| Location: | Arizona |
|---|---|
| Posted: | Sep 30, 2026 |
| Due: | Oct 27, 2026 |
| Agency: | City of Douglas |
| Type of Government: | State & Local |
| Category: |
|
| Solicitation No: | RFP 2027 PW 004 |
| Publication URL: | To access bid details, please log in. |
| Bid Number: |
RFP 2027 PW 004
|
| Bid Title: |
West Douglas Utilities Expansion – Kings Highway
|
| Category: | Construction |
| Status: | Open |
|
| City of Douglas, Arizona West Douglas Utilities Expansion - Kings Highway Form for Bid | ||||||
|---|---|---|---|---|---|---|
| Item | Spec | Description | Quantity | Unit | Unit Price | Extended Price |
| 1 | 109 | Mobilization/Demobilization (10% Max of Base Bid Price) | 1 | LS | $ | $ |
| 2 | N/A | SWPPP (including ADOT SWPPP requirements) | 1 | LS | $ | $ |
| 3 | N/A | Survey | 1 | LS | $ | $ |
| 4 | N/A | Quality Control | 1 | LS | $ | $ |
| 5 | 401 | Traffic Control | 1 | LS | $ | $ |
| 6 | 611 | CCTV | 1 | LS | $ | $ |
| SEWER - KINGS HIGHWAY | ||||||
| 7 | 615 | 12" PVC ASTM D3034 SDR-35, per MAG Std. Dtl. 200-3, Sheet CD-501 | 2,729 | LF | $ | $ |
| 8 | 615 | 12" PVC Cap and pipeline marker per Dtl. C-650, Sheet CD- 502 | 1 | EA | $ | $ |
| 9 | 615 | Connection to MH-128 | 1 | EA | $ | $ |
| 10 | 625 | 5 FT Dia. reinforced manhole with 30" cover and precast base per MAG Std. Dtl. 420. Type A frame and cover adjustment, 3" above finished grade per MAG Std. Dtl. 422-1. Include pipeline marker per Dtl. C-650, Sheet CD-502 | 7 | EA | $ | $ |
| 11 | 350 | Sign, remove and replace | 3 | EA | $ | $ |
| 12 | 420 | ADOT ROW fence, remove and replace | 15 | LF | $ | $ |
| 13 | 602 | Trenchless crossing per Dtl. 1, Sheet CD-503 | 228 | LF | $ | $ |
| 14 | 336 | Remove and replace pavement with T-top repair per Cochise County Highway & Floodplain Std. Dtl. CC200-1 | 151 | SY | $ | $ |
| Project Base Bid Total (Items 1 through 14) | $ | |||||
| WATER ALTERNATE 1 - TRENCHED CROSSING | ||||||
| Item | Spec | Description | Quantity | Unit | Unit Price | Extended Price |
| 15 | 109 | Mobilization/Demobilization (10% Max of Alternate 1 Bid Price) | 1 | LS | $ | $ |
| 16 | N/A | SWPPP (including ADOT SWPPP requirements) | 1 | LS | $ | $ |
| 17 | N/A | Survey | 1 | LS | $ | $ |
| 18 | N/A | Quality Control | 1 | LS | $ | $ |
| 19 | 401 | Traffic Control | 1 | LS | $ | $ |
| 20 | 610 | 16" DIP Class 250, per Dtl. 2, Sheet ALT-104 | 207 | LF | $ | $ |
| 21 | 602 | 30" steel casing pipe per Dtl. 1, Section A-A, Sheet ALT-105 | 149 | LF | $ | $ |
| 22 | 610 | 16" DIP cap and pipeline marker per Dtl. C-650, Sheet ALT- 104 | 1 | EA | $ | $ |
| 23 | 610 | Remove existing cap and connect to existing 16" SR 80 waterline | 1 | EA | $ | $ |
| 24 | ADOT 303, 409, 401 | Sawcut and replace AC pavement per ADOT Dtl. C-07.06, Sheet ALT-106 | 69 | SY | $ | $ |
| 25 | ADOT 303, 409, 401 | Sawcut and replace curb per ADOT Dtl. C-05.10, Sheet ALT- 107 | 12 | LF | $ | $ |
| 26 | ADOT 704 | Restore striping to match existing | 32 | LF | $ | $ |
| 27 | ADOT 701 | ADOT signage, remove and replace | 2 | EA | $ | $ |
| 28 | ADOT 903 | ADOT fence, remove and replace | 10 | LF | $ | $ |
| Project Alternate 1 Bid Total (Items 15 through 28) | $ | |||||
City of Douglas
425 10th Street, Douglas Arizona, 85607
Phone: 520-417-7300
Updated 9/28/2026
City of Douglas, Arizona
West Douglas Utilities Expansion - Kings Highway
Form for Bid
Item Spec Description Quantity Unit Unit Price Extended Price
1 109 Mobilization/Demobilization (10% Max of Base Bid Price) 1 LS $ $
2 N/A SWPPP (including ADOT SWPPP requirements) 1 LS $ $
3 N/A Survey 1 LS $ $
4 N/A Quality Control 1 LS $ $
5 401 Traffic Control 1 LS $ $
6 611 CCTV 1 LS $ $
SEWER - KINGS HIGHWAY
12" PVC ASTM D3034 SDR-35, per MAG Std. Dtl. 200-3,
7 615 2,729 LF $ $
Sheet CD-501
12" PVC Cap and pipeline marker per Dtl. C-650, Sheet CD-
8 615 1 EA $ $
502
9 615 Connection to MH-128 1 EA $ $
5 FT Dia. reinforced manhole with 30" cover and precast
base per MAG Std. Dtl. 420. Type A frame and cover
10 625 7 EA $ $
adjustment, 3" above finished grade per MAG Std. Dtl. 422-1.
