R-2015-203 2015-11-09RESOLUTION NO. R2015-203
A Resolution of the City Council of the City of Pearland, Texas, authorizing the
City Manager or his designee to enter into an amended Letter Financing
Agreement with the Lower Kirby Pearland Management District and an
amended Reimbursement Agreement with the Pearland Economic
Development Corporation associated with the Kirby Ditch Improvement
Project.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain amended Letter Financing Agreement by and between the City of
Pearland and the Lower Kirby Pearland Management District, a copy of which is attached hereto as
Exhibit "A" and made a part hereof for all purposes, is hereby authorized and approved.
Section 2. That certain amended Reimbursement Agreement, by and between the City
and the Pearland Economic Development Corporation, a copy of which is attached hereto as Exhibit
"B" and made a part hereof for all purposes. is hereby authorized and approved.
Section 3. That the City Manager or his designee is hereby authorized to execute and
the City Secretary to attest the amended Letter Financing Agreement and Reimbursement
Agreement attached hereto.
PASSED. APPROVED and ADOPTED this the 9th day of November, A.D., 2015.
ATTEST:
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
TOM REID
MAYOR
, 0114, ,,i
=v
Resolution No. R2015-203
Exhibit "A"
AMENDMENT TO
REIMBURSEMENT AGREEMENT
This Amendment (hereinafter "Amendment") is made between the City of
Pearland, Texas (hereinafter "City"), and Pearland Economic Development Corporation
(hereinafter, "PEDC") to amend the Kirby Ditch Improvements Lateral Ditch No. 1
Reimbursement Agreement (the "Agreement") between the City and the PEDC effective
August 10`h, 2015.
1. Amended Terms. The City and the PEDC hereby agree that Section 3 of the
Agreement is amended to increase the total cost of the Improvements by $135,000 as
itemized in Exhibit "A", to $1,919,796.
2. Agreement to Remain in Force. Other than the provisions of the Agreement
expressly amended herein, the Agreement, including other provisions of Section 3 not
amended, shall remain in full force and its enforceability shall be unaffected by this
Amendment.
EXECUTED and EFFECTIVE as of the Oh day of tef , 2015.
PEARLAND ECONOMIC
DEVELOPMENT CORORATION
a Texas non-proficorporation
By:
Rushi Patel
Chair
CITY OF
B
D, TEXAS
Clay Pearson
City Manager
Exhibit A
Reconstruct Fruge Road
From Kirby Dr. to 1350' East of Kirby 10/7/2015
Item
Description Quantity Unit Unit Cost Extension
340-6120 D -GR HMA (METH) TY -D SAC -B 363 TONS $ 133.00 $ 48,279.00
REWORK BASE MATL TY D 12"
251-2089 (DENS CONT) 3300 SY $ 23.50 $ 77,550.00
REGRADE DITCHES 3300 LF $ 2.00 $ 6,600.00
SUBTOTAL $ 132,429.00
MOBILIZATION LS $ - $ -
SUBTOTAL W/O CONTINGENCY $ 132,429.00
CONTINGENCY (15%) $ -
TOTAL CONST COST $ 132,429.00
Resolution No. R2015-203
Exhibit "A"
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
c/o Allen Boone Humphries Robinson LLP
3200 Southwest Freeway, Suite 2600
Houston, Texas 77027
October 21, 2015
City Manager
City of Pearland, Texas
3519 Liberty Drive
Pearland, TX 77581
Re: Amended Agreement for Financing for the design and construction of the
Regional Drainage Plan Lateral No. 1
To Whom it may concern:
Lower Kirby Pearland Management District (the "District") and THE CITY OF
PEARLAND, TEXAS (the "CITY") entered into a Financing Agreement (the "Agreement")
dated February 6, 2014, to provide for the financing and construction of facilities to serve land
within the District. The District and the City have determined to proceed with the design and
construction of the Regional Drainage Plan Lateral No. 1 (the "Project) in accordance with the
Agreement. The City will pre -finance payments to the District related to design of the Project in
the amount of $219,296.00 as outlined in the proposal from LJA Engineering, Inc., which is
attached hereto as Exhibit "A", and construction of the Project in the amount of $1,565,500.00
awarded to Meiners Construction, Inc. as outlined in the bid tabulation, which is attached
hereto as Exhibit "B", and the District agrees to reimburse the City pursuant to the terms of the
Agreement.
At the Board meeting on October 21, 2015, the District approved Change Order No. 1 to
the construction contract for the Project, in an amount not to exceed $135,000, for additional
work associated with the Project. The City has agreed to pre -finance the construction costs
associated with Change Order No. 1 and the District will reimburse the City for Change Order
No. 1 pursuant to the terms of the Agreement.
[EXECUTION PAGE FOLLOWS]
This agreement was duly authorized at a meeting of the Board of Directors of the
District held on the 21st day of October, 2015.
Very truly yours,
LOWER KIRBY PEARLA -MAD4'AGEMENT DISTRICT
By:
P esident, : • a • o :A' • rs
AGREED TO AND ACCEPTED this +h day of ec cmbiJ2015.
567778
EXHIBIT A
LJA Engineering, Inc.
2929 Bnarpark Done Pnore 113 953 5200
Sure 600 Fax 113 953 5026
Fiawlon texas 77042 ww* 'aengsneerng com
TSPE 4,2 F-1366 TBPLS t'& 10110501
114
July 14, 2015 PROPOSAL
Mr. Ron Dagley - President
Lower Kirby Pearland Management District
c/o Allen Boone Humphries Robinson LLP
Phoenix Tower
3200 Southwest Freeway, Suite 2600
Houston, Texas 77027
Re: South Spectrum Phase I — Box Culverts
City of Pearland, Texas
LJA Proposal No. 15-00974
Dear Mr. Dagley:
LJA Engineering, Inc. (LJA) is pleased to submit this proposal for the following services for the South
Spectrum Phase 1 — Box Culverts in accordance with the terms and conditions set forth in the
Engineering Services Agreement dated, February 6, 2014.
