Addendum No. 1 Four Canyons Parkway Phase 2B IFB-5692-25-DD.pdf

Purchasing Division

ADDENDUM NO. 1

DATE: June 20, 2025 FROM: City of Grand Junction Purchasing Division TO: All Offerors RE: Four Canyons Parkway Phase 2B IFB-5692-25-DD

This addendum shall be a part of the Contract Documents for the above project and is hereby made effective on the date shown above. All other terms and conditions of the contract documents not addressed in this addendum shall remain unchanged.

The bidder shall acknowledge receipt of this addendum in the space provided in the Bid Form. Failure to do so may subject the bidder to disqualification.

Please make note of the following questions/answers/clarifications:

****All files referenced in this Addendum can be found in this link:

Four Canyons Parkway Addendum 1

1. Question: Will the City of Grand Junction allow ADS HP Storm per AASHTO M330 (corrugated dual wall polypropylene storm pipe) to be bid as a value engineer alternate to the RCP storm sewer pipe that is specified on the plans? HP Storm is approved by CDOT for storm drain: M standard as M-603-4, specification section 712.13, with HP Storm formally on the CDOT APL.

Answer: Dual wall or corrugated polypropylene pipe will be considered an approved equivalent for RCP storm sewer pipe when installed in accordance with CDOT M Standards.

2. Question: How many manholes are being rehabbed? Replaced? What does WQ Manhole mean? Why are some listed as quantities and some listed with vertical feet? One states 30 ft but the manhole isn't actually 30 ft is it?

Answer: There are no existing manholes that are being rehabilitated for this project. Contractors are encouraged to:

• Review the Existing Conditions Plans to identify which and how many existing manholes are being removed

• Consult the Utility Plan and Profile Sheets to see where new manholes are proposed

• Refer to the Bid Schedule for the total number of new manholes to be installed.

Clarification: Manhole Count vs. VLF Barrel Depth Units:

1 Manhole Count (Each):

2 Bid items such as Storm Drain Manhole (48” ID) are paid per structure installed.

3 Includes base, barrel sections (up to 5 feet), cone, and ring & cover.

4 Unit: Each, regardless of depth up to 5-feet.

https://grandjct-my.sharepoint.com/:f:/g/personal/dollyd_gjcity_org/EosSHUqGmXlMh2eUi-mcnCgB8qBhgpsulGS3CKss-Ap-VA?e=uXShQv

1 Additional Barrel Depth (VLF):

2 If a manhole exceeds 5-ft depth, the excess depth is paid separately by Vertical Linear Foot (VLF).

3 Example: Bid Item #60 - Storm Drain - Manhole Barrel Section (D>5’)(48” I.D.). This is measured and paid per vertical linear foot (VLF) beyond the 5-foot standard height.

4 Bid Line Item #59 – 30 VLF, refers to total additional depth beyond 5 feet for one or more of the (7) 60” I.D. Storm Drain Manholes to be installed.

Rim Adjustment & Grade Rings:

• Bid Line Item #136: Adjustment of existing manhole rims (<1-ft) using grade rings.

• Bid Line Item #136A: Adjustment of existing manhole rims (>1-ft), grade rings alone are not sufficient;

manhole modification to finished grade is required.

Refer to City Standard Details and Special Provisions for: Approved grade ring materials Maximum allowable height for grade ring adjustments.

3. Question: Concerning the “water quality units”, the profiles are on pages 77, 80, and 83 of the Civil

Construction file. Is it possible to find out what the treatment area is and what the peak flows are for each location? Where can I find this information?

Answer: See below the required treatment flows and bypass flows for each water quality manhole.

• WQ Structure #31 (pg. 77): Treatment flow rate = 4.18 CFS; Peak flow rate = 39.89 CFS

• WQ Structure #28 (pg. 80): Treatment flow rate = 2.55 CFS; Peak flow rate = 33.67 CFS

• WQ Structure #36 (pg. 83): Treatment flow rate = 0.03 CFS; Peak flow rate = 4.02 CFS

Note: The water quality structures have been designed and sized based on the Advanced Drainage System’s (ADS) Barracuda Treatment System, manufactured by Baysaver. The size of each structure is based on the Barracuda Max S8, S6 and S3, respectively. If the bidder wishes to propose an alternative water quality treatment structure, please provide the manufacturer, performance data, and structure model for evaluation by the City.

4. Question: Is it possible to get the existing surface and DWG with linework similar to what was provided when Phase I was bid?

Answer: For bidders’ convenience, please see attached files. Click on links to access.

5. Question: We have a couple questions regarding the Bid Schedule:

• Item 96 is shown in LF, is this correct? Fire Hydrant removal is typically Each.

• Is it possible to change item 165 Potholing from Lump Sum to Hours?

• Item 170 is shown as 10,000 TONS; can we change this to CY, or should we plan on hauling the material away to get scaled first?

• Is it possible to change all aggregate base items from SY to TON for easier tracking?

• Items 234 and 255 appear to be duplicates. Is that the case?

• Item 293 has 5 LF, is this supposed to be 5 Each?

Answer: See Attached Revised Bid Schedule

• The unit for Bid Item 96 (Fire Hydrant Removal) has been changed to (EACH)

• It is acceptable for Potholing (Bid Item 165) unit to be changed to (EACH), rather than (HOURS).

• The unit for Bid Item 170 has been changed to (CY).

• The unit for all aggregate base Bid Items will remain as (SY).

• Bid Items 234 and 255 are duplicates. Please refer to only Bid Item 234 for (3 LB U-SHAPE

CHANNEL STEEL POST). The quantity for Bid Item 234 remains at 88. Bid Item 255 has been deleted.

• The unit for Bid Item 293 has been changed to (EACH).

6. Question: On sheet 91, we are tying into an existing inlet at Garrett Estates that we are salvaging.

• Are we going to be required to maintain the standard sump as with a precast inlet?

• Are there details for the Redi-Rock wall, such as footer material?

Answer:

• Not for this particular structure. The intent is to remove and reuse the existing structure as is. The proposed inlet and outlet elevations of the salvaged structure at the new location are the same as the elevations at the current location.

• Please see attached detail sheet of the Redi-Rock wall section with construction notes referring to the leveling pad material.

7. Question: Will a 5% deflection test be performed minimum of 30 days following installation as required per CDOT standard 603.10?

Answer: Assuming this question pertains to the polypropylene pipe as an allowed RCP storm pipe alternate, the City of Grand Junction will not require a deflection test per CDOT Standard 603.10.

8. Question: There doesn’t appear to be any details for the reinforcement that is required in the caissons.

• Can you please provide us with the caisson reinforcement details and required concrete mix?

• There are a few piles of dirt and busted concrete just East of 24 ¾ Rd. at approximately Sta. 94+00 that appear to be left over from the previous phase of the project. How is the removal of these piles of material to be bid?

