HomeMy WebLinkAboutR2015-136 2015-08-10RESOLUTION NO. R2015-136
A Resolution of the City Council of the City of Pearland, Texas, authorizing the City
Manager or his designee to enter into a Reimbursement Agreement with the
Pearland Economic Development Corporation and a Letter Financing Agreement
with the Lower Kirby Pearland Management District for the design and construction
of Kirby Ditch Improvements Lateral Ditch No. 1 Project.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain 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 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 Letter Financing Agreement and Reimbursement
Agreement attached hereto.
PASSED, APPROVED and ADOPTED this the 10th day of August, A.D., 2015.
TOM REID
MAYOR
RESOLUTION NO. R2015-136
ATTEST:
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
c/o Allen Boone Humphries Robinson LLP
3200 Southwest Freeway, Suite 2600
Houston, Texas 77027
August 10, 2015
City Manager
City of Pearland, Texas
3519 Liberty Drive
Pearland, TX 77581
Resolution No. R2015-136
Exhibit "A"
Re: 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 $1,565,500.00
awarded to Meiners Construction, Inc. as outlined in the bid tabulation, which is attached
hereto as Exhibit "B", and the District agrees to reimburse the City pursuant to the terms of the
Agreement.
This agreement was duly authorized at a meeting of the Board of Directors of the
District held on the 10th day of August, 2015.
Very truly yours,
LOWKIRBY PEARLAND MANAGEMENT DISTRICT
By: \.
,45st I cf., President, Bo /d of Directors
AGREED TO AND ACCEPTED this 1 0 day of August , 2015
550914
EXHIBIT A
LJA Engineering, Inc.
2929 Bnarpark Drive
Suite 600
Houston Texas 77042
TBPE NQ F 1386
Phone 713 953 5200
Fax 713 953 5026
www Itaengrneenng corn
TBPLS Ns 10110501
July 14, 2015 PROPOSAL
Mr. Ron Dagley - President
Lower Kirby Pearland Management District
c/o Allen Boone Humphries Robinson LLP
Phoenix Tower
3200 Southwest Freeway, Suite 2600
Houston, Texas 77027
Re: South Spectrum Phase I — Box Culverts
City of Pearland, Texas
LJA Proposal No. 15-00974
Dear Mr. Dagley:
LJA Engineering, Inc. (LJA) is pleased to submit this proposal for the following services for the South
Spectrum Phase 1 — Box Culverts in accordance with the terms and conditions set forth in the
Engineering Services Agreement dated, February 6, 2014.
SCOPE OF SERVICES
Phase Description FEE
Basic Services for Design and Construction Administration
402 Preliminary Design ($ 1,327,534 x 7.3% x 25%)
403 Final Design ($ 1,327,534 x 7.3% x 50%)
410 Approvals ($ 1,327,534 x 7.3% x 10%)
411 Bidding or Negotiation ($ 1,327,534 x 7.3% x 5%)
412 Construction Phase ($ 1,327,534 x 7.3% x 10%)
Surveying
205 Design Survey (2.0% of Const. Cost)
208 Control Staking (1.0% of Const. Cost)
409 Project Representative (3.5% of Const. Cost)
Additional Services
413 Storm Water Pollution Prevention Plan
414 Geotechnical Study
415 Construction Testing Services
416 Environmental Services
Z99 Reimbursable Expenses (Estimated)
TOTAL
$ 24,227
$ 48,454
$ 9,690
$ 4,845
$ 9,690
$ 26,551
$ 13,275
$ 46,464
$ 5,000
$ 10,000
$ 15,000
$ 1,100
$ 5,000
$ 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:\PROPOSAL\20151Lower Kirby\PED\15-00974 South Spectrum Phase I.doc
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,
(;L
James D. Ross, PE
Vice President
JDR/ew
O:\PROPOSAL12015\Lower Kirby\PED115-00974 South Spectrum Phase I.doc
EXHIBIT B
BID TABULATION FOR:
BID OPENING DATE:
BID OPENING LOCATION:
TABULATION BY:
TABULATION DATE:
LJA JOB NO.
BIDDERS NAME
1) MEINERS CONSTRUCTION. INC.
2) TRIPLE B SERVICES. L.L P.
3) SLACK 6 CO. COMPANY. INC.
4) B5 CONSTRUCTION COMPANY, INC.
51 MONARCH CIVIL CONSTRUCTORS, LLC
61 R CONSTRUCTION COMPANY
71 C.E. BARKER. LTD
81 MENADE, INC.
91 CROSTEX CONSTRUCTION, INC.
CALENDAR DAYS - 65/75
CONSTRUCTION Of THE SOUTH SPECTRUM PHASE CNE BOX CUI. VERTS
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
CITY Of PEARLAND
HARRIS COUNTY. TEXAS
AUGUST 7.2015
LJA ENGINEERING. INC.