Include pipeline marker per Dtl. C-650, Sheet CD-502
11 350 Sign, remove and replace 3 EA $ $
12 420 ADOT ROW fence, remove and replace 15 LF $ $
13 602 Trenchless crossing per Dtl. 1, Sheet CD-503 228 LF $ $
Remove and replace pavement with T-top repair per Cochise
14 336 151 SY $ $
County Highway & Floodplain Std. Dtl. CC200-1
Project Base Bid Total (Items 1 through 14) $
WATER ALTERNATE 1 - TRENCHED CROSSING
Item Spec Description Quantity Unit Unit Price Extended Price
Mobilization/Demobilization (10% Max of Alternate 1 Bid
15 109 1 LS $ $
Price)
16 N/A SWPPP (including ADOT SWPPP requirements) 1 LS $ $
17 N/A Survey 1 LS $ $
18 N/A Quality Control 1 LS $ $
19 401 Traffic Control 1 LS $ $
20 610 16" DIP Class 250, per Dtl. 2, Sheet ALT-104 207 LF $ $
21 602 30" steel casing pipe per Dtl. 1, Section A-A, Sheet ALT-105 149 LF $ $
16" DIP cap and pipeline marker per Dtl. C-650, Sheet ALT-
22 610 1 EA $ $
104
Remove existing cap and connect to existing 16" SR 80
23 610 1 EA $ $
waterline
ADOT
Sawcut and replace AC pavement per ADOT Dtl. C-07.06,
24 303, 409, 69 SY $ $
Sheet ALT-106
401
ADOT
Sawcut and replace curb per ADOT Dtl. C-05.10, Sheet ALT-
25 303, 409, 12 LF $ $
107
401
ADOT
26 Restore striping to match existing 32 LF $ $
704
ADOT
27 ADOT signage, remove and replace 2 EA $ $
701
ADOT
28 ADOT fence, remove and replace 10 LF $ $
903
Project Alternate 1 Bid Total (Items 15 through 28) $
| WATER ALTERNATE 2 - TRENCHLESS CROSSING | ||||||
|---|---|---|---|---|---|---|
| Item | Spec | Description | Quantity | Unit | Unit Price | Extended Price |
| 29 | 109 | Mobilization/Demobilization (10% Max of Alternate 2 Bid Price) | 1 | LS | $ | $ |
| 30 | N/A | SWPPP (including ADOT SWPPP requirements) | 1 | LS | $ | $ |
| 31 | N/A | Survey | 1 | LS | $ | $ |
| 32 | N/A | Quality Control | 1 | LS | $ | $ |
| 33 | 401 | Traffic Control | 1 | LS | $ | $ |
| 34 | 610 | 16" DIP Class 250, per Dtl. 2, Sheet ALT-104 | 207 | LF | $ | $ |
| 35 | 610 | 16" DIP cap and pipeline marker per Dtl. C-650, Sheet ALT- 104 | 1 | EA | $ | $ |
| 36 | 610 | Remove existing cap and connect to existing 16" SR 80 waterline | 1 | EA | $ | $ |
| 37 | ADOT 701 | ADOT signage, remove and replace | 1 | EA | $ | $ |
| 38 | 602 | Trenchless crossing per Dtl. 1, Sheet ALT-105 | 155 | LF | $ | $ |
| Project Alternate 2 Bid Total (Items 29 through 38) | $ | |||||
| Project Base Bid Total | $ | |||||
| Project Base Bid + Project Alternate 1 Bid Total | $ | |||||
| Project Base Bid + Project Alternate 2 Bid Total | $ |
City of Douglas
425 10th Street, Douglas Arizona, 85607
Phone: 520-417-7300
Updated 9/28/2026
WATER ALTERNATE 2 - TRENCHLESS CROSSING
Item Spec Description Quantity Unit Unit Price Extended Price
Mobilization/Demobilization (10% Max of Alternate 2 Bid
29 109 1 LS $ $
Price)
30 N/A SWPPP (including ADOT SWPPP requirements) 1 LS $ $
31 N/A Survey 1 LS $ $
32 N/A Quality Control 1 LS $ $
33 401 Traffic Control 1 LS $ $
34 610 16" DIP Class 250, per Dtl. 2, Sheet ALT-104 207 LF $ $
16" DIP cap and pipeline marker per Dtl. C-650, Sheet ALT-
35 610 1 EA $ $
104
Remove existing cap and connect to existing 16" SR 80
36 610 1 EA $ $
waterline
ADOT
37 ADOT signage, remove and replace 1 EA $ $
701
38 602 Trenchless crossing per Dtl. 1, Sheet ALT-105 155 LF $ $
Project Alternate 2 Bid Total (Items 29 through 38) $
Project Base Bid Total $
Project Base Bid + Project Alternate 1 Bid Total $
Project Base Bid + Project Alternate 2 Bid Total $
The Bid Schedule items are inclusive of all work necessary to produce the complete and fully functioning
project as indicated on the Drawings and in the Specifications. Work items not specifically identified in the Bid
Schedule are incidental to Bid Items 1 through 38 and included in the individual bid amounts and the
Total Lump Sum Bid Amount.
TOTAL BASE BID SUM (In Written Form):
______________________________Dollars and _________________Cents
TOTAL BASE BID SUM + BID ALTERNATE 1 (In Written Form):
______________________________Dollars and _________________Cents
TOTAL BASE BID SUM + BID ALTERNATE 2 (In Written Form):
______________________________Dollars and _________________Cents

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