• Will the Fiber Optic Cable in bid item #256 be installed by a utility provider or, is it to be installed by the GC?

• Bid Item #258, Test Fiber Optic Cable, will this be done by the GC or by a utility provider?

Answer:

• Assuming the caisson in question is for the proposed signal poles (Sheets 262-264), please refer to CDOT Standard Plans No. S-614-40 & S-614-45

• The existing debris piles were left over from the Four Canyons Pkwy PH2A project and are in excess of the quantity called out for Bid Item #166. An additional 600 CY has been added to Bid Item #166 to account for the piles and is reflected in the updated Bid Schedule attached.

• Bid Item #256 shall be installed by the GC.

• Bid Item #258 shall be installed by the GC.

9. Question: Would Prinsco GoldPro Dual Wall Corrugated Polypropylene be an acceptable alternative to the reinforced concrete pipe? Please see attached spec sheet.

Answer: See response to Question #1, above.

10. Question: Pertaining to the retaining walls:

• The walls on pages 134-135 specify Redi-Rock and are drawn clearly. However, I don’t see where it specifies which are tops, middles or bottoms. They are priced differently so we don’t want to speculate. The difference is depicted below in an excerpt from the Redi-Rock library. Freestanding blocks are also available.

• Regarding Redi-Rock aesthetics, does The City prefer the limestone texture (as used along the onramp, formerly Spruce Street, from Mulberry Street to the I-70 Business Loop) or Ledgestone (as used at the lunch loop parking lot up the monument connect trail and currently underway at the EVC Horizon project)?

• The walls on pages 136-142 are specified as “Keystone Legacy Stone Landscape retaining wall or similar project engineer approved.” Is it safe to assume that the Redi-Rock system, which meets standards ASTM C1776/C1776M (superior strength and density) would be an “engineer approved” substitute? We are able to arrange stamped designs for the conversion.

Answer:

• Please see attached the Redi-Rock Freestanding Product Data Sheet and the Redi-Rock 2 Block High Wall Section Sheet, stating which blocks are bottom, middle and top.

• The City prefers the Ledgestone texture.

• The retaining walls shown on sheets 136-142 are to match the rain garden retaining walls constructed as part of Phase I of the PKWY. Those retaining walls were constructed using the Jumbo Nursery

Stone, a product of WestBlock Systems, Inc. The preferred color for these blocks is the Mesa Blend.

Please see attached the approved spec sheets for the blocks installed for Phase I.

11. Question: The bid tab calls for C900 PVC for some of the irrigation lines, what DR rating should we quote, and does it need to be Green or Purple or just Blue?

Answer: The DR rating for these segments of C900 PVC for irrigation shall be DR25. The color should be blue.

*****All files referenced in this Addendum can be found in this link:

Four Canyons Parkway Addendum 1

ADDENDUM NO.1 CLARIFICATIONS:

1. Please see attached revised Bid Schedule, reflecting the clarifications to question #2, with revised quantities to Bid Line Item #136, the addition of Bid Line Item #136A for manholes to be modified for finished grade rim adjustments exceeding 1-foot. Units have also been revised for Bid Items (96, 165, 166, 170, 255, 293, 310 & 311).

2. Please see attached the Revised Construction Plan Set reflecting updated Existing Conditions Plan sheets. The revised sheets reflect changes to callouts associated with bid question #2 regarding adjustments to existing manhole rim elevations. Other callouts and linework have also been revised.

Contractors are encouraged to review all Existing Conditions Plans.

2025-06-11 Four Canyons Pkwy PH2b_Updated Construction Plans.pdf

3. The General Contractor will not be responsible for removal of the existing shed structures located at 645 and 647 25 Road. The removals will be completed under separate contract by others. No Bid Line Item exists for the removal of said structures. Refer to the Existing Conditions Plans for clarification.

4. Outside the shared utility trench, there will be a site lighting/electrical and fiber trench, exclusively for the City owned site lighting and fiber optic lines. Bid Items 310 & 311 call for the same (25,892) lineal feet of 2” PVC conduit for both the site lighting electrical line and the fiber optic line. This is the approximate length of the trench for the City’s site lighting and fiber lines. Please also see attached updated sheet E4 of the Electrical Plans.

5. Please see attached the spec sheets for the Jumbo Nursery Stones for the rain garden retaining walls.

6. Please see attached the spec sheets for the Redi-Rock retaining walls.

The original solicitation for the project noted above is amended as noted. All other conditions of the subject remain the same.

Respectfully, Dolly Daniels, Senior Buyer City of Grand Junction, Colorado https://grandjct-my.sharepoint.com/:f:/g/personal/dollyd_gjcity_org/EosSHUqGmXlMh2eUi-mcnCgB8qBhgpsulGS3CKss-Ap-VA?e=uXShQv https://grandjct-my.sharepoint.com/:b:/g/personal/brendanh_gjcity_org/EYpLYNgNz8lOuqrmawB8QFEBcI46mUS6KBIp1yl_EZsfng?e=jufjiG

Item No.

