HomeMy WebLinkAboutContract 59041-AR3Project Name City Sec #
Date
Description AR #
Contractor
City Inspector Dennis Rodgers
NO.UNIT Qty UNIT PRICE Original GMP Cost Previous GMP Invoiced
Total RFI 016 Revised GMP
Invoiced TotalLF1$120,000.00 $120,000.00 120,000.00$ 120,000.00$
$- -$
Early Work Package No. 1 -$ -$
EWP1.1 SWPP-Silt Fence LF 8280 $4.34 $35,935.20 35,935.20$ 35,935.20$
EWP1.2 Site Clearing AC 8 $9,076.44 $72,611.52 72,611.52$ 72,611.52$
EWP1.3 ROW Temp Fencing Crane/Hayco LF 4600 $11.75 $54,050.00 54,050.00$ 54,050.00$
EWP1.4 ROW Temp Fencing East End LF 3680 $11.75 $43,240.00 43,240.00$ 43,240.00$
EWP1.5 Established Control LS 1 $55,595.37 $55,595.37 55,595.37$ 55,595.37$
EWP1.6 Office/Yard Setup LS 1 $193,955.30 $193,955.30 193,955.30$ 193,955.30$
-$ -$
Reduced General Conditions MO 2 71,475.37$ $142,950.74 142,950.74$ 142,950.74$
Insurance (Liability & BR)LS 1 3,838.77$ $3,838.77 3,838.77$ 3,838.77$
Bonds LS 1 3,230.97$ $3,230.97 3,230.97$ 3,230.97$
Fee %0.0575 605,407.87$ $34,810.95 34,810.95$ 34,810.95$
-$ -$
EWP2.1 WP1 - CMAR & General Work Items MO 1 $1,107,600.56 $1,107,600.56 1,107,600.56$ 1,107,600.56$
-$ -$
EWP2.2 WP2 - Removals, Earthwork, Subgrade (BV)LS 1 $3,653,395.67 $3,653,395.67 3,653,395.67$ 3,653,395.67$
-$ -$
EWP2.3 WP3 - Underground Water & WW (Venus)(LB)LS 1 $1,662,804.47 $1,662,804.47 1,875,852.06$ 1,875,852.06$
-$ -$
EWP2.4 WP4 - Underground Storm (Sundt)LS 1 $7,044,662.90 $7,044,662.90 7,148,510.72$ 19,315.50$ 7,167,826.22$
-$ -$
GMP1.1 LS 1 $2,678,330.17 $2,678,330.17 2,598,049.72$ 2,598,049.72$
-$ -$
EWP2.5 WP6- Traffic Control (LB)LS 1 $1,746,982.20 $1,746,982.20 1,746,982.20$ 1,746,982.20$
-$ -$
GMP1.2 WP7 - Concrete Paving (Sundt)(BV)LS 1 $8,791,126.25 $8,791,126.25 8,858,481.56$ 8,858,481.56$
-$ -$
GMP1.3 WP8 - Illumination & Signals (Durable)(BV)LS 1 $3,564,831.24 $3,564,831.24 3,564,831.24$ 3,564,831.24$
-$ -$
EWP2.6 WP9- Erosion Control/Sodding (LB)LS 1 $863,286.07 $863,286.07 863,286.07$ 863,286.07$
-$ -$
GMP1.4 WP10 - Striping (Traffic Highway Maint) (LB)LS 1 $422,095.66 $422,095.66 422,095.66$ 422,095.66$
-$ -$
EWP2.7 WP11- Structures (BV)LS 1 $2,723,084.47 $2,723,084.47 2,754,498.63$ 2,754,498.63$
-$ -$
General Conditions MO 1.0 $4,782,448.17 $4,782,448.17 4,782,448.17$ 4,782,448.17$
CMAR Contingency LS 1 $1,512,258.00 $1,512,258.00 1,267,796.25$ 1,267,796.25$
LS 1 $261,272.19 $261,272.19 261,857.73$ 124.39$ 261,982.12$
Sundt Performance & Payment Bond LS 1 $219,904.08 $219,904.08 220,397.31$ 104.78$ 220,502.09$
LS 1 $2,359,459.72 $2,359,459.72 2,364,749.80$ 1,123.82$ 2,365,873.62$
-$ -$
Adjustments LS 1 $0.00 $0.00 -$ -$
Utility Delay LS 1 $259,984.14 $0.00 259,984.14$ 259,984.14$
Owners Allowance LS 1 $852,379.67 $852,379.67 495,104.00$ (20,668.49)$ 474,435.51$
Grand Total 45,006,140.31$ 45,006,140.31$ -$ 45,006,140.31$ -$ -$
Contract Time 858
0
858
Contractor's Company Name Contractor's Name Contractor Signature Date
Sundt Construction, Inc.01.15.2025
Project Manager Date Date
ATTEST:
Jannette Goodall, City Secretary Date
WP5 - Flatwork (Urban)(BV)
Sundt Construction, Inc.
