B.08.03 Solicitation Amendment-0004 Volume 2 Plans.pdf
PDF 4 MB Posted
- Attached to
- Manhattan Levee Flood Risk Management Project Federal contract opportunity
- Solicitation number
- W912DQ21B1002
About this file
This document provides details on an upcoming federal construction contract opportunity for the Manhattan Levee Flood Risk Management Project. The U.S. Army Corps of Engineers, Kansas City District intends to issue an invitation for bid for construction activities including approximately 14,600 feet of levee raises, underseepage control measures including relief wells and berms, modifications and replacements to four drainage structures, and numerous utility relocations. The estimated value of the contract is between $25 million and $100 million. The estimated period of performance is 913 days after notice to proceed. Interested offerors must register in the System for Award Management to be eligible and ensure their registrations are up to date. Bids are due on the date and time specified in the solicitation, which is expected to be available for download on April 21, 2021. The document provides instructions on monitoring the website for amendments and submitting any questions through PROJNET when the solicitation is released.
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LIST OF QUANTITIES NOTES
LIST OF QUANTITIES - VOLUME 2, PART A
ITEM NO. ITEM DESCRIPTION QUANTITY UNIT
1 Erosion Control 1 LS
2 Grading/Fill 25,128 CY
3 Seeding and Mulching 1 LS
4 Temporary Chain Link Fencing 411 LF
5 Gravel Trail Surfacing 403 SY
Remove Existing 6" DIP Piping, Master Meter Vault & Valves, Water Fountain & Yard Hydrant 1 LS
7 Remove Existing 8" DIP Piping & Air Release Structure 1 LS
8 Remove Existing 16" DIP Piping, Valve Box & Air Release Structure 1 LS
9 Remove Existing 8" DIP/Steel Piping & Air Release Valve 1 LS
10 Remove Existing 12"/14" DIP Piping & Air Release Valve 1 LS
11 Remove Existing 16" DIP Piping & Air Release Valve 1 LS
12 Remove Exist. 16"/30" Raw Water Piping & Air Release Valve 1 LS
13 Remove Existing 36" Raw Water Piping & Valves 1 LS
14 Remove Existing Fiber Optic & Marker Signs 1 LS
15 Remove Existing Fiber Optic Conduit 1 LS
16 Remove Existing Fiber Optic Vault 1 EA
17 Remove Existing Tree 1 EA
18 Remove & Replace 24" DIP Pipe 15 LF
19 Remove & Replace 12" DIP Pipe 15 LF
20 Remove & Replace Asphalt Pavement 45 SY
21 Remove & Replace Concrete Pavement 210 SY
22 Remove & Replace Curb & Gutter 280 LF
23 Relocate Water Meters, Install Water Fountain, and Yard Hydrant 1 EA
24 Cut Exist. 6" DIP Line & Install 6" MJ Plug 2 EA
25 Cut Exist. 16" DIP Line & Install 16" MJ Plug 4 EA
26 Cut Exist. 12/14" Line & Install 12"/14" MJ Plug w/ Backing Block 4 EA
27 Cut Exist. 16" DIP Line & Install 16" MJ Plug w/ Backing Block 2 EA
28 Cut Exist. 16" Line & Install 16" MJ Plug 3 EA
29 Install Direct Tap Corp. Stop & Curb Stop 1 EA
30 3/4" Copper Service Line 175 LF
31 4" DIP, Pressure Class 250 5 LF
32 6" DIP, Pressure Class 250 376 LF
33 8" DIP, Pressure Class 250 643 LF
34 12" DIP, Pressure Class 250 127 LF
35 14" DIP, Pressure Class 250 160 LF
36 16" DIP, Pressure Class 250 488 LF
37 30" DIP, Pressure Class 150 631 LF
38 36" DIP, Pressure Class 150 229 LF
39 Air Release Valve 5 EA
40 Sewage Air Release Valve 4 EA
41 Type A Meter Vault 1 EA
42 4" Bypass w/ Gate Valve 1 EA
43 4" Gate Valve w/ Foster Adaptor 1 EA
44 6" Gate Valve 2 EA