CDOT,

City Ref. Description Quantity Units Unit Price Total Price

1 108.2 6" Water Pipe (C-900 PVC) 800. LF $ ____________ $ ____________

2 108.2 8" Water Pipe (C-900 PVC) 1,500. LF $ ____________ $ ____________

3 108.2 12" Water Pipe (C-900 PVC) 3,110. LF $ ____________ $ ____________

4 108.3 2" Gate Valve 4. EA $ ____________ $ ____________

5 108.3 6" Gate Valve 11. EA $ ____________ $ ____________

6 108.3 8" Gate Valve 8. EA $ ____________ $ ____________

7 108.3 12" Gate Valve 6. EA $ ____________ $ ____________

8 108.3 6" x 2" Tee 1. EA $ ____________ $ ____________

9 108.3 6" x 6" Tee 2. EA $ ____________ $ ____________

10 108.3 8" x 2" Tee 1. EA $ ____________ $ ____________

11 108.3 8" x 6" Tee 5. EA $ ____________ $ ____________

12 108.3 8" x 8" Tee 2. EA $ ____________ $ ____________

13 108.3 12" x 6" Tee 6. EA $ ____________ $ ____________

14 108.3 12" x 8" Tee 3. EA $ ____________ $ ____________

15 108.3 12" x 12" Tee 1. EA $ ____________ $ ____________

16 108.3 6" 11 1/4 degree Elbow 1. EA $ ____________ $ ____________

17 108.3 6" 22 1/2 degree Elbow 5. EA $ ____________ $ ____________

18 108.3 6" 45 degree Elbow 2. EA $ ____________ $ ____________

19 108.3 8" 11 1/4 degree Elbow 6. EA $ ____________ $ ____________

20 108.3 8" 22 1/2 degree Elbow 20. EA $ ____________ $ ____________

21 108.3 8" 45 degree Elbow 13. EA $ ____________ $ ____________

22 108.3 8" x 12" Reducer 1. EA $ ____________ $ ____________

23 108.3 12" 11 1/4 degree Elbow 2. EA $ ____________ $ ____________

24 108.3 12" 22 1/2 degree Elbow 15. EA $ ____________ $ ____________

25 108.3 12" 45 degree Elbow 2. EA $ ____________ $ ____________

26 108.3 Fire Hydrant 8. EA $ ____________ $ ____________

27 108.4 6"x3/4" Tapping Saddle 1. EA $ ____________ $ ____________

28 108.4 8"x3/4" Tapping Saddle 4. EA $ ____________ $ ____________

29 108.4 12"x3/4" Tapping Saddle 10. EA $ ____________ $ ____________

30 108.4 12"x1" Tapping Saddle 1. EA $ ____________ $ ____________

31 108.4 12"x2" Tapping Saddle 2. EA $ ____________ $ ____________

32 108.4 3/4" Corporation Stop 15. EA $ ____________ $ ____________

33 108.4 1" Corporation Stop 1. EA $ ____________ $ ____________

34 108.4 2" Corporation Stop 2. EA $ ____________ $ ____________

35 108.4 Water Service Line (3/4") (Type K Copper) 430. LF $ ____________ $ ____________

36 108.4 Water Service Line (1") (Type K Copper) 30. LF $ ____________ $ ____________

37 108.4 Water Service Line (2") (Type K Copper) 135. LF $ ____________ $ ____________

38 108.4 3/4" Meter Setter (Install Only) (Ute Water to Provide)

10. EA $ ____________ $ ____________

Bid Schedule: FOUR CANYONS PKWY PH2B Addendum 1 Contractor:________________________________________________________

BF-2 (1 of 14)

CDOT,

City Ref. Description Quantity Units Unit Price Total Price

Bid Schedule: FOUR CANYONS PKWY PH2B Contractor:________________________________________________________

39 108.4 1" Meter Setter (Install Only) (Ute Water to Provide)

1. EA $ ____________ $ ____________

40 108.4 2" Meter Setter (Install Only) (Ute Water to Provide)

1. EA $ ____________ $ ____________

41 108.4 Meter Pit (Install Only) (Ute Water to Provide) 12. EA $ ____________ $ ____________

42 104.4 Cap Top Half of Sewer in Concrete per City Standard Detail GU-04.

5. EA $ ____________ $ ____________

43 104.4 Fully Encase Sewer in Concrete per City Standard Detail GU-04.

5. EA $ ____________ $ ____________

44 108.2 Import Trench Backfill (Class 3) (Including haul and disposal of unsuitable excavated material) (Assumed Unit Weight = 133 lbs/cu.ft.)

1,235. TON $ ____________ $ ____________

45 108.7 Granular Stabilization Material (Type B) 740. TON $ ____________ $ ____________

46 108.2 Storm Drain Pipe - 30" Concrete Pipe 2,644. LF $ ____________ $ ____________

47 108.2 Storm Drain Pipe - 18" Concrete Pipe 2,160. LF $ ____________ $ ____________

48 108.2 Storm Drain Pipe - 12" Concrete Pipe 750. LF $ ____________ $ ____________

49 108.6 Storm Drain Manhole (90" ID) 1. EA $ ____________ $ ____________

50 108.6 Storm Drain Manhole (60" ID) 6. EA $ ____________ $ ____________

51 108.6 Storm Drain Manhole (48" ID) 7. EA $ ____________ $ ____________

52 108.6 WQ manhole. ADS stormwater treatment unit Barracuda S8 or engineer approved equal.

Includes 96" concrete manhole supplied by manufacturer and connection of adjacent storm sewer lines, forming inverts and adjusting to final grade. (Complete in Place).

1. EA $ ____________ $ ____________

53 108.6 WQ manhole. ADS stormwater treatment unit Barracuda S6 or engineer approved equal.

Includes 72" concrete manhole supplied by manufacturer and connection of adjacent storm sewer lines, forming inverts and adjusting to final grade. (Complete in Place).

1. EA $ ____________ $ ____________

54 108.6 WQ Manhole. ADS stormwater treatment unit Barracuda Max S3 or engineer approved equal. Includes 36" HP (36" ADS triple wall polypropylene barrel section) manhole with ductile iron flat top lid supplied by manufacturer and connection of adjacent storm sewer lines, forming inverts and adjusting to final grade.

Complete in Place).

1. EA $ ____________ $ ____________

55 108.6 Single Storm Drain Inlet with drive over curb opening (24" x 36")

3. EA $ ____________ $ ____________

56 108.6 Storm Drain Inlet with vertical curb opening (24" x 36")

25. EA $ ____________ $ ____________

57 108.6 Storm Drain - Large Area Inlet (24"x36") 1. EA $ ____________ $ ____________

BF-2 (2 of 14)

CDOT,

City Ref. Description Quantity Units Unit Price Total Price

Bid Schedule: FOUR CANYONS PKWY PH2B Contractor:________________________________________________________

58 108.5 Storm Drain - Manhole Barrel Section (D>5')(90" I.D.)

4.3 VLF $ ____________ $ ____________

59 108.5 Storm Drain - Manhole Barrel Section (D>5')(60" I.D.)

30. VLF $ ____________ $ ____________

60 108.5 Storm Drain - Manhole Barrel Section (D>5')(48" I.D.)

2. VLF $ ____________ $ ____________

61 108.5 Storm Drain - Inlet Box Section (D>5')(24"x36" I.D.)

5. VLF $ ____________ $ ____________

62 108.5 Connect to Existing Manhole or Pipe 1. EA $ ____________ $ ____________

63 108.2 Imported Trench Backfill (Class 3) (Including haul and disposal of unsuitable excavated material) (Assumed Unit Weight = 133 lbs/cu.ft.)(Storm Drain)

1,220. TON $ ____________ $ ____________

64 108.7 Granular Stabilization Material (Type B) (18" Thick Min.) (Includes haul and disposal of unsuitable excavated material) (Assumed Unit Weight = 138 lbs/cu.ft.)(Storm Drain)

950. TON $ ____________ $ ____________

65 108.3 2-way Sanitary Sewer Service Clean-Out (Std Detail SS-07) (For Rain Garden Underdrains)

6. EA $ ____________ $ ____________

66 108.2 4" Gravity Underdrain Pipe (Factory Slotted

SDR 17 PVC)

250. LF $ ____________ $ ____________

67 420 Geotextile Separator (CL 2) (Mirafi 180N or

EQ)

(For Rain Garden Underdrain)

300. SY $ ____________ $ ____________

68 420 Geotextile Separator (CL 2) (Mirafi 1100N or EQ) (For Rain Garden Underdrain)

155. SY $ ____________ $ ____________

69 304 Drain Gravel (For Rain Garden Underdrains) 41. TON $ ____________ $ ____________

70 304 Filter Sand (ASTM C-33)(For Rain Garden Underdrains)