Preconstruction Phase
Cromwell Marine Creek Road widening from 2 lanes to 4 lanes divided roadway between Boat Club Road to Marine Creek Parkway and
modifications to the roundabout at Marine Creek Parkway
Insurance
5.75% Fee
City of Fort Worth
CMAR Construction Allowance Request
Cromwell Marine Creek Road Widening Improvements
101012Project #(s)
59041
01.15.2025
003
City Project Mgr.
Assistant City Manager
It is understood and agreed that the acceptance of this Construction Allowance Request by the contractor constitutes an accord and satisfaction and represents payment in full (both time and
money) for all costs arising out of, or incidental to, the above Construction Allowance Request. The Project/Program Manager signing below acknowledges that he/she is the person responsible for
the monitoring and administration of this contract, including ensuring all performance and reporting requirements.
ITEM DESCRIPTION
JUSTIFICATION (REASONS) FOR CONSTRUCTION ALLOWANCE
IN ACCORDANCE WITH THIS CONSTRUCTION ALLOWANCE REQUEST, THE CONTRACT SHALL: Furnish all labor and material as per attached proposed Construction Allowance Request (with attachments):
During the assembly of the GMP in early December 2023, pre-submit question # 24 was asked about which storm drainage headwalls were to receive handrails. The answer directed Sundt
to not include any handrails on SD-B headwall but to include handrails on SD-A, SD-E and SD-F headwalls. Sundt complied with this direction including cost for this scope of work. After the
submittal of the GMP an RFI was sent to your attention requesting clarification on attaching the handrail on top of the SD-F headwall. After much discussion, the City of Fort Worth and its
designer, Burns and McDonnell settled on an option that required an overall dimension of 281 lf of guardrail instead of handrail at SD-F. Additionally, 258 lf of guardrail was directed to be
installed at the SD-B headwall location. This AR-003 Allowance Request adds cost for guardrail and credits the cost for handrail contained in the GMP for the headwall SD-F handrail.
Alejandra Ayala
Revised Contract Time
Additional Days Requested
CMAR Construction Allowance Request Page 1 of 1
Cromwell Marine Creek Road Widening Project City Project Number - 101012RFI 016Guardrail Added in Lieu of Handrail on SD-B and SD-F Headwalls1.5%0.22%Elec/PlanDescriptionWP4 (SUBS)WP4 - Old ScopeQtyUoMUCTotal1.5% BondTexturaTotalQtyUoMUCPackage TotalIndirectTotal320A New Scope - Guardrail Added in front of SD-B and SD-F Headwalls-$ SD-B (Overall 258' of guardrail, included 1 SGT, = 225 LF of neatline guardrail)-$ -$ -$ -$ (1 SGT = 46.9' of guardrail. 258'-46.9' = 211.1 lf. Round up to increment of 12.5' plus 12.5' = 225 lf)-$ -$ -$ -$ 225LF23.00$ 5,175.00$ 77.63$ 12.51$ 5,265.13$ 1EA2,950.00$ 2,950.00$ 44.25$ 7.13$ 3,001.38$ SD-F (Overall 281' of guardrail, included 1 SGT, = 250 LF of neatline guardrail)-$ -$ -$ -$ (1 SGT = 46.9' of guardrail. 281'-46.9' = 234.1 lf. Round up to increment of 12.5' plus 12.5' = 250 lf)-$ -$ $ - -$ 250LF23.00$ 5,750.00$ 86.25$ 13.90$ 5,850.15$ 1EA2,950.00$ 2,950.00$ 44.25$ 7.13$ 3,001.38$ Mobilization1LS2,500.00$ 2,500.00$ 37.50$ 6.04$ 2,543.54$ Deduct Handrail in bid-$ -7LF $ 100.00 $ (700.00) $ (700.00)-$ 00-$ 19,325.00$ 289.88$ 46.71$ 19,661.59$ (700.00)$ New Scope(700.00)$ SubsSlip1.80%353.91$ SP Marg/Cont0%-$ SP Marg/Cont Fee 0.00% -$ Self Perform SubTotal (700.00)$ Sub WP Total 20,015.50$ Sub WP 20,015.50$ SP + Sub SubTotal19,315.50$ Insurance0.644%124.39$ Bond0.539%104.78$ CMAR Fee5.75%1,123.82$ Total Total20,668.49$ Allow
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FORTSON
CONTRACTING, INC.