SCOPE OF SERVICES
Phase Description FEE
Basic Services for Design and Construction Administration
402 Preliminary Design ($ 1.327,534 x 7.3% x 25%) $ 24,227
403 Final Design ($ 1,327,534 x 7.3% x 50%) $ 48,454
410 Approvals ($ 1,327,534 x 7.3% x 10%) $ 9,690
411 Bidding or Negotiation ($ 1,327,534 x 7.3% x 5%) $ 4,845
412 Construction Phase ($ 1,327,534 x 7.3% x 10%) $ 9,690
Surveying
205 Design Survey (2.0% of Const. Cost) $ 26,551
208 Control Staking (1.0% of Const. Cost) $ 13,275
409 Project Representative (3.5% of Const. Cost) $ 46,464
Additional Services
413 Storm Water Pollution Prevention Plan S 5,000
414 Geotechnical Study S 10,000
415 Construction Testing Services $ 15.000
416 Environmental Services $ 1,100
Z99 Reimbursable Expenses (Estimated) $ 5,000
TOTAL S 219,296
This fee includes an estimated amount of $5,000.00 for the reimbursable expenses. This budget will
be used for the actual expenses incurred on the project including bid advertisement, printing,
mileage, etc. This proposal does not include Right-of-Way/Easement acquisition services or
environmental services.
O: 1PROPOSAL\2015\Lower K;rby\PED\15-00974 South Spectrum Phase I ckx:
Mr. Ron Dagley
July 14, 2015
Page 2 of 2
We appreciate the opportunity to submit this proposal and look forward to working with you on this
project. If you should have any questions or require additional information, please do not hesitate to
contact me at 713.953.5096.
Sincerely,
62.,
James D. Ross, PE
Vice President
JDR/ew
O'1PROPOSAL12015\Lower Kirtn,APED115-00974 South Spoctrum Phase I doc
WIU IAll ULATIONFOR-
NIU OPENING OATE
91U uPENING LOCAT UN -
TABULATION 9y,
TABULATION DATE:
LJA JOB NO.
EXHIBIT B
COALS I NUl:110N OF THE SOU TR SPE:" 'Roil PRASE ONE BOX CUT WENIS
LOWER KIRBY PFARtAND MANAGEMENT 01STRICT
OTY OF PEARL AND
HARRIS COUNTY. TEXAS
AUGUST 7. 20,5
WA ENO NEERMq. INC
S ROSS
AUGUST 10.2015
22091502 (921
TOTAL 811)
BIDDER S NAAE AMOUNT
11 MEINERS CONSTRUCTION. INC
2) TRIPLE 8 SERVICES. LL P.
31 SI ACK & CO. COMPANY. INC.
418 5 CONSTRUCTION COMPANY. INC.
5) MONARCH CIVIL. CONS1 NUC IONS, LLC
61 R CONSTRUCTION COMPANY
11C.C. BARKER. 1 1D
81 MS NAVE. INC
91 CROSTEX CONSTRUCTION. INC.
CALLNOAN GAYS . tiSt O,
Im
Ja.$ D T P. E.. hereby cm* 110 U• true 611E Garcia.
• MA TRE NATICAL ERROR
919N IMp6n
51.565.500 00
St •596.864 35
91.631.5718 .
S1.745.313 00
$1.749236 60
$1.814.077.40
$1.691.731.39
52.114 8644.00
52.621.40450 •
`E OF Tett 1
14
r *� /\ •'* J
JAMES D. ROSS
T
7 /
,11 s'%iONAL.�- `�
8- /6 -A --
1
6-T
1 JI 7
RESOLUTION NO. R2015-203
Exhibit "B"
r
1. 'groovy w
I w::.w r.4• WNW', i:..an, var. •wwl,n v., eat... A,.1
810 TABULATION FOR.
810 OPENING DATE:
BID OPEMNG LOCATION:
TABULATION BY:
TABULATION DATE.
LJA JOB NO.
ITEM OESCRIPTON
DRAINAGE FACILITIES ITEMS
1 MOBIUZATION FOR EXISTING l4TE.H DEMJCKING ANO CLE AN OUT. COMP1 EYE IN P1 ACF
2. DEMUCK EXISTING CONVEYANCE DITCH AND RE ESTABLISH DITCH AT A 3.05'. SLOPE
WITH 8' BOTTOM WWI H ANL) 4"1 5100 SLOPES FROM ENUING FL (MUNE OF EXISTING
BOX CULVERTS TO EXISTING TXDOT DITCII, COMPLETE W PI ACF
3 MORIUZATION FOR CONSTRUCTION OF STORM 80X CIA VFRTS, COMPI FTE IN Pl ACE
4.24' RCP STORM SEWER. ALL CUTS, TO INCLUDE OEDOINO 6 BACKFILL, COUPLE TE IN
PLACE
5 30' RCP STORM SEWER EQUALIZER PIPE. ALL CUTS. TO INCLUDE BEDDING 8 I3ACKFILL.