70. TON $ ____________ $ ____________

71 LSC Bio-Retention Topsoil Media (12" Thick) (all designated areas within Rain Gardens, see Underdrain Plans & Landscape Detail Sheets for Bio-Retention Media Properties )

305. SY $ ____________ $ ____________

72 108.2 Irrigation Pipe - 8" SDR-35 PVC 70. LF $ ____________ $ ____________

73 108.2 Irrigation Pipe - 10" C-900 PVC 10. LF $ ____________ $ ____________

74 108.2 Irrigation Pipe - 12" SDR-35 PVC 22. LF $ ____________ $ ____________

75 108.2 Irrigation Pipe - 18" C-900 PVC 450. LF $ ____________ $ ____________

76 108.2 Irrigation Pipe - 12" Corrugated HDPE Pipe 60. LF $ ____________ $ ____________

77 108.2 Irrigation Pipe - 18" Corrugated HDPE Pipe 1,500. LF $ ____________ $ ____________

78 108.2 Irrigation Pipe - 24" Corrugated HDPE Pipe 10. LF $ ____________ $ ____________

79 108.5 Irrigation Connection (2494 Flat Top Ln) 1. EA $ ____________ $ ____________

80 108.5 Irrigation Connection (623 25 Rd) 1. EA $ ____________ $ ____________

81 108.5 Irrigation Connection (625 25 Rd) 1. EA $ ____________ $ ____________

BF-2 (3 of 14)

CDOT,

City Ref. Description Quantity Units Unit Price Total Price

Bid Schedule: FOUR CANYONS PKWY PH2B Contractor:________________________________________________________

82 108.5 Irrigation Connection (653 1/2 25 Rd) 1. EA $ ____________ $ ____________

83 108.5 Irrigation Connection (653 25 Rd) 1. EA $ ____________ $ ____________

84 108.5 Irrigation Connection (651 25 Rd) 1. EA $ ____________ $ ____________

85 108.5 Irrigation Connection (649 25 Rd) 1. EA $ ____________ $ ____________

86 108.5 Irrigation Manhole (36" I.D.) 9. EA $ ____________ $ ____________

87 108.5 Irrigation Manhole (48" I.D.) Structures (29),(28),&(27) per Details and Plan

3. EA $ ____________ $ ____________

88 108.5 Irrigation - Manhole Barrel Section (D>5')(36" I.D.)

21. VLF $ ____________ $ ____________

89 108.5 Irrigation - Manhole Barrel Section (D>5')(48" I.D.)

13. VLF $ ____________ $ ____________

90 108.2 Imported Trench Backfill (Class 3) (Including haul and disposal of unsuitable excavated material) (Assumed Unit Weight = 133 lbs/cu.ft.)(Irrigation)

700. TON $ ____________ $ ____________

91 108.7 Granular Stabilization Material (Type B) (18" Thick Min.) (Includes haul and disposal of unsuitable excavated material) (Assumed Unit Weight = 138 lbs/cu.ft.)(Irrigation)

365. TON $ ____________ $ ____________

92 202 Remove Asphalt Mat. Full Depth. 22,500. SY $ ____________ $ ____________

93 202 Remove Concrete 2,500. SY $ ____________ $ ____________

94 202 Abandon Pipe by Plugging End with Concrete 4. EA $ ____________ $ ____________

95 202 Remove Landscape Border 450. LF $ ____________ $ ____________

96 202 Remove Fire Hydrant and return to Ute Water 3. EA $ ____________ $ ____________

97 202 Remove Water Meter 8. EA $ ____________ $ ____________

98 202 Remove Water Valve 23. EA $ ____________ $ ____________

99 202 Remove Storm Drain Inlet 5. EA $ ____________ $ ____________

100 202 Remove Irrigation Manhole 6. EA $ ____________ $ ____________

101 202 Remove Storm Drain Manhole 10. EA $ ____________ $ ____________

102 202 Remove Light Pole 2. EA $ ____________ $ ____________

103 202 Remove Light Pole Base 2. EA $ ____________ $ ____________

104 202 Remove Post 7. EA $ ____________ $ ____________

105 202 Remove Delineator 13. EA $ ____________ $ ____________

106 202 Remove Ground Sign 27. EA $ ____________ $ ____________

107 202 Remove Sod. 5,056. SY $ ____________ $ ____________

108 202 Remove Tree 52. EA $ ____________ $ ____________

109 202 Remove Tree Stump 6. EA $ ____________ $ ____________

110 202 Remove Bush 56. EA $ ____________ $ ____________

111 202 Remove Property Pin (no reference or reset) 8. EA $ ____________ $ ____________

BF-2 (4 of 14)

CDOT,

City Ref. Description Quantity Units Unit Price Total Price

Bid Schedule: FOUR CANYONS PKWY PH2B Contractor:________________________________________________________

112 202 Remove Fence (includes all gates and associated appurtenances)

2,228. LF $ ____________ $ ____________

113 202 Remove Pipe as shown on Plans 4,500. LF $ ____________ $ ____________

114 202 Remove Mail Box 3. EA $ ____________ $ ____________

115 202 Remove Signal Pole Steel Template (base) and Return to City Traffic

1. EA $ ____________ $ ____________

116 202 Clearing and Grubbing 1. LS $ ____________ $ ____________

117 210 Adjust Sprinkler System (Heritage Estates HOA Detention Pond Area)

1. EA $ ____________ $ ____________

118 210 Adjust Sprinkler System (2508 Blichmann) 1. EA $ ____________ $ ____________

119 210 Adjust Sprinkler System (2501 Blichmann) 1. EA $ ____________ $ ____________

120 210 Adjust Sprinkler System (Heritage Heights HOA Tract on the West side of 25 Rd North of 625 25 Rd)

1. EA $ ____________ $ ____________

121 210 Adjust Sprinkler System (625 25 Rd) 1. EA $ ____________ $ ____________

122 210 Adjust Sprinkler System (623 25 Rd) 1. EA $ ____________ $ ____________

123 210 Adjust Sprinkler System (2502 Foresight) (includes old Foresight Cir Median)

1. EA $ ____________ $ ____________

124 210 Adjust Sprinkler System (2503 Foresight) 1. EA $ ____________ $ ____________

125 210 Adjust Sprinkler System (610 25 Rd) 1. EA $ ____________ $ ____________

126 210 Adjust Sprinkler System (604 25 Rd) 1. EA $ ____________ $ ____________

127 210 Adjust Sprinkler System (Copper Creek HOA at 25 Rd and Waite Ave)

1. EA $ ____________ $ ____________

128 210 Adjust Sprinkler System (Garrett Estates HOA Detention Pond Area at 25 Rd and F 1/2 Rd)

1. EA $ ____________ $ ____________

129 210 Adjust Sprinkler System (Herritage Estates HOA North Side of F 1/4 Rd West of 25 Rd)