45 8" Gate Valve w/ Foster Adapter 2 EA
46 36" Butterfly Valve 2 EA
47 6" Line Stop 1 EA
48 16" Line Stop 4 EA
49 6" Tapping Sleeve & Valve 2 EA
50 16" Tapping Sleeve & Valve 4 EA
51 6"x4" Tee 3 EA
52 16"x8" Tee 2 EA
53 30" Tee 1 EA
53.1 30"x12" Tee 1 EA
54 12"x14" Reducer 1 EA
55 30"x16" Reducer 1 EA
56 6" 90 Degree Bend 1 EA
57 8" 90 Degree Bend 3 EA
58 16" 90 Degree Bend 3 EA
59 30" 90 Degree Bend 3 EA
60 36" 90 Degree Bend 1 EA
61 8" 45 Degree Bend 10 EA
62 12" 45 Degree Bend 2 EA
63 14" 45 Degree Bend 1 EA
64 36" 45 Degree Bend 1 EA
65 6" 22.5 Degree Bend 6 EA
66 8" 22.5 Degree Bend 10 EA
67 12" 22.5 Degree Bend 2 EA
68 14" 22.5 Degree Bend 2 EA
69 16" 22.5 Degree Bend 8 EA
70 30" 22.5 Degree Bend 4 EA
71 36" 22.5 Degree Bend 4 EA
ITEM NO. ITEM DESCRIPTION QUANTITY UNIT
72 6" 11.25 Degree Bend 1 EA
73 14" 11.25 Degree Bend 1 EA
74 16" 11.25 Degree Bend 1 EA
75 30" 11.25 Degree Bend 1 EA
76 8" Solid Sleeve 2 EA
77 12" Solid Sleeve 1 EA
78 14" Solid Sleeve 1 EA
79 36" Solid Sleeve 2 EA
80 4" MJ Plug w/ Backing Block 1 EA
81 8" MJ Plug w/ Backing Block 2 EA
82 2" HDPE Duct Bank (3 Conduits - 2 w/ fiber, 1 spare) 955 LF
83 24 Strand Fiber Cable 1,530 LF
84 Fiber Optic Vault Installation, Sign Installation & Fiber Splicing 1 LS
85 Fiber Optic Vault Installation & Fiber Splicing 1 LS
86 Fiber Optic Vault Adjustment 1 EA
87 Water Valve Box Adjustment (<24") 1 EA
88 Connect to Exist. 8" DIP 2 EA
89 Connect to Exist. 8" DIP/Steel 4 EA
90 Connect to Exist. 12" RJ DIP 1 EA
91 Connect to Exist. 14" RJ DIP 1 EA
92 Connect to Exist. 12/16" DIP Well Line 2 EA
93 Connect to Existing 30" PCCP 2 EA
94 Connect to Exist. 36" DIP 2 EA
95 Connect to Existing Fiber Optic Vault 2 EA
96 Flow Fill & Abandon Existing 12"/14" DIP Line In Place 110 LF
97 Flow Fill & Abandon 16" Line In Place 125 LF
98 Flow Fill & Abandon Existing 16" Well Line In Place 190 LF
99 Chlorination, Testing & Flushing 5 EA
100 Sub-Project 1 Traffic & Pedestrian Traffic Control 1 LS
101 Sub-Project 2 Pedestrian Traffic Control 1 LS
102 Sub-Project 3 Pedestrian Traffic Control 1 LS
103 Sub-Project 4 Pedestrian Traffic Control 1 LS
104 Sub-Project 5 Pedestrian Traffic Control 1 LS
105 Sub-Project 6 Pedestrian Traffic Control 1 LS
106 Sub-Project 7 Pedestrian Traffic Control 1 LS
107 Sub-Project 9 Pedestrian Traffic Control 1 LS
LIST OF QUANITIES - VOLUME 2, PART B
HAYES CROSSING BETTERMENT (PG-45-78)
ITEM NO. DESCRIPTION QUANTITY UNIT
1 Mobilization 1 LS
2 Construction Staking & Compaction Testing 1 LS
3 Traffic Control 1 LS
4 Pedestrian Control 1 LS
5 Demo Items (Pavement, CMP, Sidewalk, Rip-Rap, Etc.) 1 LS
6 10' x 8' RCB 421 LF
7 RCB Headwall 1 EA
8 5' Dia RCB Manhole Riser Access 2 EA
9 Std. Type A-7.5S Curb Inlet 2 EA
10 Type II-P Area Inlet (6' Dia.) 1 EA
11 18" RCP Class III 70 LF
12 24" RCP Class III 131 LF
13 24" Type B Concrete Headwall 1 EA
14 24" Rip-Rap w/ 6" Bedding Layer 760 SY
15 8" Reinforced Concrete Pumping Pad w/ 6" Rock Base Material 181 SY
16 6" Reinforced Concrete Pumping Ramp w/ 6" Rock Base Material 290 SY
17 6" Gravel Drive 38 SY
18 7" Conc Pvmt (Grade 4.0)(AE) (Dowel Joints) 536 SY
19 Aggregate Base (AB-3) (8") 644 SY
20 2' Curb and Gutter (Grade 4.0)(AE) 323 LF
21 4" Conc. Sidewalk (Grade 4.0)(AE) 285 SF
22 Pedestrian ADA Ramps 2 EA
23 Replace Trail Surfacing (in kind) 96 SF
24 Pedestrian Crossing Pavement Markings, Signage, Bollard Replacements 1 LS
25 Unclassified Excavation 2500 CY