S. ROSS
AUGUST 10.2015
22.09-1502 19.21
TOTAL BID
AMOUNT
51.585.500.00
$1.596.884.35
31,631,571.84 '
51,745,313.00
51,748,238.60
$1,614,077.40
51.994.731.38
$2.114,644.00
$2.621.404.50 •
E %of% rF ;)
r5'�P� ••his, .)
•JAMES D. ROSS i
i I
t • ° •0 89452 : ic�w
r%GA.•••�/CENSEO E ....=
,,,,0 .O.-
8- to -is
' MATHEMATICAL ERROR
Patti I of 7
BID TABULATION FOR:
BID OPENING DATE:
BID OPENING LOCATION:
TABULATION BY:
TABULATION DATE:
WA JOB NO.
ITEM DESCRIPTION
DRAINAGE FACILITIES ITEMS
1. MOBIUZATION FOR EXISTING DITCH OEMUCKING AND CLEAN OUT, COMPLETE IN PLACE
2. DEMUCK EXISTING CONVEYANCE DITCH AND RE-ESTABLISH DITCH AT A 0.05% SLOPE
WITH 6' BOTTOM WIDTH AND 4.1 SIDE SLOPES FROM ENDING FLOWUNE OF EXISTING
BOX CULVERTS TO EXISTING TXDOT DITCH. COMPLETE IN PLACE
3. MOBILIZATION FOR CONSTRUCTION OF STORM BOX CULVERTS, COMPLETE IN PLACE
4. 24' RCP STORM SEWER, ALL CUTS. TO INCLUDE BEDDING 8 BACKFILL., COMPLETE IN
PLACE
5. 30' RCP STORM SEWER EQUALIZER PIPE, All CUTS. TO INCLUDE BEDDING & BACKFILL,
COMPLETE IN PLACE
6. B'X8 RCB STORM SEWER, TO INCLUDE BEDDING AND BACKFILL, COMPLETE IN PLACE
7. TRENCH SAFETY SYSTEM, ALL DEPTHS, COMPLETE IN PLACE
8. 8' BRICK PLUG FOR 24' STORM SEWER, COMPLETE IN PLACE
9. TYPE MANHOLE TOPS FOR 47 STORM SEWER 8 SMALLER. ALL DEPTHS. TO BE
CONSTRUCTED ON TOP Of 8'X8' RCB STORM SEWER, TIE INTO RCB STEEL. COMPLETE
IN PLACE
0. CONNECT PROPOSED 24' STORM SEWER TO SIDE OF PROPOSED 8'X8' RGR STORM
SEWER WITH CONCRETE COLLAR, COMPLETE IN PLACE
11. CONNECT PROPOSED 30 STORM SEWER EQUALIZER PIPE TO SIDE Of PROPOSED B'XB'
RCE STORM SEWER WITH CONCRETE COLLAR, COMPLETE IN PLAGE
12. CONNECT PROPOSED 8'X8' RCB STORM SEWER TO EXISTING 8'XB' RCB STORM SEWER,
EXPOSE 18' OF EXISTING BOX REINFORCEMENT AND TIE PROPOSED BOX TO EXISTING
AND CONNECT WITH CONCRETE COLLAR. COMPLETE IN PLACE
13. EXCAVATION, HAULING, AND COMPACTION OF FILL FROM LOWER KIRBY DETENTION
POND TO EXISTING CONVEYANCE DITCH CHANNEL. ON ROAD TRUCKS REQUIRED. AS
INDICATED ON PLANS. COMPLETE IN PLACE
14. INSTALLATION OF CONCRETE HEADWALL WITH PARALLEL WINGS FOR BOX CULVERTS.
PER TXDOT DETAIL (SEE CONSTRUCTION PLAN SHEET 17), COMPLETE IN PLACE.
15. REMOVAL AND DISPOSAL OF EXISTING CONCRETE HEADWALL WITH PARALLEL WINGS,
COMPLETE IN PLACE
16. REMOVAL AND DISPOSAL OF EXISTING BACKSLOPE INTERCEPTOR STRUCTURE,
INCLUDING 24' CGMP STORM SEWER, 5' ARTICULATED BLOCK, AND CONCRETE PAD,
COMPLETE IN PLACE
17. DEMUCK AND FILL EXISTING BACKSLOPE SWALES, COMPLETE IN PLACE
18. 5' ARTICULATED BLOCK EROSION CONTROL AT OUTFALL OF 8'X8 ACE STORM SEWER.