COMPLETE IN PLACE
6. 8'X8 RCB STORM SEWER, TO INCLUDE BEDDING AND BACKFILL. COMPLETE IN P..ACE
7 TRENCH SAFE TY SYSTEM ALL DEPTHS, COMPLETE IN PI ACF
tl A' BRICK PI I)0 FOR 24.STORM SEWER, COMPLETF IN PI ACF
9. TYPE 'C' IAAMIOLE TOPS FOR 42' STORM SEWER 8 SMALLER. ALL OEPTI IS, TO DE
CONSTRUCTED 014 TOP OF 8X8' RC8 STORM SEWER, TIE INTO RC8 STEEL. COMPLETE
IN PLACE
:0 CONNECT PROPOSE() 24' STORM SEWER TO SIDE OF PROPOSED 8'X8 RC8 51ORM
SEWER WITH CONCRETE COLLAR, COMPLETE IN PLACE
CONNECT PROPOSE() :KY S10RM SEWER EOHA1 TIER PIPE TO SIDE OF PROPOSED 8 X8'
RCS STORM SEWER WITH CONCRETE COLLAR, COMPLETE IN PUCE
12 CONNECT PROPOSED 8'X8' RC8 STORM SEWER TO EXISTING 898 RCB STORM SEWER,
EXPOSE 18' OF EXISTING 80X REINFORCEMENT AND TIE PROPOSED BOX TO EXISTING
ANO CONNECT WITH GCX4CRE TE COI LAR. COMPLETE IN PLACE
13 EXCAVATION. HAULING, AND COMPACTION OF FILL_ FROM 1 OW FR KIRBY DETENTION
POND TO EXISTING CONVEYANCE ()ITCH CHANNFI.ON ROAD TRUCKS REQUIRED. AS
INDICATED ON PUNS, COMPLETE IN PLACE
54 INSTALUT ION OF CONCRETE HEADWALL WIT11 PARALLEL WINGS FOR BOX CULVERTS,
PER OM( OE TAIL (SEE CONSTRUCTION PLAN SHEET 17), COMPLETE IN PLACE
15. REMOVAL AND DISPOSAL OF EXISTING CONCRETE HEACWALL WITH PARALLEL WINGS.
COMPLETE IN PLACE
16 REMOVAL AM) DISPOSAL OF EXISTING BACKSLOPE INTERCEPTOR STRUCTURE.
INCL ULXNG 14' CUNT, 51U4M SEWER, 5' ARTICU1 ATE0 BLOCK. AND CONCRF TE PMO.
COMPLETE IN PLACE
17. DEMUCK AND FILL EXISTING BACKSLOPE SWALE S. COMPLETE IN PUCE
18. 0' ARTICULATED BL LICK EROSION CONTROL AT OUTFALL OF 8X2' RCB STORM SEWER,
COMPLETE IN PLACE
SUBTOTAL DRAINAGE FACILITIES ITEMS
MISCELLANEOUS ITEMS
1 STORM WATER POLLUTION PREVENTION PLAN COMPUANCE INCLUDING MAINTAINING
EXISTING FILLER FABRIC FENCE AND STABILIZED CONSTRUCTION EXIT. COMPLETE IN
PLACE
2 STABILIZED CONSTRUCTION EXIT AT LOCATION SHOWN ON PLANS. TO INCLUDE
INSTALLATION AND REMOVAL. ITO BE USED ONLY AT THE WRITTEN DIRECTION OF THE
ENGINEER), COMPLETE IN PLACE
3 FILTER FABRIC FENCE ALONG BOUNDARY BEFORE CONSTRUCTION STARTS. IAS
DIRK T EO BY 1 HE F NGINEF R), COMPL F IF IN PLACE
CONSTRUCTION OF 711E 50011 SPECTRUM PIIASE ONE BOX CULVERTS
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
CITY OF PEARLANO
HARRIS COUNTY. TEXAS
AUGUST 7. 2015
LJA ENGINEERING. WC.
S. ROSS
AUGUST 10,2015
2209 1502
1) MEINERS CONSTRUCTION. :NC.
UNIT 3TY UNIT COST TOTAL COST
21 TRIPLE 8 SERVICES. L.L.P
UNIT COST TOTAL COST
IS 1 516.000 00 515.000.00 510.00000
LF 1315 5800 510,52000 313.75
l S 333,434.00 333.434.00 315000.00
LF 48 57500 53,800.00 5125.00
�F 10 50500 3650.00 590.00
1F 2.076 5600.00 31.245.600.00 5550.00
LF 2.134 51.00 52.134.00 30.15
FA 4 3300.00 31,200.00 582500
EA 2 51,200.00 52.400.00 53.950.00
EA 5300.00 51200.00 51,900.00
EA 5300.00 51.800.00 51,85500
EA 2 58,50000 517.000.00 54,350.00
CY 30000 52.15 582.500 00 58.85
LS 570.000.00 570.000.00 575,000.00
LS 515.000.00 515.000.00 52.050.00
6A 3 570000 52,100.00 556000
1.8 5.837 51.10 51,83700 55.00
58 40 5130.00 55.20000 575.00
51,511.175.00
LS 51,800.00 51,60000 35,500.00
EA 2 52.000.00 54.00000 33,500.00
LE 2,740 SI 26 33,426.00 5120
' MATHEMATICAL ERROR Page 2 of 7
3) SLACK 6 CO COMPANY, INC.
UNIT COST TOTAL COST
51 c000vo 110.3900 00
518,081 25 51500
515,00000 510,390.00
56,000 00 3282.06
5900.00 5483.00
31 .141,800.00 5548.00
5320.10 50.50
52.500.00 310.00
37,900.00 53,413.00
37,600.00 5125.00
911.130.00 3250.00
58.700.00 55.380 00
3205500.00 59.20
575.000.00 321,180.00
52.050.00 521,850.00
31.680.00 51.520.00
59.185.00 55 00
53,000.00 5128 00
51.526.340.35
51,50000 5',105.00
57,000.00 32,058.00
53.288.00 51 00
310.390.00
519,725.00
310,330.00
312,678.84 '
34,830.00
3 1,137,048.00
51.067 00
540.00
56,826.00
550000
51,500.00
510,780 00
5276.000.00
521.190 00
S21.950.00
54.560.00
59,10500
35.12000
S1,554,260.134 '
91,165 00
$4,116 30
52.740.00
_. • '3i5
-IA ES -.i
0IN.Cd3W:'m MY1T4:1r51.w.... 4jSam .5c3 '.?11*Ca A.. t. I314
8(0 TABULATION FOR:
BIO OPENNO OATP:
BIO OPENING LOCATION:
TABULATION 8Y:
TABULATION GATE'
LJA JOS NO.