26 Embankment (Furnished Fill) 1460 CY
27 Erosion Control 1 LS
28 Permanent Seeding 1 LS
HAYES CROSSING UTILITIES
ITEM NO. DESCRIPTION QUANTITY UNIT
1 12" Restrained Joint DIP Pressure Class 250 (In Place) 112 LF
2 12" Pipe Insulation (In Place) 70 LF
3 12" Connect to Existing DIP, Solid Sleeve, Straddle Block 2 EA
4 Flushing Testing Chlorination 1 EA
5 Sewer Bypass Pumping 1 LS
6 Sanitary Sewer Special Structure 2 EA
7 15" PVC SDR 26 Sanitary Sewer Pipe 139 LF
8 12" PVC SDR 26 Sanitary Sewer Pipe 556 LF
9 Concrete Encasement (5 Pipe) 139 LF
10 Standard 48" Dia Manhole 2 EA
12 12" PVC SDR 26 Sanitary Sewer Pipe 700 LF
BETTERMENTS
PEDESTRIAN RAMP STA 270+00 (CASEMENT) (PG 79)
ITEM NO. DESCRIPTION QUANTITY UNIT
1 4" Aggregate Base (AB-3) 175 SF
2 2" Aggregate Surfacing (Limestone Screenings)(Calcium Chloride) 175 SF
3 6" Conc Pvmt (Grade 4.0)(AE)(WWF) 1865 SF
4 Embankment 780 CY
PEDESTRIAN RAMP STA 230+00 (ANIMAL SHELTER) (PG 81)
ITEM NO. DESCRIPTION QUANTITY UNIT
1 4" Aggregate Base (AB-3) 2380 SF
2 2" Aggregate Surfacing (Limestone Screenings)(Calcium Chloride) 2380 SF
3 6" Conc Pvmt (Grade 4.0)(AE)(WWF) 2425 SF
4 Embankment 1575 CY
TURNOUT STA 242+00 (NE COMMUNITY PARK) (PG 82)
ITEM NO. DESCRIPTION QUANTITY UNIT
1 4" Aggregate Base (AB-3) 840 SF
2 2" Aggregate Surfacing (Limestone Screenings)(Calcium Chloride) 840 SF
3 Embankment 575 CY
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WATERLINE NO 1
N: 318240.61, E:1720726.79
WL NO. 1, STA. 10+00.0 *
REMOVE TEMPORARY RJ CAP AND BLOCK
CONNECT TO EXISTING 12" DI CL WATERLINE
N: 318135.61, E:1720764.66
WL NO. 1, STA. 11+11.62 *
INSTALL TEMP. 12" RJ CAP, SERVICE TAP AND
BLOW-OFF ASSEMBLY FOR TESTING AND DISIFECTION.
REMOVE TEMPORARY RJ CAP AND BLOCK
CONNECT TO EXISTING 12" DI CL WATERLINE.
* PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE THE
EXISTING 12" WATERLINE AT STATION 10+00 AND STATION 10+62.20 TO VERIFY
PIPE SIZE, TYPE, FITTINGS, AND HORIZONTAL AND VERTICAL LOCATION. THE
CONTRACTOR SHALL REPORT HIS FINDINGS TO THE ENGINEER SO THAT ANY
NECESSARY PLAN MODIFICATIONS MAY BE MADE.
INSTALL 111.6 L.F. 12"
DI CL RJ WATERLINE
N
N: 318214.27, E:1720676.55
PUMPING SLEEVE NO. 1, STA. 19+94.0
BEGIN CONSTRUCTION
INSTALL 24" TYPE B HEADWALL
N: 318240.67, E:1720767.29
PUMPING SLEEVE NO. 1, STA. 20+80.5
CONNECT TO AREA INLET, SW LINE NO 3
SEE SHEET NO 50
PUMPING SLEEVE NO 1
INSTALL 74.6 L.F.
24" RCP PIPE
CAUTION!!!
PROP. 24" PUMPING SLEEVE
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88.0 L.F. 24" RCP PIPE
@ 3.82%
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PROP. SWS LINE NO. 2
SEE SHEET NO. 48
CAUTION!!!
PROP. 12" WATERLINE
SEE SHEET NO. 51
CAUTION!!!
PROP. SWS LINE NO. 1
SEE SHEET NO. 47
PIPE
INSULATION
STA. 10+20.00 TO STA 10+90.00
INSTALL 70 LF OF 3" FOAM GLASS PIPE
INSULATION ON 12" DI CL PIPE
INSULATION BY PITTSBURG CORNING
OR APPROVED EQUAL
PROPOSED SW NO. 3
SEE SHEET NO. 50
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| Sheets and Views |
| P_TTL_0201976-SHEET LIST & QUANTITIES |
| P_WAT1_0201976-8 WATER LINE PLAN & PROFILE |
| Sheets and Views |
| P_WAT1_0201976-8 WATER LINE PLAN & PROFILE |
| P_WAT7_0201976-RAW WATER PLAN & PROFILE |
| Sheets and Views |
| P_WAT7_0201976-RAW WATER PLAN & PROFILE |
| 51-C-W-01AD2 |
| Sheets and Views |
| WLPP01 |
| 62-C-WD-01-AD2 |
| Sheets and Views |
| WLDT01 |
| [1] WLDT01 |
| [1] WLDT01 |
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