B2615ADD4.pdf
PDF 322 KB Posted
- Attached to
- West Voorhis Avenue Streetscape
- Solicitation number
- B-26-15
- Issued by
- Volusia County, Florida
About this file
This is Addendum #4 to the bid package for the West Voorhis Avenue Streetscape project (B-26-15) issued by the City of DeLand Finance Department on September 22, 2026. The addendum clarifies specifications for contractors submitting bids for complete street improvements along West Voorhis Avenue, including roadway work, sidewalk construction, drainage modifications, utility adjustments, and landscape features. The original proposal opening date and time of September 24, 2026 at 3:00 P.M. remains unchanged. Key clarifications address the treatment of underlying concrete pavement, which shall be removed under Pay Item 110-4-10, and the pricing for future lighting conduit and pull box materials included in Alternates 1 and 2, comprising 4,650 linear feet of conduit and 26 pull boxes, though the lighting design itself is not included in the project scope.
The Unit Price Sheet reflects estimated quantities for various line items including mobilization, maintenance of traffic, sediment barrier (1,424 linear feet), inlet protection systems (5 each), clearing and grubbing (1.13 acres), concrete removal (5,238 square yards), regular excavation (388 cubic yards), embankment (8 cubic yards), type B stabilization (4,279 square yards), crushed concrete base (3,210 square yards), superpave asphalt concrete (177 tons), asphalt friction course (177 tons), and plain cement concrete pavement (41 square yards). All other terms and conditions of the original bid package remain unchanged, with contractors required to acknowledge receipt of this addendum with their submission.
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Other files
| File | Type | Posted |
|---|---|---|
| B2615ADD3.pdf | ||
| B2615ADD2.pdf | ||
| B2615ADD1.pdf | ||
| B2615Final.pdf |
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Text version
Finance Department 120 S. Florida Ave.
2nd Floor
DeLand, FL 32720
West Voorhis Avenue Streetscape B-26-15
September 22, 2026 Addendum #4
TO ALL PROSPECTIVE CONTRACTORS
This is an Addendum to and shall be considered as part of the original Bid package for the above-mentioned Bid. Contractors are requested to acknowledge receipt of this Addendum with their
Submission.
CLARIFICATION TO QUESTIONS ASKED RECEIVED:
1. Q: What would the City want to do with the underlying Concrete pavement and what pay-item is to be used? It is assumed to be the Concrete removal pay item.
A: Correct. The underlying concrete pavement shall be removed and paid for under Pay Item 110-4-10, Removal of Existing Concrete. The Unit Price Sheet has been revised accordingly.
2. Q: Can you please update bidders on the intent on the 4650 LF of Conduit indicated on Alternate 1 and 2 and also the 26 EA pull boxes. There is no verbiage nor indication on the plans. The pipe size is also not indicated.
A: The City is requesting pricing for the future lighting conduit and pull box materials included in Alternates 1 and 2. The lighting design is not included in this project and is therefore not shown in the plans.
Attachments: Unit Price Sheet
Please note that the proposal opening date and time remains September 24, 2026 @ 3:00 P.M.
All other terms and conditions remain unchanged.
Sincerely, Corey McMillen, CPPB Purchasing Manager
END OF ADDENDUM #4
Schedule of Values Unit Pricing
Voorhis Avenue Streetscape ESTIMATED BY:
City of DeLand DATE:
Add Alt 1 CHECKED BY:
ITEM
NUMBER
ITEM DESCRIPTION UNIT QUANTITY UNIT COST
1 101 1 MOBILIZATION LS 1
2 102 1 MAINTENANCE OF TRAFFIC LS 1
3 104 10 3 SEDIMENT BARRIER LF 1424