ITEM DESCRIPTION
4 BROADCAST SEEDING. FERTIuZING. AN1) WATERING OF EXCAVAI ON AND 4I1 AREAS,
(TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER). COMPLETE N
PLACE
5 TURF ESFABLIStiHENT DF 015TURBE0 SIDE S.OPES ON EXISTING Di run ON
COMPLETION OF CONSTRUCTION. COUPLE TE PAM -ACE
0 STAGE 11 INLET PROTECTION BARRIER (4 5AN0 BAGS PER INLET) FOR EXIS TING
,INLETS. COMPLETE IN PLACE
7 CONCRETE TRUCK WASHOUT PIT. INCLUDES MAINTENANCE AND REMOVAL. COMPLETE
N PLACE
tl ADDITIONAL COST FOR STORM SEWER BE0DN01 BACKFILL FOR UNSATISFACIURY
501). CONDITIONS. ALL SIZES AND DEPTHS (TO BE USED ONLY AT THE WRITTEN
DIRECTION OF THE ENG/NEER). COMPLETE IN PLACE
9 DEWATERING. ALL SIZES A DEPTNNS. (TO BE USED ONLY AT THE WRITTEN DIRECTION
OF THE ENGINEER). COMPLETE N PLACE
10 SXTNA CEMENT STABILIZED SAND. (70 BE USEOOMY AT THE WRITTEN ORECTION OF
THE ENGINE -FM. COMPLETE N PLACE
11 TEMPORARY TRAFFIC CONTROL. FOR ON.ROAD TRUF31 HAULING CF FILL MATEPoAL. FON
BOX CULVERT CONNECTION, AND FOR HEADWALL REMOVAL. COMPLETE N PLACE
12 CLEARING OF EXCAVATK)N AREA. TO INCLUDE CWPPUNG AND HAUUNG OF ALL
MATERIAL, COMPLETE IN PLACE
SUBTOTAL MISCELLANEOUS ITEMS
BID SUMMARY
SUBTOTAL DRAINAGE FACILITIES ITEMS
SUBTOTAL MISCELLANEOUS ITEMS
TOTAL AMOUNT BID
CUNS'HUCTION OF THE SOUTH SPECTRUM PHASE ONE BOX CULVERTS
LOWER KIRBY PEARLANO MANAGEMENT DISTRICT
CITU OF PEAHLAM)
HARRIS COUNTY, TEXAS
AUGUST 7. 2015
LJA ENGINEERING. INC
S ROSS
AUGUST 10. 2015
2104-1502 (V 2)
11 MEINERS CONSIRUCTON. INC 2) TRIPLE B SERVICES, L L P
UW T ()TY UNT CAST TOTAL COST UNIT COST TOTAL COST
AC 2 5 5000.00 52250.00 5600.00 81.500 00
15 56.500.00 50.50000
EA 2 525.00 55000
LS 676000 5/50.00
LF 500 515.00 57.500 00
5011 525.00 512.500.00
CY 200 520110 54.000 00
LS Si .000 D0 51,00000
AC 2.5 54,300 00 510.750 00
• MATHEMATICAL ERROR P11914 cf /
564,328.00
51 511.175.00
554.32500
31.566.500A0
53.50000 53,500.00
S65.00 5)3000
5050.00 5850.00
515.00 57,500 W
525 00 512 500.00
S20 CO 54,000 00
515.000.00 515000.00
55.500 00 513.750.00
570,515.00
51,528.346 35
570,51800
51.011,461.36
3) SLACK II CO COMPANY. INC
UNT COST
51.82100
TOTAL COST
51.500 no
$5.000.00 55.000.00
5150.00 5300.00
5760 00 5763.00
538.00 019.000 00
525 00 512.500.00
0.3600 57.60000
S2.03000 12.000 00
57.02800 517,570.00
5/7,311.00
S1.5.54.260 84 '
577,311 DO
O/,I3t,671.64
1A.1 I)AI
Ul Lagossry .11
2.410l207i07..Al2Ab' I Ipw Ur, IID\:an Spa von/n V,: wrens AT,s
810 TABUS ATDN FOR'
BIO OP6NN0 OATE:
BID OPEN940 LOCATION:
TABULATION BY:
TABULATION DATE:
LJA.106 NO.