1. EA $ ____________ $ ____________

130 210 Adjust Sprinkler System (2494 F 1/4 Rd) 1. EA $ ____________ $ ____________

131 210 Adjust Water Valve to Finished Grade 16. EA $ ____________ $ ____________

132 210 Adjust Water Meter to Finished Grade 5. EA $ ____________ $ ____________

133 210 Reset Water Meter 1. EA $ ____________ $ ____________

134 210 Reset Outet Structure for Heritage Estates Detention

1. EA $ ____________ $ ____________

135 210 Reset Outet Structure for Garrett Estates Detention

1. EA $ ____________ $ ____________

136 210 Adjust Manhole to Finished Grade 21. EA $ ____________ $ ____________

136A 210 Modify Manhole to Finished Grade 7. EA $ ____________ $ ____________

137 210 Reset Landscape Boulder 1. EA $ ____________ $ ____________

138 210 Trim Tree to clear walkway 6. EA $ ____________ $ ____________

139 210 Trim Bush to clear walkway 11. EA $ ____________ $ ____________

140 210 Reference/Reset Survey Monument 5. EA $ ____________ $ ____________

141 210 Reset Gate 2. EA $ ____________ $ ____________

142 210 Reset Mail Box (Coordinate with USPS) 7. EA $ ____________ $ ____________

BF-2 (5 of 14)

CDOT,

City Ref. Description Quantity Units Unit Price Total Price

Bid Schedule: FOUR CANYONS PKWY PH2B Contractor:________________________________________________________

143 210 Reset Landscape Border 40. LF $ ____________ $ ____________

144 210 Reset 2" PVC Irrigation Halls Estates Irrigation Tract adjacent to Hanna Ln

650. LF $ ____________ $ ____________

145 210 Reset Fence 800. LF $ ____________ $ ____________

146 210 Reset Commercial Sign for 604 25 Rd 1. EA $ ____________ $ ____________

147 210 Reset Landscape Ground Cover (Halls Est.

HOA adjacent to Hanna Ln N side Four Canyons Pkwy 24 1/2 to 24 3/4)

11,000. SF $ ____________ $ ____________

148 210 Reset Landscape Ground Cover (Heritage Heights HOA South side of Four Canyons Pkwy from 24 1/2 Rd to 24 3/4 Rd)

4,350. SF $ ____________ $ ____________

149 210 Reset Landscape Ground Cover (Heritage Heights HOA South side of Four Canyons Pkwy from 24 3/4 Rd to 25 Rd)

8,100. SF $ ____________ $ ____________

150 210 Reset Landscape Ground Cover (2501 Blichmann)

120. SF $ ____________ $ ____________

151 210 Reset Landscape Ground Cover (610 25 Rd) 130. SF $ ____________ $ ____________

152 210 Reset Landscape Ground Cover (604 25 Rd) 60. SF $ ____________ $ ____________

153 210 Reset Landscape Ground Cover (661 Garrett Way)

200. SF $ ____________ $ ____________

154 210 Reset Landscape Ground Cover (663 Garrett Way)

350. SF $ ____________ $ ____________

155 210 Reset Landscape Ground Cover (665 Garrett Way)

250. SF $ ____________ $ ____________

156 210 Reset Landscape Ground Cover (667 Garrett Way)

250. SF $ ____________ $ ____________

157 210 Reset Landscape Ground Cover (669 Garrett Way)

250. SF $ ____________ $ ____________

158 210 Reset Landscape Ground Cover (Garrett Way HOA on Garrett Way)

50. SF $ ____________ $ ____________

159 210 Reset Landscape Ground Cover (671 Garrett Way)

350. SF $ ____________ $ ____________

160 210 Reset Landscape Ground Cover (25 Rd and Waite Ave intersection - Copper Creek entrance - in ROW)

50. SF $ ____________ $ ____________

161 210 Reset Landscape Ground Cover (2494 F 1/4 Rd)

200. SF $ ____________ $ ____________

162 210 Cap Existing Sanitary Sewer with Cap 75. LF $ ____________ $ ____________

163 210 Reset Sign (Gastroenterology Associates on Patterson)

1. EA $ ____________ $ ____________

164 210 Reset Sign 3. EA $ ____________ $ ____________

165 PH POTHOLING 75. EA $ ____________ $ ____________

166 203 Unclassified Excavation 73,876. CY $ ____________ $ ____________

167 203 Unclassified Embankment 10,776. CY $ ____________ $ ____________

BF-2 (6 of 14)

CDOT,

City Ref. Description Quantity Units Unit Price Total Price

Bid Schedule: FOUR CANYONS PKWY PH2B Contractor:________________________________________________________

168 203 Haul Earthwork Material 61,600. CY $ ____________ $ ____________

169 207 Topsoil (12" Thick) (all planting areas within ROW) (Except areas designated without, see Landscape Plans)

3,000. SY $ ____________ $ ____________

170 203 (Roadway Subgrade Stabilization) Muck Excavation

10,000. CY $ ____________ $ ____________

171 304 (Roadway Subgrade Stabilization) Aggregate Base Course (Class 3) (24" Thick)

15,000. SY $ ____________ $ ____________

172 420 (Roadway Subgrade Stabilization) Geotextile Separator (Cl 2)

15,000. SY $ ____________ $ ____________

173 420 (Roadway Subgrade Stabilization) Geogrid Reinforcement

15,000. SY $ ____________ $ ____________

174 208 Storm Drain Inlet Protection (Erosion Log filter at Drop Inlet)

12. EA $ ____________ $ ____________

175 208 Storm Drain Inlet Protection (Type II) 35. EA $ ____________ $ ____________

176 208 Erosion Log 1,350. LF $ ____________ $ ____________

177 208 Prefabricated Vehicle Tracking Pad 5. EA $ ____________ $ ____________

178 208 Prefabricated Concrete Washout Structure 5. EA $ ____________ $ ____________

179 209 Dust Abatement 500. DAYS $ ____________ $ ____________

180 212 Seeding - Native Seed Mix 0.7 ACRE $ ____________ $ ____________

181 304 Aggregate Base Course (Class 2) (14" Thick) (Four Canyons Pkwy, 25 Rd from Blichmann to Patterson, F 1/2 Rd from 25 Rd to Crossing St)

40,500. SY $ ____________ $ ____________

182 304 Aggregate Base Course (Class 2) (10" Thick) (25 Rd from Four Canyons Pkwy to Waite Ave)

6,920. SY $ ____________ $ ____________

183 304 Aggregate Base Course (Class 2) (12" Thick) (25 Rd & Four Canyons Pkwy Intersection)

8,050. SY $ ____________ $ ____________

184 304 Aggregate Base Course (Class 2) (12" Thick) (24 3/4 Rd, 25 Rd Ct, Blichmann, F 1/4 Rd, and Foresight Cir)

