| Location: | North Carolina |
|---|---|
| Posted: | Apr 10, 2026 |
| Due: | Apr 16, 2026 |
| Agency: | State Government of North Carolina |
| Type of Government: | State & Local |
| Category: |
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| Solicitation No: | 332-2022-CDBG-NR-Wash_Ave-REBID |
| Publication URL: | To access bid details, please log in. |
| Solicitation Number: | 332-2022-CDBG-NR-Wash_Ave-REBID |
| Project Title: | Sanford NC – Washington Ave CDBG Subdivision - REBID |
| Description: | The project consists of the clearing and grubbing of the existing site, mass grading, fine grading, installation and connection of proposed utilities to existing off site utilities, installation of stormwater management systems, construction of subdivision roadways, curb and gutter, sidewalks, building lots, and all other infrastructure specified in the project plans. |
| Opening Date: | 4/16/2026 2:00 PM |
| Posted Date: | 4/10/2026 |
| Status: | Open |
| Department: | CITY OF SANFORD |
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Solicitation Number
*
332-2022-CDBG-NR-Wash_Ave-REBID
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Department
CITY OF SANFORD
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Status Reason
Open
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Opening Date
2026-04-16T14:00:00.0000000
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Posted Date
*
2026-04-10T01:03:43.0000000Z
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Primary Commodity Code
Construction Services
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Mandatory Conference/Site Visit
—
—
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Special Instructions
—
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Solicitation Type
*
Select RFP IFB RFI
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Owner
Tradell Adkins
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Description
The project consists of the clearing and grubbing of the existing site, mass grading, fine grading, installation and connection of proposed utilities to existing off site utilities, installation of stormwater management systems, construction of subdivision roadways, curb and gutter, sidewalks, building lots, and all other infrastructure specified in the project plans.
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ADDENDUM NUMBER THREE - RE-BID NOTIFICATION
CITY OF SANFORD WASHINGTON AVE CDBG SUBDIVISION
SANFORD, NORTH CAROLINA
LEE COUNTY
This Addendum Number Three is issued this 9th day of April 2026, to all parties who hold a set
of Bid Documents for the project entitled "CITY OF SANFORD WASHINGTON AVENUE CDBG
SUBDIVISION." This Addendum Number Three shall become part of the Contract Documents,
and its receipt acknowledged on the Bid Documents at the time of bidding.
The following changes and clarifications shall be made to the Contract Documents:
General
1. RE-BID DATE: A minimum of three bids were not received at the initial bid opening on
April 9, 2026. This project is re-advertised and sealed bids will be received at the West
End Conference Room, Sanford Municipal Building, located at 225 E. Weatherspoon
Street, Sanford, NC 27330, until 2:00 p.m. on April 16, 2026, and will then be publicly
opened and read aloud.
2. Being a re-advertisement, three bids will not be required to open on April 16, 2026.
Additionally, Addenda No. 1 through 3 shall need to be acknowledged in the Bid Form.
No changes beyond this or the previous addenda have been made to the project Bid
Documents at this time.
3. An Excel format Bid Form is attached for Bidders' convenience.
This Addendum Number Three is issued this 9th day of April 2026.