ITEM DESCHWTION
ORAMAOE FACLI77ES ITEMS
I. 4UBQH4ATION FOR EXISTING DITCH DEMl:CK14G AND CLEAN OUT. CORR FTE IN PI ACE
2. OEMUCK EXISTINO COFNEYANCE DITCH AND RE.ESTABUSH DITCH AT A005% SLOPE
WITH 6' BOTTOM WIOTN AND 4 1 SIDE SLOPES FROM EF4XNG FLOWUIE OF EXISTING
BOX CUI VEATS TO EXISTING TXDOT DITCH. COMPLETE IN PLACE
3 MOBit 12AI ION FOR CONSTRUCTION OF STORM BOX CUT VERTS, COMPS ETF. N PLACE
4. 24' RCP STORM SEWER, Alt CUTS. TO 1NCLUOE BEDDING 5 BACKFHIL. COMPLETE IN
PLACE
5 30 RCP STORM SEWER EOUAU2ER PIPE. ALL CUTS. TO INCLUDE BFD3910 & BACKF4 L
CONK ETE IN PLACE
6 028' HCB STORM SEWER TO INCLUDE BEDDING AND BACKFILL. COMPT EYE IN PLACE
7 TRENCH SAFETY SYSTEM. ALL DEPTHS. COUPLE TE IN PLACE
tl. I' BRICK PLUG FOR 24' STORM SEWER COMPS F 1F 1N P1 ACF
9 TYPE 'C' MANHOLE TOP5 FOR 42' STORM SEWER 1 SMALLER. ALL DEPTHS. TO BE
CONSTRUCTED ON TOP OF 11C1' RCS STORM SEWER, TIE INTO TES 5TEEL, COMPLETE
IN PUCE
12 CONNECT PROPOSED 2C STORM SEWER TO S4)F OF PROPOSED 9X8 RCB STORM
SEWER WITH CONCRETE COLLAR. COMPLETE IN PLACE
it CONNECT PROPOSED 30' STORM SEWER EOUALI1FR PIPE TO Sic* OF PROPOSED 136
ACR STORM SEWER WITH CONCRETE COLLAR, COMPLETE IN PLACE
12. CONNECT PROPOSED 9'X9RCB STORM SEWER 10 EXISTING 9'X8 RCS STORM SEWER,
EXPOSE t8' or EXISTING BOX REINFORCEMENT AND TIE PROPOSED BOX TO EXISTING
AND CONNECT WITH CONCRETE COLLAR. COMPS FTF IN PLACE
l3. EXCAVATION. HAULN40, AND COMPACTION OF FILL F7404 LOWER 0)5617 DETENTION
POND TO FASTING CONVEYANCE DITCH CHAN4F1 , ON ROAD TRUCKS REOUAEO. AS
INDICATED ON PLANS. COMPLETE IN PLACE
14 INSTALLATION OF CONCRETE HEADWALL WITH PARALLEL WINOS FOR BOX CULVERTS,
PER TXOOT DETAIL (SEE CONSTRUCTION PLAN SHEET 1 /), COMPLETE N PLACE
15 REMOVAL AND DISPOSAL OF 63)51)740 CONCHETE HEADWALL WITH PARALLEL WINGS.
COMPLETE IN PLACE
16 REMOVAL AND DISPOSAL OF EXISTING BACKSLOPE INTERCEPTOR STITULIUHE.
INCLUDING 24• C6147 STORM SEWER, 5' ART CULA1E0 BL001. AND CONCRETE PAD.
COMP. FTE N PLACE
1 / DEE4UC( AND FILL EXiST1NG BACK5LOPE SWAL ES. COMPLETE 1N PLACE
11 5' ARTICULATED BLOCK EROSION CONTROL Al OUTFALL. 07 8X8 RC8 STORM SEWER.
COMPLETE 114 PLACE
SUBTOTAL DRAINAGE FACIUTI66 ITEMS
MISCELLANEOUS ITEMS
1. STORM WATER POLL UTK)N PREVENTION PLAN COMPUANCE INCLUOING MANTAIMNO
EXISTING FILTER FABRIC FENCE AND STABILLIED CONS (RUCTION E101. COMM.E TE N
PLACE
2 9 T ABILILED CONS I HUG TION EXIT AT LOCATION SHOWN ON PLANS. TO INCLUDE
INSTALLATION AND REMOVAL. ITO BE USED ONLY AT THE WRITTEN DIRECTION OF TIC
ENGINEER). COMPLETE N PLACL.
3 FILTER FABRIC FENCE ALONG BOUNDARY BEFORE CONSTRUCT 66X4 STARTS, (AS
DIRECTED BY THE ENGINEER). COMPLETE IN PLACE
UNIT ()TY
IS
LF
LS
IF
LF
l7
Li
EA
EA
EA 4
EA 6
EA
CY 30.003
LS
LS
CA 3
LF 4,937
SY 40
LS
EA
LF
CONST RLI; !ION OF I HE 5001H SI•EC I NUM PHASE UNE ULM LULYE1115
LOWER *1981 PEARLANO MANAGEMENT DISTHICT
CITY OF PEARLAND
HARMS COUNTY. TEXAS
AUGUST 7.2015
LA ENGINEERING. INC
5 ROSS
AUGUST 10. 2015
2209 1502 192/
4) B-5 CONSTRUCTION COMPANY, INC.
UMT COST TOTAL COST
51 MONARCH CNR CONSTRUCTORS, LLC
UMT COST 1OIA1. COST
52.500 00 52.500 00 56.000.00
1316 512.00 515.780.00 511.00
55.000.00 55.000.00 56,000.00
48 511000 55280.1.0.1 5104.00
10 5160 00 51.600.00 5138.00
2.010 5550 03 51.141.900 00 563200
2 134 $1 0) 52.134 00 30.40
4 $400 00 51.900.00 5350 03
51.900 00 53,600.00 52.144.00
54.800.00 57200.00 540000
51.800 00 510900.00 5500.00
510,000.00 $20.000.00 54201.00
113.50 5390.00000 5750
$5/,000.00 S57,000.00 580.03700
38,500.00 58.500.00 59,500.00
51.500 00 54,500.00 5700.00
57.00 512.659.00 56.30
5125.00 15,000.00 5)03.00
51.666,363.00
12.500 OC 52.50000 81.500 30
2 52.300 00 54.60000 SI 250.00
2.740 51 50 14.110.00 S1 00
• LULTHEMA'T CAL ERROR Plea 4 01 7
56,000.00
514,465.00
56.000 00
54,992.120
01,390.00
51,:02.03200
5853 60
91.40000
$4,208 W
81.600 00
53.000 00
96,582 00
5225.000.00
580,037 00
19,500.00
52.40000
511.022 00
54.420.00
91,190.311.10
51.500 00
52.500 00
52 74000
6) R CONSTRUCTION COMPANY
UNIT COST TOTAL COST
590.000.00
54000
525.000.00
510000
5200 00
6620 00
50.10
5500.00
54,00000
5500.00
1800.00
54.000.00
56 00
570,000.00
53,500.00
51 000 00
$5 00
$150 00
54.000.00
$3,000 00
53 00
590.000.00
552,800 00
525,000. W
54900 00
52.000 00
S1 2$/.120 00
5213.40
52,000.00
Ss 000.00
52,000.00
54.900 00
59.000.00
5190,000.00
570.000 W
53,500.00
93.000 00
59,485 00
56.000 00
51,741,51640
54,0(X,00
56,000 00
58220.00
M.•,1r
.1%.4.:20u7.25 iXef.nl 4a/.. .11, WO: :NO ,.-,. ao.:,ra 4th
W0 TABULATION FOR.