10,100. SY $ ____________ $ ____________

185 304 Aggregate Base Course (Class 6) (12" Thick) (Driveway)

1,500. SY $ ____________ $ ____________

186 304 Aggregate Base Course (Class 6) (8" Thick) (Four Canyons Pkwy, 25 Rd from Blichmann to Patterson, and F 1/2 Rd from 25 Rd to Crossing St)

36,350. SY $ ____________ $ ____________

187 304 Aggregate Base Course (Class 6) (8" Thick) (25 Rd from Four Canyons Pkwy to Waite Ave)

6,250. SY $ ____________ $ ____________

188 304 Aggregate Base Course (Class 6) (8" Thick) (25 Road & Four Canyons Pkwy Intersection)

7,350. SY $ ____________ $ ____________

189 304 Aggregate Base Course (Class 6) (8" Thick) (24 3/4 Rd, 25 Rd Ct, Blichmann, F 1/4 Rd and Foresight Cir)

8,800. SY $ ____________ $ ____________

190 304 Aggregate Base Course (Class 6) (8" Thick) (Patterson Rt Turn)

500. SY $ ____________ $ ____________

BF-2 (7 of 14)

CDOT,

City Ref. Description Quantity Units Unit Price Total Price

Bid Schedule: FOUR CANYONS PKWY PH2B Contractor:________________________________________________________

191 304 Aggregate Base Course (Class 6) (8" Thick) (Road Shoulder)

225. SY $ ____________ $ ____________

192 304 Aggregate Base Course (Class 6) (4" Thick) (Gravel Driveways on Plan)

360. SY $ ____________ $ ____________

193 304 Washed Rock Surface Course (Driveways and on Properties as shown) (2" Thick)

1,750. SY $ ____________ $ ____________

194 306 Reconditioning (6" Deep) (Four Canyons Pkwy, 25 Rd from Blichmann to Patterson, and F 1/2 Rd from 25 Rd to Crossing St)

40,500. SY $ ____________ $ ____________

195 306 Reconditioning (6" Deep) (25 Road from Four Canyons Pkwy to Waite Ave)

6,920. SY $ ____________ $ ____________

196 306 Reconditioning (6" Deep) (25 Road & Four canyons Pkwy Intersection)

8,050. SY $ ____________ $ ____________

197 306 Reconditioning (6" Deep) (24 3/4 Rd, 25 Rd Ct, Blichmann, F 1/4 Rd and Foresight Cir)

10,100. SY $ ____________ $ ____________

198 306 Reconditioning (6" Deep) (Patterson Rt Turn) 500. SY $ ____________ $ ____________

199 306 Reconditioning (6" Deep) (Driveways) 1,500. SY $ ____________ $ ____________

200 329 Sod. (To repair & Match Existing) 53,000. SF $ ____________ $ ____________

201 401 Asphalt Millings (4" thick) (1 1/2" max particle size) (Temporary Drive Surfaces)

100. TON $ ____________ $ ____________

202 401 Hot Mix Asphalt (4" thick) (Grading SX 100, Binder Grade 64-22) (Driveway)

330. TON $ ____________ $ ____________

203 401 Hot Mix Asphalt (2" thick) (Grading SX 100, Binder Grade 64-28) (Four Canyons Pkwy, 25 Rd from Blichmann to Patterson, and F 1/2 Rd from 25 Rd to Waite Ave)

4,000. TON $ ____________ $ ____________

204 401 Hot Mix Asphalt (2" thick) (Grading SX 100, Binder Grade 64-28) (25 Road from Four Canyons Pkwy to Waite Ave)

700. TON $ ____________ $ ____________

205 401 Hot Mix Asphalt (2" thick) (Grading SX 100, Binder Grade 64-28) (25 Road & Four canyons Pkwy Intersection)

810. TON $ ____________ $ ____________

206 401 Hot Mix Asphalt (2" thick) (Grading SX 100, Binder Grade 64-28) (24 3/4 Rd, 25 Rd Ct, Blichmann Ave, F 1/4 Rd and Foresight Cir)

970. TON $ ____________ $ ____________

207 401 Hot Mix Asphalt (5 1/2" thick) (Grading SX 100, Binder Grade 64-22) (Four Canyons Pkwy, 25 Rd from Blichmann to Patterson, and F 1/2 Rd from 25 Rd to Crossing St)

11,000. TON $ ____________ $ ____________

208 401 Hot Mix Asphalt (5" thick) (Grading SX 100, Binder Grade 64-22) (25 Road from Four Canyons Pkwy to Waite Ave)

1,720. TON $ ____________ $ ____________

209 401 Hot Mix Asphalt (7" thick) (Grading SX 100, Binder Grade 64-22) (25 Road & Four canyons Pkwy Intersection)

2,850. TON $ ____________ $ ____________

BF-2 (8 of 14)

CDOT,

City Ref. Description Quantity Units Unit Price Total Price

Bid Schedule: FOUR CANYONS PKWY PH2B Contractor:________________________________________________________

210 401 Hot Mix Asphalt (4" thick) (Grading SX 75, Binder Grade 64-22) (24 3/4 Rd, 25 Rd Ct, Blichmann Ave, F 1/4 Rd and Foresight Cir)

1,940. TON $ ____________ $ ____________

211 401 Hot Mix Asphalt (2" thick) (Grading SX 75, Binder Grade 64-22) (T-Top on plan)

40. TON $ ____________ $ ____________

212 504 Precast Concrete Block Retaining Wall System (includes all necessary appurtenances, work, etc. to complete).

600. FSF $ ____________ $ ____________

213 504 Retaining Wall System (Keystone Legacy Stone or Engineer Approved Equal) (For Rain Gardens and adjacent to Landscaping at the Slate on 25 Apts.)

1,340. FSF $ ____________ $ ____________

214 608 Concrete Landscape Border (match existing in kind)

100. LF $ ____________ $ ____________

215 608 Concrete Pavement (Patterson Rt Turn Ln) (9" Thick) (CL-P)

500. SY $ ____________ $ ____________

216 608 Concrete Curb and Spill Gutter (1.5' Wide) (both Spill and Collector Gutter) to include Class 6 Aggregate Base Course per Typical Cross Section

9,070. LF $ ____________ $ ____________

217 608 Concrete Curb (6" Wide) (6" High) to include Class 6 Aggregate Base Course per Typical Cross Section

700. LF $ ____________ $ ____________

218 608 Concrete Curb and Gutter (2' Wide) (both collector and spill gutters) to include Class 6 Aggregate Base Course per Typical Cross Section

14,620. LF $ ____________ $ ____________

219 608 Concrete Drive Over Curb and Gutter 3' wide and both collector and spill gutter to include Class 6 Aggregate Base Course per Typical Cross Section

1,420. LF $ ____________ $ ____________

220 608 Concrete Sidewalk (6" Thick) to include 6" of Class 6 Aggregate Base Course.

