gutter, Including Grinding of Sawcut Marks and Concrete Sealing Per Plan
112 L.F. $ $
3. Excavate and Remove Existing Concrete Slabs and Waterway 397 Sq. Ft. $ $
4. Remove Existing 6-foot Wide Sidewalk 1,533 Sq. Ft. $ $
5.
Remove Existing Small Sections of Existing Curb and Gutter On North Side of 500 South
78 L.F. $ $
6.
Excavate and Dispose Of Existing Sod Per Plan
4,493 Sq. Ft.
7.
Excavate And Remove Base and Subbase Under New 6-foot Wide Sidewalk Area to 8” Below Finish Grade
– (Finish grade approximately 4” below existing grade: 1,537 S.F. x 8” = 38 cu.yds
38 Cu. Yds. $ $
8.
Excavate And Dispose Base and Subbase Under New Asphalt Pavement Area To 16” Below Finish Grade (2,611 Sq.ft. x 17” avg depth = 137 cu.yds.)
137 Cu. Yds. $ $
9. Remove Existing Electrical Pull Box 1 Each $ $
10. Remove Existing Abandoned Metal Electrical Cabinet and Concrete Base
1 Each $ $
11.
Remove Existing Sign and Post With Concrete Base (Sign to be salvaged and reused on new post)
1 Each $ $
Bid Schedule (cont.)
No. Item Description
Approx.
Quantity
Unit Unit Price
Total Price
12. Remove and Discard Existing Sign and Post
1 Each $ $
13. Remove and Discard Existing Signs From A Post Or Street Light Pole
2 Each $ $
14.
Locate And Disconnect Connection Of Existing Sprinkling System In Sod Park Strip and Remove and Dispose Of Existing Small Diameter Irrigation Pipe And Sprinkler Heads
1 Lump $ $
15.
Remove and Dispose Existing 6-feet Deep x 2-foot Diameter Street Light Pole Concrete Footing And Backfill Hole With A1a Granular Borrow
1 Lump $ $
16.
Remove Existing Street Light Underground Electrical Wires (3 Each) In Existing 2” PVC Conduit From Existing West Pole Location To New Pull/Splice Box Adjacent At New Street Light Pole Location; Provide Pull Cord In Conduit When Wires Are Removed
96 L.F. $ $
17.
Install New 2” Sched. 40 PVC Conduit Pieces To Existing Conduit And Connect With 2” Solvent-Weld PVC Couplers (at new pull box location)
20 L.F. $ $
18.
Install 3 Each RHW #6 Copper Wires, one green @ 32 l.f., one white @ 32 l.f., one black @ 32 l.f. for a total of 96 l.f., From Existing Pull Box Through An Existing Pull Box To A New Pull Box At New Pole Location, Using Pull Cord Provided In Item 16 Above
96 L.F. $ $
19.
Install New Electrical Pull Box With Fuses At Relocation of Street Light Pole
1 Each $ $
20.
Pour New 6-foot Deep X 24” Dia.
Concrete Pole Footing With Conduit Per Plans
1 Lump $ $
21.
Unbolt, Remove, and Re-install Existing Street Light and Pole From Existing Pole Footing To New Pole Footing At New Location
1 Lump $ $
22.
Imported Aggregate Base Course For New Sidewalk – Grade 1; (1,423 Sq. ft.
X 6.5’ wide X 4” thick) X (144 lbs/cu.ft.)
220 Tons $ $
23.
Imported Aggregate Base Course Under New Bituminous Pavement – Grade 1.5; (2,749 Sq.ft. X 12”Thick) X (144 lbs/cu.ft.)
198 Tons. $ $
24. New 6’ Wide Concrete Sidewalk (w/o Retainage Curb) Per Plans
253 S.F. $ $
TOTAL BID SCHEDULE $
Bid Schedule (cont.)
No. Item Description
Approx.
Quantity
Unit Unit
Price Total
Price
New 6’ Wide Concrete Sidewalk With 6” Wide Retainage Curb Per Plans (total 6.5’ outside width)
1,284 S.F. $ $
New 30” Type A Concrete Curb and Gutter Along Edge of Pavement on 500 South
72 L.F. $ $
27. New 24” Type C Concrete Catch Curb and Gutter
35 Each $ $
28. New 24” Type D Concrete Spill Curb and Gutter
52 L.F. $ $
29.
4” Thick Bituminous Concrete SP 1/2, DM75, PG64-34 1,423 Sq. Ft. $ $
30.
Reinstall Sign No. 3 On New Post and Concrete Footing To Match Height and Style of Previous Installation Per Plan Location
1 Each $ $
31.
Install New Pedestrian Warning Sign Per Key Note No. 4 on Sheet C-106 With Pole and Concrete Footing Per Plan Location and Detail
1 Each $ $
32. 4” Wide Yellow Traffic Paint Striping 742 L.F. $ $
33. 4” Wide White Dashed Traffic Striping of 500 South Lane
283 L.F. $ $
34. Reconstruct Manhole To Finish Grade with Concrete Collar Per Plans
2 Each $ $
35.
Reconstruct Existing Retained Pull Boxes To Finish Grade with Concrete Collar Per SLC Standards
2 Each $ $
36.
Reconstruct Existing Large Telecommunications Box To Finish Grade with Concrete Collar
1 Each $ $
37.
Furnish and Install 1” Landscape Rock in Xeriscape Areas Over Geotechnical Weed Barrier Per Plan;
Color of Rock Per Owner
1,311 SF Each $ $
38. Re-sod Landscape Areas Per Plan 431 Sq. Ft. $ $
39.
Reinstall Sprinkling System On North Side of New Sidewalk and Reconnect To Existing Sprinkler System
1 Lump $ $
40. Traffic Control Plan and UDOT Permitting
1 Lump $ $
41. Traffic Control Signage and Barricades Per Traffic Control Plan
1 Lump $ $
42. Construction Survey Staking 1 Lump $ $
SPECIAL CONDITIONS - COMPENSATION AND QUANTITIES
A. In General: The bid price for any lump sum or unit price contract includes all labor, materials, and incidental work to fully complete the Work in a satisfactory manner under the terms of the Contract Documents. Bidders are responsible to inform themselves of the character of the Work to be performed.
B Lump Sum Work: If the Work is to be paid for on a lump sum basis, the lump sum will be the only sum paid.
C. Unit Price Work: If any portion of the Work is to be paid for on a unit price basis, payment will cover only work actually performed and materials actually supplied at the unit prices bid and on the terms set forth in the Contract Documents, irrespective of any quantity approximations in the Bid Documents. Any quantity approximations in the Bid Documents are stated as a basis for determining bids, and does not fix the amount of Work to be done or materials to be furnished. Stated quantities are estimates for the purpose of doing the class of work required. Actual quantities may vary. The OWNER may deviate in either direction from any indicated quantities. The Bidder shall have no claim for any variation in quantity, except to the extent permitted in the General Conditions.
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