T. Andy Lamm, PE
Senior Project Manager
5400 Trinity Road, Suite 107
Raleigh, North Carolina 27607
Addendum #3 - 04/9/2026 24.01907 Page 1 of 1
| ITEM | DESCRIPTION | QUAN. | UNIT | UNIT PRICE | TOTAL |
|---|---|---|---|---|---|
| General Conditions | |||||
| 1 | Mobilization (3.0%) | 1 | LS | ||
| Earthwork | |||||
| 2 | Clearing & Grubbing | 1.33 | AC | ||
| 3 | Cut | 15,391 | CY | ||
| 4 | Fill | 348 | CY | ||
| 5 | Net - Export | 15,043 | CY | ||
| 6 | Site Fine Grading | 1 | EA | ||
| 7 | Rock Excavation | 10 | CY | ||
| Erosion Control Measures | |||||
| 8 | Erosion Control Maintenance | 1 | LS | ||
| 9 | Temporary Seeding | 1.33 | AC | ||
| 10 | Permanent Seeding | 0.80 | AC | ||
| 13 | Silt Fence | 208 | LF | ||
| 16 | Silt Fence Reinforced Outlets | 1 | EA | ||
| 17 | Temporary Diversion Ditch | 208 | LF | ||
| 20 | North American Green C125BN Temporary Diversion Ditch Liners (DD #1) | 208 | LF | ||
| 21 | Straw Wattles | 5 | EA | ||
| 23 | Inlet Protection | 3 | EA | ||
| Sewer | |||||
| 37 | 4" PVC Gravity Sewer Service Line | 200 | LF | ||
| 38 | 4" Cleanouts | 4 | EA | ||
| Water | |||||
| 47 | 6" DIP Fire Line | 116 | LF | ||
| 48 | 6" Gate Valve and Box | 1 | EA | ||
| 49 | Compact Ductile Iron Fittings | 150 | LBS | ||
| 50 | Fire Hydrant Assembly w/ Valve & Tee | 2 | EA | ||
| 53 | Backflow Preventer Assembly w/ Hotbox & Slab | 1 | EA |
MULTIFAMILY - BID FORM
SANFORD CDBG SUBDIVISION
LEE COUNTY, NC
APRIL 2026
ITEM DESCRIPTION QUAN. UNIT UNIT PRICE TOTAL
General Conditions
1 Mobilization (3.0%) 1 LS
Earthwork
2 Clearing & Grubbing 1.33 AC
3 Cut 15,391 CY
4 Fill 348 CY
5 Net - Export 15,043 CY
6 Site Fine Grading 1 EA
7 Rock Excavation 10 CY
Erosion Control Measures
8 Erosion Control Maintenance 1 LS
9 Temporary Seeding 1.33 AC
10 Permanent Seeding 0.80 AC
13 Silt Fence 208 LF
16 Silt Fence Reinforced Outlets 1 EA
17 Temporary Diversion Ditch 208 LF
North American Green C125BN Temporary Diversion
20 208 LF
Ditch Liners (DD #1)
21 Straw Wattles 5 EA
23 Inlet Protection 3 EA
Sewer
37 4" PVC Gravity Sewer Service Line 200 LF
38 4" Cleanouts 4 EA
Water
47 6" DIP Fire Line 116 LF
48 6" Gate Valve and Box 1 EA
49 Compact Ductile Iron Fittings 150 LBS
50 Fire Hydrant Assembly w/ Valve & Tee 2 EA
53 Backflow Preventer Assembly w/ Hotbox & Slab 1 EA
___________________________________________________________________________________________
Granville County, NC
Page 1 of 2
| ITEM | DESCRIPTION | QUAN. | UNIT | UNIT PRICE | TOTAL |
|---|---|---|---|---|---|
| 54 | 2" Master Meter | 1 | EA | ||
| 58 | Pressure Testing, Chlorination, Bac-T Testing, and Flushing | 116 | LF | ||
| Storm | |||||
| 59 | 18" Class III Wall Type B RCP Pipe | 229 | LF | ||
| 64 | 18" ADS N-12 HDPE Pipe | 250 | LF | ||
| 65 | Storm Connection Lines - 6" ADS N-12 HDPE Pipe | 317 | LF | ||
| 66 | Storm Connection Lines - 8" ADS N-12 HDPE Pipe | 334 | LF | ||
| 67 | Curb Inlet & Box | 1 | EA | ||
| 69 | Yard Inlet | 4 | EA | ||