4 104 18 INLET PROTECTION SYSTEM EA 5
5 110 1 1 CLEARING & GRUBBING AC 1.13
6 110 4 10 REMOVAL OF EXISTING CONCRETE SY 5238
7 120 1 REGULAR EXCAVATION CY 388
8 120 6 EMBANKMENT CY 8
9 160 4 TYPE B STABILIZATION (LBR40)(12") SY 4279
10 285 706 OPTIONAL BASE GROUP 06 CRUSHED CONC. (8") SY 3210
11 334 1 53 SUPERPAVE ASHPALT CONC. TRAFFIC C, 1" TN 177
12 337 7 82 ASPHALT CONC. FRICTION COURSE, TRAFFIC C, FC-9.5, 1" TN 177
13 350 3 5 PLAIN CEMENT CONC. PAVEMENT, 8" SY 41
14 425 1 311 INLETS, CURB, TYPE P-1, <10' EA 1
15 425 1 325 INLETS, CURB, TYPE P-2, PARTIAL EA 1
16 425 1 341 INLETS, CURB, TYPE P-4, <10' EA 1
17 425 2 63 MANHOLES, P-8, PARTIAL EA 1
18 425 5 MANHOLE, ADJUST EA 7
19 425 6 VALVE BOXES, ADJUST EA 4
20 425 6 1 METER BOXES, ADJUST EA 20
21 430 174 115 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 15"SD LF 49
22 520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 2696
23 520 2 1 CONCRETE CURB, TYPE A LF 71
24 522 1 CONCRETE, SIDEWALK, 4" THICK SY 2152
25 522 2 CONCRETE, SIDEWALK & DRIVEWAYS, 6" THICK SY 983
26 523 3 PATTERNED PAVEMENT, CONC., 8" SY 304
27 527 2 DETECTABLE WARNINGS SF 440
28 630 2 11 CONDUIT, F&I LF 4650
29 635 2 11 PULL & SPLICE BOX, F&I EA 26
30 641 2 60 PRESTRESSED CONC. POLE, COMPLETE REMOVAL EA 2
31 653 1 60 PEDESTRIAN SIGNAL - REMOVE PED SIGNAL EA 1
32 654 2 28 REC RAPID FLASHING BEACON, F&I, - SOLAR, SIGN ASSEMBLY AS 2
33 700 1 111 SINGLE POST SIGN, F&I, <12SF AS 6
34 700 1 500 SINGLE POST SIGN, RELOCATE AS 1
35 706 1 3 RAISED PAVEMENT MARKER (RPM) YELLOW EA 180
36 710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1
37 711 11 123 THERMOPLASTIC, STD, SOLID, WHITE, 12" LF 566
38 711 11 125 THERMOPLASTIC, STD, SOLID, WHITE, 24" LF 110
39 711 11 224 THERMOPLASTIC, STD, YELLOW, SOLID, 18" LF 304
40 711 15 201 THERMOPLASTIC, STD - OP, YELLOW,SOLID,6" GM 0.678
41 711 17 1
THERMOPLASTIC, REMOVE EXIST. THERMOPLASTIC PAVEMENT
MARKING - SURFACE TO REMAIN SF 445
42 164 4800 FIRE HYDRANT, ADJUST & MODIFY EA 1
43 1080 21400 UTILITY FIXTURE, VALVE/METER BOX, RELOCATE EA 4
ITEM
NUMBER
ITEM DESCRIPTION UNIT QUANTITY UNIT COST
44 BENCH: Dumor 490-60PL, Black, 6' Cast Aluminum Bench, Recycled Plastic EA 7
LITTER RECEPTACLE: Dumor 102-32SH, Black, 32-Gallon Steel Receptacle with Sheild EA 7
MULTI-COLOR INTERSECTION GRAPHIC: Applied with StreetBond Coatings over Asphalt SF 1,126
EAGLESTON HOLLY 'ILEX 'EAGLESTON' 45 GAL., 3"CAL., 8' MIN. HT.,
28" SPRD. EA 11
TUSCARORA CRAPE MYRTLE 'LAGERSTROEMIA INDICA FAURIEI
"TUSCARORA"' 45 GAL., 3"CAL., 8' MIN. HT., 4'SPRD. STANDARD TRUNK
EA 8
49 BLUE DAZE 'EVOLVULUS GLOMERATUS' 1 GAL., FULL, 12" O.C. EA 302
50 LANTANA 'LANTANA MONTEVIDENSIS' 1 GAL., FULL, 12" O.C. EA 374
51 IRRIGATION SYSTEM LS 1
ITEM
NUMBER
ITEM DESCRIPTION UNIT QUANTITY UNIT COST
52 630 2 11 CONDUIT, F&I, OPEN TRENCH LF 58
53 630 2 12 CONDUIT, F&I, DIRECTIONAL BORE LF 304
54 632 7 1 SIGNAL CABLE - NEW INTERSECTION, F&I PI 1
55 635 2 11 PULL & SPLICE BOX, F&I, 13"x24" EA 16
56 646 1 11 ALUMINUM SIGNALS POLE, PEDESTAL (CUSTOM SIGNAL POLE) EA 4
57 646 1 12
ALUMINUM SIGNALS POLE, FURNISH & INSTALL PEDESTRIAN DETECTOR
POST EA 4
58 650 1 14 VEHICULAR TRAFFIC SIGNAL, F&I, ALUMINUM, 3 SECTION, 1 WAY AS 8
59 653 1 11 PEDESTRIAN SIGNAL, F&I, LED COUNTDOWN, 1 WAY AS 8
60 660 2 106 LOOP ASSEMBLY, F&I, TYPE F EA 4
61 665 1 11 PEDESTRIAN DETECTOR, F&I, STANDARD EA 8
PROJECT: D0932
TOTAL COST
PAY ITEM
NUMBER
ROADWAY IMPROVEMENTS - SUBTOTAL
VOORHIS AVE ROADWAY IMPROVEMENTS
LANDSCAPE / HARDSCAPE IMPROVEMENTS - SUBTOTAL
TOTAL COST
LANDSCAPE / HARDSCAPE IMPROVEMENTS
TOTAL COST
PAY ITEM
NUMBER
PAY ITEM
NUMBER
SIGNAL IMPROVEMENTS
COMPLETE PROJECT TOTAL
SIGNAL IMPROVEMENTS - SUBTOTAL
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