12,250. SY $ ____________ $ ____________

221 608 Concrete Drainage Pan (2' Wide) to include 6" of Class 6 Aggregate Base Course.

300. LF $ ____________ $ ____________

222 608 Concrete Drainage Pan (3' Wide) to include 6" of Class 6 Aggregate Base Course.

260. LF $ ____________ $ ____________

223 608 Concrete Drainage Pan (6' Wide) to include 6" of Class 6 Aggregate Base Course.

110. LF $ ____________ $ ____________

224 608 Concrete Intersection Corner (8" thick) to include 6" of Class 6 Aggregate Base Course.

240. SY $ ____________ $ ____________

225 608 Concrete Median Island Nose (8" Thick) to include 6" of Class 6 Aggregate Base Course.

70. SY $ ____________ $ ____________

226 608 Concrete Curb Ramp to include 6" of Class 6 Aggregate Base Course.

400. SY $ ____________ $ ____________

227 608 Concrete Pavement (6" Thick) to include 6" of Class 6 Aggregate Base Course.

85. SY $ ____________ $ ____________

BF-2 (9 of 14)

CDOT,

City Ref. Description Quantity Units Unit Price Total Price

Bid Schedule: FOUR CANYONS PKWY PH2B Contractor:________________________________________________________

228 608 Concrete Driveway Section (8" Thick) (Commercial) to include 6" of Class 6 Aggregate Base Course.

810. SY $ ____________ $ ____________

229 608 Concrete Median Edging (1.5' Wide) (4" thick) (make sure not repeated landscape quantities)

6,205. LF $ ____________ $ ____________

230 608 Concrete Median Cover Material (6" Patterned Concrete) to include 6" of Class 6 Aggregate Base Course. (make sure not repeated landscape quantities)

460. SY $ ____________ $ ____________

231 608 Detectable Warning (Cast Iron, Wet Set) (2'x2) 145. EA $ ____________ $ ____________

232 614 Sign Panel (CL I) 704. SF $ ____________ $ ____________

233 614 Sign Panel (CL II) 12. SF $ ____________ $ ____________

234 614 3 LB. U SHAPE CHANNEL STEEL POST 88. EA $ ____________ $ ____________

235 614 Steel Sign Support (2 1/2" round NP-40) (Pole/Slipbase)

1. EA $ ____________ $ ____________

236 614 Safe Hit Flexible Delineator SH248GP3-WS 09 to include sleeve or Engineer Approved Equal

10. EA $ ____________ $ ____________

237 202 Remove Existing Signal (Includes pole, mast arm, foundation, associated pull box, and telemetry per plan)

1. EA $ ____________ $ ____________

238 503- 00036

Drilled Caisson (36 Inch) 44. LF $ ____________ $ ____________

239 503- 00042

Drilled Caisson (42 Inch) 34. LF $ ____________ $ ____________

240 613- 07005

Type Five Pull Box (Traffic) (30x48x24) 5. EA $ ____________ $ ____________

241 614- 70150

Pedestrian Signal Face (16) (Countdown) 6. EA $ ____________ $ ____________

242 614- 70336

Traffic Signal Face (12-12-12) (With Backplate) (Patterson)

2. EA $ ____________ $ ____________

243 614- 70336b

Traffic Signal Face (12-12-12) (With Backplate and Retroflective Border) ("T"shape for

HAWKS)

8. EA $ ____________ $ ____________

244 Traffic Signal Face (12-12-12-12-12) (With Backplate) (Patterson)

3. EA $ ____________ $ ____________

245 614- 72855

Traffic Signal Controller Cabinet 2. EA $ ____________ $ ____________

246 614- 72863

Pedestrian Push Button Post Assembly 8. EA $ ____________ $ ____________

247 614- 72886

Intersection Detection System (Camera) 1. EA $ ____________ $ ____________

248 614- 72886

Intersection Detection System (Camera with Radar)

4. EA $ ____________ $ ____________

BF-2 (10 of 14)

CDOT,

City Ref. Description Quantity Units Unit Price Total Price

Bid Schedule: FOUR CANYONS PKWY PH2B Contractor:________________________________________________________

249 614- 72886o

Intersection Detection System (Opticom) 1. EA $ ____________ $ ____________

250 614- 81140

Traffic Signal-Light Pole Steel (1-40 Foot Mast Arm)

3. EA $ ____________ $ ____________

251 614- 81150

Traffic Signal-Light Pole Steel (1-50 Foot Mast Arm)

2. EA $ ____________ $ ____________

252 614 Mount City Provided Sign on Mast Arm 1. EA $ ____________ $ ____________

253 614 Sign Panel (CL I)(See Signal Plans) 135. SF $ ____________ $ ____________

254 614 Sign Panel (CL II)(at HAWK Signal Poles, see Signal Plans)

48. SF $ ____________ $ ____________

256 614- 87010

Fiber Optic Cable (Single Mode) (12 Fiber) 270. LF $ ____________ $ ____________

257 614- 87320

Closed Circuit Television (patterson) 1. EA $ ____________ $ ____________

258 614- 87350

Test Fiber Optic Cable 3. EA $ ____________ $ ____________

259 614 2" PVC Conduit 800. LF $ ____________ $ ____________

260 614 White Delineator (Break away reflector) 180. EA $ ____________ $ ____________

261 627 High Build Acrylic Waterborne Paint Pavement Marking (White)(2 Coats)

200. Gal $ ____________ $ ____________

262 627 High Build Acrylic Waterborne Paint Pavement Marking (Yellow)(2 Coats)

105. Gal $ ____________ $ ____________

263 627 Preformed Thermoplastic Pavement Marking (Word / Symbol) (Asphalt only)

1,332. SF $ ____________ $ ____________

264 627 Preformed Thermoplastic Pavement Marking (X-Walk & Stop Line) (Asphalt only)

3,262. SF $ ____________ $ ____________

265 627 4" Preformed Thermoplastic Pavement Marking (White) (Cross Hatch inside bike buffer) (125 Mil)

655. SF $ ____________ $ ____________

266 627 Preformed Thermoplastic Pavement Marking (Green Bikeway Ladder)

1,224. SF $ ____________ $ ____________

267 627 Preformed Thermoplastic Pavement Marking (4" White stripe on outside of Green Bikeway Ladder)

210. SF $ ____________ $ ____________

268 627 Preformed Thermoplastic Markings - Bike Rider w/ Helmet (Left) (White bike on green background)(6'6"x3'4" (90 Mil)

50. EA $ ____________ $ ____________

BF-2 (11 of 14)

CDOT,

City Ref. Description Quantity Units Unit Price Total Price

Bid Schedule: FOUR CANYONS PKWY PH2B Contractor:________________________________________________________

269 627 Preformed Thermoplastic Pavement Marking (Word / Symbol) (Concrete)(Inlaid)(includes balck contrast tape, 1.5" each side, total of 3") (Patterson Rt. Turn)