| Site | |||||
| 78 | Road Subgrade Preparation | 1,052 | SY | ||
| 79 | 6" ABC Under Curb | 451 | LF | ||
| 80 | 30" Curb and Gutter | 451 | LF | ||
| 81 | Fine Grade for Sidewalk | 3,252 | SF | ||
| 82 | 5' Concrete Sidewalks | 3,252 | SF | ||
| 83 | Backfill Sidewalk | 566 | LF | ||
| 84 | Wheel Stop | 2 | EA | ||
| 84 | H/C Ramps | 1 | EA | ||
| 85 | Mail Kiosks and Concrete Pad | 1 | LS | ||
| 86 | Striping and Signage | 1 | LS | ||
| 88 | Sidewalk Stairs | 2 | EA | ||
| 89 | Decorative Fence | 105 | LF | ||
| 90 | Retaining Walls | 692 | SF | ||
| 91 | Dumpster Pad & Enclosure | 1 | EA | ||
| 92 | 8" ABC - Parking Lot | 932 | SY | ||
| 93 | Asphalt - 1.5" S-9.5B - Parking Lot (Initial lift) | 932 | SY | ||
| 94 | Asphalt - 1.5" S-9.5B Parking Lot (Final lift) | 932 | SY | ||
| 95 | 6" ABC - Walking Trail | 441 | SY | ||
| 96 | Asphalt - 2" S-9.5A - Walking Trail | 441 | SY | ||
| 97 | Landscaping | 1 | LS | ||
| CONSTRUCTION SUBTOTAL | |||||
| TOTAL MULTIFAMILY |
| TOTAL CONSTRUCTION COST (ALL PHASES COMBINED) |
|---|
ITEM DESCRIPTION QUAN. UNIT UNIT PRICE TOTAL
54 2" Master Meter 1 EA
Pressure Testing, Chlorination, Bac-T Testing, and
58 116 LF
Flushing
Storm
59 18" Class III Wall Type B RCP Pipe 229 LF
64 18" ADS N-12 HDPE Pipe 250 LF
65 Storm Connection Lines - 6" ADS N-12 HDPE Pipe 317 LF
66 Storm Connection Lines - 8" ADS N-12 HDPE Pipe 334 LF
67 Curb Inlet & Box 1 EA
69 Yard Inlet 4 EA
Site
78 Road Subgrade Preparation 1,052 SY
79 6" ABC Under Curb 451 LF
80 30" Curb and Gutter 451 LF
81 Fine Grade for Sidewalk 3,252 SF
82 5' Concrete Sidewalks 3,252 SF
83 Backfill Sidewalk 566 LF
84 Wheel Stop 2 EA
84 H/C Ramps 1 EA
85 Mail Kiosks and Concrete Pad 1 LS
86 Striping and Signage 1 LS
88 Sidewalk Stairs 2 EA
89 Decorative Fence 105 LF
90 Retaining Walls 692 SF
91 Dumpster Pad & Enclosure 1 EA
92 8" ABC - Parking Lot 932 SY
93 Asphalt - 1.5" S-9.5B - Parking Lot (Initial lift) 932 SY
94 Asphalt - 1.5" S-9.5B Parking Lot (Final lift) 932 SY
95 6" ABC - Walking Trail 441 SY
96 Asphalt - 2" S-9.5A - Walking Trail 441 SY
97 Landscaping 1 LS
CONSTRUCTION SUBTOTAL
TOTAL MULTIFAMILY
TOTAL CONSTRUCTION COST (ALL PHASES COMBINED)
Notes:
1. All costs shown are in current dollars.
2. The Engineer maintains no control of labor costs, materials, equipment or services furnished by others, the Contractor(s)' methods for determining prices,
or competitive or market conditions. The opinions herein for project and construction costs represent the Engineer's best judgment, and are based on
experience and qualifications as a Professional Engineer who possesses familiarity with the construction industry. The Engineer does not guarantee the
accuracy of the cost opinions which may vary from bids or actual project and construction costs.
___________________________________________________________________________________________
Granville County, NC
Page 2 of 2

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