NIU OPENING DATE:
BID OPENING LOCATION:
TABULATION BY:
TABULATION DATE.
WA JOB NO.
ITEM OESCR'PTION
4 BROADCAST SEEDING. FERTILIZING, AND WATERING OF EXCAVATION AND FILL AREAS,
(10 RE USED 0141. Y AT THE WRITTEN DIRECTION Of THE ENGINEER). COMPLE 7E N
PLACE
5 TURF ESTABUSNIENT OF DISTURBED 510E SLOPES ON EXISTING DITCH ON
COMPLETION OF CONSTRUCTION, COMPLETE N PLACE
0. STAGE I - INLET PROTECTION BARRIER (4 SAND BAGS PER INLET) FOR EXISTING
PILE IS. COMPUTE N PLACE
7 CONCRETE TRUCK WASHOUT PIT. NCLUOES MMNTENAN(:E AND REMOVAL. COMPLETE
N PLACE
d. ADDITIONAL COSI FOR STORM SEWER BEDONG M BACKFILL FOR UNSATISFACTORY
SOIL C(N)DI I IONS, All SIZES ANU DEPTHS (TO BE USED ONLY AT 'HE WRITTEN
DIRECTION OF THE ENGINEER), COMPLETE N PLACE
9 DEWATERING. All SIZES M DEPTHS, (TO BE USED ONLY AT THE WRITTEN DIRECTION
OF THE ENGINEER). COMPLETE N PLACE
10 EXTRA CEMENT STABILIZED SAND. ITO BE USED OI4. TAT IHE WRITTEN DIRECT: ON OF
THE ENGINEER). COMPUTE IN PLACE
t 1.
TEMPORARY TRAFFIC CONTROL FOR ON -ROAD TRUCK HAULING OF Flt l MATERIAL, FOR
BOX CULVERT CONNECTION. AND FOR HEADWALL REMOVAL. COMPLETE IN PLACE
12 CLEARING OF EXCAVATION AREA. 10 INCLUDE CIOPPNG AND HAULING OF At 1
IMTERAL COMPLETE IN PLACE
SUBTOTAL NSCELLANEOUS ITEMS
BID SUMMITRY
504TOTAI DRAINA()F FACKIDLES ITEMS
SUR TO LAI I,LSCELLANECUS ITEMS
TOTAL AMOUNT BID
UNIT OTY
AC 2.6
LS
EA 2
LS
LF 500
11 500
CY 200
lS
AC 25
CONS IRUC 1 KNI OF THE SOJ1H SPECTRUM PHASE ONE BOX CULVERTS
LOWER KIRBY PEARIANO MANAGEMENT DIS I H1CT
CITY OF PEARLAND
HARRIS COUNTY, TEXAS
AUGUST 7, 2015
LJA ENGINEERING. INC
S. ROSS
AUGUST 10.2015
7[06 1502 18-4
41645 CONSTRUCTION COMPANY, INC.
UNIT COST TOTAL COST UNIT COST
S1.000.00 52.500.00 5600.00
51 MONARCH CIVIL CONSIHUCIOR5. LLC
13.000 00 53.000 30
550 00 5100 00
5700.00 5700.(10
51500 5/,30015)
525 00
S35 00
51,700.00
51.500 00
• MATHEMATICAL ERROR Page S 01 7
512 500 IMI
57 (55)00
51,700 00
53.750.00
748,860.00
51.695.35300
548.860 W
81,745.313.00
TOTAL COST
51.500 00
61R CONSTRUCTION COMPANY
UNIT COSI
5800.00
10104 COST
52.000 00
51.40J 6,3 51.40000 15.03000 55,0000D
561.00 5122.00 11 /7 00 5354.00
5500.07 5500.00 51,295.00 51.285.00
51500 57.500.00 515.00 57.600.00
52563 512,500.00 525.00 512.500 00
Ln w 54.000.00 520.(4) 54 000 00
54,80500 58,865.00 S5.000 00 55.000 00
83. 810 DO 58.750.00 54.000 OD 510000 00
861,977.00 545,659.00
St 086 381 80
151.877.00
81,741.238.60
51.748.21 6 40
565,86000
81,514,077.40
raw r In
i JhOaJ01u20611*1*1I4 .••••••".0f.* • Tprz.w.. 4s Cww I! r
Bl0 TABULATWN FOR
am OPENIN61)ATE.
BIO OPENING LOCATION.
TABULATION SY.
TABULATION OAT E:
LJA.JOB NO.