772 FM 1126 RICE, TEXAS 75155
(Office) 903-326-7942 EMAIL: fortsoncontracting@gmail.com
TOTAL $16,825.00
SBE#3870 TXDOT VENDOR # 6634
FEDERAL ID NO 75-2379833
Project Name: Cromwell Marine Creek Rd CMAR
Work Package: GMP
Work Category: WC 4 - Underground Storm
LINE BID DESCRIPTION UOM SUNDT CONSTRUCTION, INC.
ITEM ITEM QTY UNIT PRICE TOTAL
1 0170.0100 Mobilization LS 1 696,000.00$ 696,000.00$
2 0241.3011 Remove 15" Storm Line LF 74 20.00$ 1,480.00$
3 0241.3013 Remove 18" Storm Line LF 134 22.00$ 2,948.00$
4 0241.3014 Remove 21" Storm Line LF 111 27.00$ 2,997.00$
5 0241.3015 Remove 24" Storm Line LF 474 29.00$ 13,746.00$
6 0241.3017 Remove 30" Storm Line LF 129 34.00$ 4,386.00$
7 0241.3020 Remove 36" Storm Line LF 114 45.00$ 5,130.00$
8 0241.3020 Remove 39" Storm Line LF 80 45.00$ 3,600.00$
9 0241.3024 Remove 54" Storm Line LF 40 70.00$ 2,800.00$
10 241.3025 Remove 60" Storm Line LF 71 118.00$ 8,378.00$
11 0241.4101 Remove 10' Recessed Inlet EA 3 2,466.00$ 7,398.00$
12 0241.4401 Remove Headwall/SET EA 30 1,875.00$ 56,250.00$
13 9999 Remove 12" Storm Line LF 38 18.00$ 684.00$
14 9999 Remove Drop Inlet EA 5 1,577.00$ 7,885.00$
15 9999 Remove (2) 48" Storm Line LF 180 58.00$ 10,440.00$
16 9999 Remove (2) 54" Storm Line LF 220 65.00$ 14,300.00$
17 9999 Remove 52" Storm line LF 80 83.00$ 6,640.00$
18 9999 Remove 5'X3' Storm Line LF 187 77.00$ 14,399.00$
19 0241.2201 Remove 5' Storm Drain Manhole EA 6 1,990.00$ 11,940.00$
20 9999 Grout/Abandon Existing Drainage LF 338 178.00$ 60,164.00$
21 9999 Install/Rem Extend of 48" RCP @ Bowman Roberts LF 22 642.00$ 14,124.00$
22 9999 Install/Rem Temp SET on 48" @ Bowman Roberts EA 1 3,700.00$ 3,700.00$
23 3137.01 Large Stone Riprap, dry SY 2,523 192.00$ 484,416.00$
24 3305.011 Trench Safety LF 8,800 10.00$ 88,000.00$
25 3341.02 21" RCP, Class III EA 1,472 195.00$ 287,040.00$
26 3341.021 24" RCP, Class III EA 5,076 160.00$ 812,160.00$
27 3341.03 30" RCP, Class III EA 276 257.00$ 70,932.00$
28 3341.031 36" RCP, Class III LF 896 225.00$ 201,600.00$
29 3341.06 60" RCP, Class III LF 362 772.00$ 279,464.00$
30 3341.12 5x3 Box Culvert LF 542 550.00$ 298,100.00$
31 3341.16 9'x6' Box Culvert LF 68 1,620.00$ 110,160.00$
32 3341.16 9'x5' Box Culvert LF 1,360 1,185.00$ 1,611,600.00$
33 9999 Temporary Shoring for Phased 9x5 Box Culvert SF 1,552 80.00$ 124,160.00$
34 3349.6 10' Curb Inlet EA 41 14,000.00$ 574,000.00$
35 3349.5 20' Curb Inlet EA 3 19,000.00$ 57,000.00$
36 3349 4' Storm Junction Box EA 21 9,200.00$ 193,200.00$
37 3349.0002 5' Storm Junction Box EA 3 13,570.00$ 40,710.00$
38 3349 6' Storm Junction Box EA 4 17,258.00$ 69,032.00$
39 9999 10'x7' Multiple Box Culvert (2) LF 182 1,745.00$ 317,590.00$
40 9999 STD TxDOT Headwall (PW-2) FOR (4) 9'X5' MBC EA 1 92,630.00$ 92,630.00$
41 9999 STD TxDOT Headwall (PW-2) FOR (4) 9'X5' MBC (CUSTOM)EA 1 122,000.00$ 122,000.00$
42 9999 STD TxDOT Headwall (FW) FOR 60" RCP EA 2 28,555.00$ 57,110.00$
43 9999 STD TxDOT Headwall (PW-2) FOR (4) 10'X7' MBC EA 1 84,015.00$ 84,015.00$