50. SF $ ____________ $ ____________

270 627 Preformed Thermoplastic Pavement Marking (X-Walk & Stop Line) (Concrete only, Inlaid)(includes balck contrast tape, 1.5" each side, total of 3") (Patterson Rt. Turn)

80. SF $ ____________ $ ____________

271 LSC Soil Amendment (To be tilled) 82,985. SF $ ____________ $ ____________

272 LSC 1-1/2" Tan Granite (3" Depth) 78,542. SF $ ____________ $ ____________

273 LSC 1-1/2" Tan Granite (3" Depth), Plus 2-3" La Sal Purple Granite (scattered at 1 CF/100 SF)

42,147. SF $ ____________ $ ____________

274 LSC 2-3" La Sal Purple Granite (3" Depth) 4,443. SF $ ____________ $ ____________

275 LSC Landscape Boulder - Small (2'x2'x3') 463. EACH $ ____________ $ ____________

276 LSC Landscape Boulder - Large (3'x3'x4') 54. EACH $ ____________ $ ____________

277 LSC Deciduous Tree ( 1-1/2 Inch Caliper) 66. EACH $ ____________ $ ____________

278 LSC Deciduous Tree ( 2 Inch Caliper) 42. EACH $ ____________ $ ____________

279 LSC Deciduous Shrub (5 Gallon Container) 591. EACH $ ____________ $ ____________

280 LSC Evergreen Tree (6 Foot, B&B) 15. EACH $ ____________ $ ____________

281 LSC Evergreen Shrubs (5 Gallon Container) 120. EACH $ ____________ $ ____________

282 LSC Perennials (1 Gallon Container) 354. EACH $ ____________ $ ____________

283 LSC Ornamental Grasses (1 Gallon Container) 351. EACH $ ____________ $ ____________

284 IRR Irrigation Connection to Four Canyons Pkwy

PH1

1. EACH $ ____________ $ ____________

285 IRR 4 Inch PVC Irrigation Sleeve, 18" bury under sidewalks

100. LF $ ____________ $ ____________

286 IRR 4 Inch PVC Irrigation Sleeve, 30" bury under roadways

730. LF $ ____________ $ ____________

287 IRR 6 Inch PVC Irrigation Sleeve, 18" bury under sidewalks

100. LF $ ____________ $ ____________

288 IRR 6 Inch PVC Irrigation Sleeve, 30" bury under roadways

940. LF $ ____________ $ ____________

289 IRR 4" HDPE Mainline 7,086. LF $ ____________ $ ____________

290 IRR 1 Inch PVC CL 160 Lateral Pipe 15,996. LF $ ____________ $ ____________

291 IRR 1-1/2 Inch PVC CL 160 Lateral Pipe 400. LF $ ____________ $ ____________

292 IRR Tracer Wire for all Mainline and PVC Lateral Pipes

23,482. LF $ ____________ $ ____________

293 IRR 3/4 Inch Quick Coupler Valve 5. EACH $ ____________ $ ____________

294 IRR 1 Inch Automatic PES-B Scrubber Valves 6. EACH $ ____________ $ ____________

295 IRR 1.5 Inch Automatic PES-B Scrubber Valves 4. EACH $ ____________ $ ____________

296 IRR 2-wire Control Wire 4. LF $ ____________ $ ____________

297 IRR 2-wire Control, including decoders, grounding Lump SUM - - - $ ____________

298 IRR Isolations Valves - For Mainline 5. EACH $ ____________ $ ____________

BF-2 (12 of 14)

CDOT,

City Ref. Description Quantity Units Unit Price Total Price

Bid Schedule: FOUR CANYONS PKWY PH2B Contractor:________________________________________________________

299 IRR Isolations Valves - For Rain Garden Lateral Shutoff

5. EACH $ ____________ $ ____________

300 IRR Manual Drain Valves 1. EACH $ ____________ $ ____________

301 IRR Risers with Compression Tee transition to Tubing

191. EACH $ ____________ $ ____________

302 IRR 1/2" Drip Tubing (No Emitters and Not including Tree Ring Assemblies)

10,760. LF $ ____________ $ ____________

303 IRR Netafim Drip Emitters (incl. 1/4" Distribution Tubing)

3,543. EACH $ ____________ $ ____________

304 IRR Tree Ring Assembly 123. EACH $ ____________ $ ____________

305 IRR Flush Caps in 6" Round Box 77. EACH $ ____________ $ ____________

306 IRR Air Relief/Pressure Relief Assembly 1. EACH $ ____________ $ ____________

307 613 2" Schedule 80 PVC (for Franchise Utility crossing) (varies)

2,200. LF $ ____________ $ ____________

308 613 4" Schedule 80 PVC (for Franchise Utility crossing) (varies)

2,200. LF $ ____________ $ ____________

309 613 Large Splice Box (Quasite) (3' - 2 5/8" x 2'-2") Broadband Logo.

25. EACH $ ____________ $ ____________

310 613 2" Schedule 80 PVC (City Broadband Conduit) 25,892. LF $ ____________ $ ____________

311 613 2" Schedule 80 PVC (City Electrical Conduit) 25,892. LF $ ____________ $ ____________

312 ELEC Type two Pull Box 154. EACH $ ____________ $ ____________

313 ELEC Wiring Lump SUM - - - $ ____________

314 ELEC Light Standard and Luminaire (Pedestrian) 138. EACH $ ____________ $ ____________

315 ELEC Light Standard Foundation (Pedestrian) 138. EACH $ ____________ $ ____________

316 ELEC Lighting Control Center PWR Pedestal (Special) (LCBP x1.74)

3. EACH $ ____________ $ ____________

317 ELEC Trench - Site Lighting and Electrical/Fiber Lump SUM - - - $ ____________

318 620 Sanitary Facility 1. EACH $ ____________ $ ____________

319 625 Construction Surveying Lump SUM - - - $ ____________

320 626 Mobilization Lump SUM - - - $ ____________

321 630 Traffic Control (Complete In Place) Lump SUM - - - $ ____________

322 630 Traffic Control Plan Lump SUM - - - $ ____________

323 630 Construction Phasing Plan Lump SUM - - - $ ____________

324 630 Temporary Paving 2,000. SY $ ____________ $ ____________

325 FO Field Office, Class 1 1. EACH $ ____________ $ ____________

BF-2 (13 of 14)

CDOT,

City Ref. Description Quantity Units Unit Price Total Price

Bid Schedule: FOUR CANYONS PKWY PH2B Contractor:________________________________________________________

F/A 700- 70019

Asphalt Cement Cost Adjustment - - - - - - - - - 400,000.00$

MCR Minor Contract Revisions - - - - - - - - - 800,000.00$

Bid Amount: $

Bid Amount:

dollars

Contractor Name:

Contractor Address:

Contractor Phone #:

BF-2 (14 of 14)