ITFM4 OESCRIP TION
DRAINAGE FACILITIES ITEMS
1 MOBIUZAI ION FOR EXISTING UIICN UEMUCKIN(i AM) CLEAN OUT, COMPLETE 114 PLACE
2. OEMUCK EXISTING CONVEYANCE DITCH AND RE ESTABLISH DITCH AT A 0.05% SLOPE
WITH 6' BOTTOM WIDTH AND 4 I 88* SLOPES FROM DOING FLOWLYE OF EX151 NG
BOX CULVERTS TO EXISTING TXOOT DITCH. COMPLETE IN PLACE
3• MOBIUZATIO N FOR CONSTHUC ION OF STORM 80X CULVERTS. COMPEL TL IN PLACE
4. 24' RCP STORM SEWER, ALL GUTS. TO INCLUOE DEWING 6 BACKEILL. COMPLETE W
PUCE
5 30' RCP STORM SEWER FOUAI 17FF4 PIPE. ALL CdTS, TO INCLUDE BEDDING 8 BACKFILL.
COMPLETE IN PLACE
8 BX8 RCB STORM SEWER. TO INC! UOF RFOOINR AND BACKFIN.., COMPLETE IN PLACE
7 TRENCH SAFETY SYSTEM, ALL DEPTHS, CONN ETE IN PLACE
8 r BRICK PLUG TOR 24' S I ORM SEWER, COMPLETE ,N PLACE
9 TYPE '0 MMMO.E TOPS FOR 42' STORM SEWER 8 SMALLER. ALL DEPTHS. TO BE
CONSTRUCTED ON TOP OF BIW' F106 STORM SEWER, TIE INTO 94C8 STEEL. C'(M,II..E I E
W
PLACE
10. CONNECT PROM/501324' STOMA SEWER TO 510E OF PROPOSED 828' RCB STORM
SEWER WITH CONCRETE COLLAR. COMPLETE INPLACE
1. CONNECT PROPOSED 30' Sl0HM SEWER EQDNIZER PIPE 10 SOL OF PROPOSE0 8X8
RCB STORM SEWER WITH CONCRETE COLLAR. COMPLETE IN PLACE
12. CONNECT PROPOSED 8'X8 HCB STORM SEWER TO EXISTING 928 RCB STORM SEWER,
EXPOSE IP OF EXISTING 80X REINFORCEMENT AND TIE PROPOSED 80X TO EASING
ANO CONNECT *1111 CONCRETE COLLAR. COMPLETE IN PLACE
13 EXCAVATION. HAUUNO, AND COMPACTION OF nu. FROM TOWER KIEV OETENTON
POND TO EXISTING CONVEYANCE OITCH CHANNEL. ON ROAD TRUCKS REQUIRED. AS
INDICATED ON PLANS, COMPLETE IN PLACE
14. INSTALLATION OF CONCRETE HEADWALL WITH PARALLEL W1405 FOR BOX CULVERTS,
PER TXDOT DETAIL (SEE CONSTRUCTION PLAN SHEET (71 COMPLETE IN PLACE
15. REMOVAL ANO OISPOSAI OF FSISTNG CONCRETE HEADWALL. WON PARALLEL WINGS,
COMPLETE IN PLACE
16 REMOVAL AND DISPOSAL OF EXISTING BACKSIOPE (MERGE P70R STRUCTURE.
,NCLUOING 24' COMP STORM SEWER. 6' ARTICULATED BLOCK. ANO CONCRETE PAD,
COMPLETE IN IN ACF
17. DEMUCK AND FILL EXIS(IM; BACKSLOPE SWALES. COMPLETE IN PLACE
18. 5' ARTICULATED 8LOCX EROSION CONTROL AT OUTFALL OF 8X8 RCB STORM SEWER.
COMPLETE IN PLACE
SUBTOTAL DRAINAGE FACILITIES ITEMS
MTBCELLANEOU6 ITEMS
1 STORM WATER POLLUTION PREVENTION PLAN C(M.PLIANCF INCL 110INC MAINTAINING
62131610 FILTER FABRIC FENCE AND STABILIZED CONSTRUCTION EXIT, COMPLETE 114
PLACE
2. STASH IZEO CONSTRUCTION EXI1 AT LOCAIKM1 SHOWN ON PLANS. TOM 3,006
INSTALLATION AND REMOVAL, (TO BE USED ONLY AT TIF WRITTEN DIRECTIN OF THE
ENGINEER), COMPLE TE W PUCE
3. ALTER FABRIC FENCE ALLMK) BOUNDARY BEFORE CONSTRUCTON STARTS. (AS
DIRECTED BY 111E ENGINEER). COMPLE It IN PLACE
• MAIHEMA 11CAL ERROR
CONSTRUCTION OF THE SOU IH SPFCTRWI PHASE ONE BOX CULVERTS
LOWER KIROY PEARLANO MANAGEMENT DISTRACT
Gil Y OF PEARLAND
HARRIS COUNTY. TEXAS
.4601151 7. 2015
UA ENGINEERING. INC
5 ROSS
AUGUST 10, 2015
22091502 (9 21
7) C E. BARKER. LTD
8) MENAGE. INC. 9) CROSTEX CONSTRUCTION, INC.