44 9999 STD TxDOT Headwall (SW-0) FOR 9'X6' RCB EA 1 42,000.00$ 42,000.00$
TOTAL QUOTE 6,966,308.00$
Bid Opening
ADJUSTMENTS
1 ADDITIONAL MOBILIZATIONS EA -$
2 PR11 HANDRAIL LF 426 100.00$ Included above
3 9'X5' BOX CULV - WASTE SLAB CY 255 307.22$ 78,342.10$
4 POTHOLE LS -$
5 ROCK EXC LS -$
6 STORMWATER PUMP-OUT LS -$
7 STR EXC LS -$
8 STR BKFL LS -$
9 PHASE SHORING (SOLDIER PILE) LS -$
10 -$
Project Name: Cromwell Marine Creek Rd CMAR
Work Package: GMP
Work Category: WC 4 - Underground Storm
TOTAL ADJUSTMENTS 78,342.10$
BOND AND TEXTURA
1 BOND %0 7,044,650.10$ -$
2 TEXTURA (0.22%, CAPS AT $5,000) %0 7,044,650.10$ -$
TOTAL BOND AND TEXTURA -$
INSURANCE
1 SUNDT LIABILITY INSURANCE PROGRAM (SLIP) %0 7,044,650.10$ -$
2 SUBCONTRACTOR DEFAULT INSURANCE (SDI) %0 7,044,650.10$ -$
TOTAL INSURANCE -$
TOTAL PACKAGE 7,044,650.10$
Routing and Transmittal Slip
Transportation & Public Works
Department
DOCUMENT TITLE:Cromwell Marine Creek Road Widening
AR #3
M&C: CPN: 101012 CSO: 59041 DOC#:
Date: 2/4/2025
To: Name Department Initials
1.Tammam Nashad Sundt
thnashad@sundt.com Contractor - Signature
2. Wendi Hedlund Bus. Sup.TPW Initial
3. Alejandra Ayala TPW - Signature
4. Dennis Rodgers TPW Signature
5. Raul Lopez TPW Initial
6. Lissette Acevedo TPW Initial
7. Patricia Wadsack TPW Initial
8. Lauren Prieur TPW Initial
9. Doug Black Legal - Initial
10. Jesica McEachern CMO - Signature
11. Jannette Goodall CSO - Signature
12. TPW Contracts TPW
DOCUMENTS FOR CITY MANAGERS SIGNTURE: All documents received from any and all City
Departments requesting City Managers signature for approval MUST BE ROUTED TO THE
APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, David will review and
take the next steps
NEEDS TO BE NOTARIZED: Yes X No
RUSH: Yes X No SAME DAY: Yes No NEXT DAY: Yes No
ROUTING TO CSO:X Yes No
Action Required:
As Requested Attach Signature, Initial and Notary Tabs
For Your Information
X Signature/Routing and or Recording
Comment
File
Sundt Construction 8445 Freeport Pkwy Ste 240, Irving, TX 75063
January 15, 2025
Alejandra Ayala, P.E., Project Manager
Transportation and Public Works Department
200 Texas Street
Fort Worth, TX 76102
Reference Cromwell Marine Creek CMAR 101012
Subject: Allowance Request AR-003 for RFI 016 Substitute Guardrail for Handrail
Dear Ms. Ayala,
Sundt is submitting Allowance RequestAR-003 for RFI 016, which substituted guardrail for
handrail at headwall SD-F and added guardrail at headwall SD-B. Sundt is also crediting the
handrail expense that was included for headwall SD-F
Sundt Construction 8445 Freeport Pkwy Ste 240, Irving, TX 75063
Enclosed with this letter is a detailed breakdown of the cost impacts. We are looking into any
time impacts these changes have created and will keep you apprised of any changes to the
critical path should we require a time extension. We are available to meet and discuss this
pricing at your earliest convenience. Should you have any questions or require further
clarification, please do not hesitate to contact me.
Respectfully,