UNIT OTY UNIT COST TOTAL COST UNIT COST 101AI. COST UNIT CAST TOTAL COST
LS 512,500.00 312.500.00 15.000.00 $5.000.00 37.500.00 17.500.00
LF 1315 310.20 313.41)1(6 540.00 $52.60000 512.00 515 780.00
IS S17.500 no 517,50000 5'00.00000 9100.00000 17,500.00 57,60000
t F 48 393 51 34.488 48 51.30 00 14.800 00 388,60 53,168.00
LF 10 614766 S1.4/6 00 115000 51.5000(1 5100.00 51,000.00
LF 2.0/6 3643.04 51.334.951 04 6710.00 11.473.96000 305000 51.972200.00
LF 2,114 5012 5256.08 11.00 5213400 5125 37.061.50
FA 4 6367 20 51.168 80 5500.00 52.000.00 5250.00 31.000.00
EA 2 54.304 40 39.00810 12.500.00 65000 00 $2.50019 65.00000
FA 4 52.93760 3(1,750.40 11,000.00 54.00000 31.500.00 66.00000
FA 6 53.30480 318.62880 61.000.00 $6.000 00 31.750.00 510,500 00
EA 2 34.590.00 59,180 00 50.000 00 510.000 00 $5.000.00 610.000 00
CV 30000 59 04 3271.200.00 39.00 5270.000 00 510 50 5315 000 00
LS 5122.846 76 6122.046.76 180,000.00 600.000 00 380.000 00 580.000.00
LS 544.880.00 64489000 610,000.00 510.000.00 625.000.00 525,000.00
EA 3 51,346.40 34/7.(920 11,000.00 5300000 67.600.00 322,500.00
1.831 51020 118.73740 510.00 511 370 00 $1200 522.044.00
SY 40 5120.57 14222.80 5100.00 54.00000 515000 66.000.00
31,801,941.11 62.062.384.00 62.612.161.50 '
LS 5612.30 5612.00 5500.00 3500.00 51,50000 11,500.00
EA 2 SI.636 X 53.672 00 51.000 00 S2 000 00 31.500 00 33 000 00
LF 2.740 01 71 54,685.40 32.00 55.46000 5150 54.11000
7494 6 ct 7
1114 7 la
.J,leinarna %
1JJ.0 JLVJJJ ,%w017•. ua11 Nolle MD 1,.41.4....., Y,140
510 TABULATION 1OR.
BID OPENING DATE •
810 OPEMNG LOCATION:
TABULATION BY.
TABULATION DATE
LJA JOS NO.
ITEM DESCRIPTION
1 BROADCAST SEEDING. FERTILIZING AND WATERING OF EXCAVATION AND FU l AREAS.
(TO BE USED 0191Y AT THE WRITTEN DIRECTION OF THE ENGINEER), COMPIETE N
PLACE
5 TURF ESTABLISHMENT OF OIS TURTLE° SIDE SLOPES ON EXISTING DITCH ON
COMPLE ION OF CONSTRUCTION. COMPLETE N PLACE
8. STAGE 11- 1191.61 PROTECTION 8ARRIER (4 SAND BAGS PER MLET) F011 1X151090
INLE I5, COMFIT, 11 IN PLACE
7 CONCRETE TRUCK WASI KOUT PiT. NCLU OCS MAINTENANCE AND REMOVAL. COMP( ETT,
N PLACE
8 ADDITIONAL COST FOR S TEAM SEWER BEDDING 6 BACKFILL FOR UNSATISFACTORY
SOIL CONDI IIONS, ALL SIZES AND DEPTHS (TO BE USE0 ONLY AT THE WRIT TEN
DIRECTION OF THE ENGINEER). COMPLETE IN PLACE
9 DIWAI ENING. ALL SIZES & DEPTHS. ITO BE USED ON.Y ATI HE WRITTEN DNECTION
OF THE ENGINEER) COMPLETE N PLACE
10 EXTRA CEMENT STA&UZED SANG. (TO BE USED OM Y AT THE WRITTEN 0IRECTION OF
THE ENGINEER). COMPLETE NPI ACF
11 TLUPORARY TRAFFIC CONTROL FOR ON.ROAD TRUCK 1141) TNG OF FAL MATERIAL. FON
BOX CULVERT CONNECTION. ANO FOR HEADWALL REMOVAL. COMPLETE 114 PLACE
12. CLEARING OF EXCAVATON AREA. TO INCLUDE CIIPP8ND ANO WALLING OF ALL
MATERIAL. COMPLETE N PLACE
SUBTOTAL MISCELLANEOUS ITEMS
BID 3DMMARY
SUBTOTAL MANAGE FACJLI1 1E51TEILS
SUBTOTAL MSCELLANEOUS ITEMS
TOTAL AMOUNT BIO
UNIT (Hy
AC 25
LS
LA 2
L5
LF 500
1F 500
(;Y 200
8
AC 2 5
CONSTRUCTION OF THE SOOT. SPECTRUM PHASE ONE BOX CULVERTS
LOWER KIRBY PEARLANO MANAGEMENT 1.951RICT
CITY OF PEARLAND
HARRIS COUNTY, TEXAS
AIIGUST 7.2015
LJA ENGINEERING. INC
5 ROSS
AUGUST 10.2015
2209 1502 (9 2)
TICS DARKER. LTD
UNIT COST TOTAL COSI
5818 12 52.205 30
8) 5&NADE, INC.
UNIT COST
5 1,000.10
TOTAL (:OSI
32.500.00
91 CROS TEX CONSTRUCTION, INC
UNTT COST TOTAL COST
91.000.00 52.600.00
53672.12 53 672 12 55 13000U 35.003.00 510000 CO 510.000 00
561.20 512240 3100.0 5200.00 520000 5100.00
51224 00 51224 00 510000 5100.10 5750.00 375000
515.00 37.500.00 51500 31.000.00 52000 SIC.000.00
52500
520 CO
525.00 0
311,00 00
MAII+EMAII(:AL ENROR Page 701 i
312,50(100
31.000 00
525.000 00
527.50 0
632,7113.32
51.001.948 16
592.783 22
51.994,731.38
S25 00 517.50000 536 00 5i/00000
520 00 54.000.00 12500 55.000 00
35.000 00 55.000 03 310,000.00 510.000.00
37,0000 317.50.00 5175500 543.87500
562,280.00 3108035.00
62.052.351.00
592;110.0
62.111,841.00
52.512.96930
3)08.1250
32.1121.4114 50 •
.M.I .AO
14 !wagon et
. • I mg; 71102719 I Sy.a01,1 laps.," MO Law 14.114.Pt . b C... 0 OT