COMPLETE IN PLACE
SUBTOTAL DRAINAGE FACILITIES ITEMS
MISCELLANEOUS ITEMS
1. STORM WATER POLLUTION PREVENTION PLAN COMPUANCE INCLUDING MAINTAIMNG
EXISTING FILTER FABRIC FENCE AND STABIUZED CONSTRUCTION EXIT. COMPLETE IN
PLACE
2 STABILIZED CONSTRUCTION EXIT AT LOCATION SHOWN ON PLANS, TO INCLUDE
INSTALLATION AND REMOVAL, (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE
ENGINEER), COMPLETE IN PLACE
3. FILTER FABRIC FENCE ALONG BOUNDARY BEFORE CONSTRUCTION STARTS. (AS
DIRECTED BY THE ENGINEER), COMPLETE IN PLACE
CONSTRUCTION OF THE SOUTH SPECTRUM PHASE ONE BOX CULVERTS
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
CITY OF PEARLANO
HARRIS COUNTY, TEXAS
AUGUST 7.2015
WA ENGINEERING. INC.
S. ROSS
AUGUST 10.2015
2209.1502 19.2)
1) MEINERS CONSTRUCTION, INC. 2) TRIPLE 8 SERVICES. L.L.P.
UNIT OTY UNIT COST TOTAL COST UNIT COST TOTAL COST
LS $15,000.00
LF 1315 58.00
LS 1 533,434.00
LF 48 $75.00
LF 10 $85.00
LF 2.076 $600.00
LF 2,134 51.00
EA 4 $300.00
EA 2 $1200.00
EA 4 $300.00
EA 6 5300.00
EA 2 58,500.00
CY 30.000
515.000.00
$10,520.00
$33,434.00
$3,600.00
$850.00
51,245,600.00
$2,134.00
$1.200.00
$2,400.00
$1200.00
$1,800.00
517,000.00
$2.75 582,500.00
LS 570.000.00
LS $15,000.00
EA 3 5700.00
LF 1,837
SY 40
LS
EA 2
LF 2.740
$70,000.00
$16.000.00
$2.100.00
$1.00 $1,837.00
$130.00 $5,200.00
$1,511,175.00
$1,800.00 $1,600.00
$2,000.00 $4,000.00
5125 $3,425.00
' MATHEMATICAL ERROR Page 2 of 7
S10,000.00
$13.75
$15,000.00
$125.00
590.00
S550.00
$0.15
$625.00
$3,950.00
$1,900.00
$1,855.00
$4,360.00
$8.85
$75,000.00
$2,050.00
$560.00
35.00
575.00
$1,500.00
53,500.7.0
$1 20
3) SLACK 8 CO. COMPANY, INC.
UNIT COST TOTAL COST
$ 10,000.00 510,390.00
$18,081.25 $15.00
$15,000.00 $10,390.00
$8,000.00 $262.08
S900.00 $483.00
SI,141,800.00 $548.00
S320.10 $0.50
52,500.00 $10.00
$7,900.00 $3,413.00
$7,600.00 $125.00
$11,130.00 $250.00
$8,700.00 55.380.00
$205,500.00 $9.20
S75,000.00 $21.190.00
S2.050.00 521,950.00
$1,680.00 51.520.00
59,185.00 $5.00
$3,000.00 $128.00
51,526,346.35
$1,500.00 S+,165,00
$7,000.00 52,058.00
$3,288.00 $1 00
$10,390.00
519,725.00
$10,390.00
$12,579.84 •
$4,830.00
$ 1,137,648.00
$1,067.00
$40.00
56,826.00
$500.00
$1,500.00
$10,780.00
S276.000.00
$21,190.00
$21,950.00
$4,560.00
$9,185.00
$5,120.00
$1554,280.84 •
$1,165.00
54,118.00
$2,740.00
FAN F1Jl1
E'9. K
0 1.41.C4X4220). •942.44O,S l4`w R+?. ND Sale SpMan M 1 M CA., ST +Y
BID TABULATION FOR:
BID OPENING DATE:
BID OPENING LOCATION:
TABULATION BY:
TABULATION DATE:
LJAJOB NO.
ITEM DESCRIPTION
4. BROADCAST SEEDING. FERTILIZING, AND WATERING OF EXCAVATION AND FILL AREAS,
(TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), COMPLETE IN
PLACE
5. TURF ESTABLISHMENT OF DISTURBED SIDE SLOPES ON EXISTING DITCH ON
COMPLETION OF CONSTRUCTION, COMPLETE IN PLACE
8. STAGE II - INLET PROTECTION BARRIER (4 SAND BAGS PER INLET) FOR EXISTING
INLETS, COMPLETE IN PLACE
7. CONCRETE TRUCK WASHOUT PIT. INCLUDES MAINTENANCE AND REMOVAL. COMPLETE
IN PLACE
8. ADDITIONAL COST FOR STORM SEWER BEDDING S BACKFILL FOR UNSATISFACTORY
SOIL CONDITIONS, ALL SIZES AND DEPTHS (TO BE USED ONLY AT THE WRITTEN
DIRECTION OF THE ENGINEER), COMPLETE IN PLACE
9 DEWATERING, ALL SIZES & DEPTHS. (TO BE USED ONLY AT THE WRITTEN DIRECTION
OF TIE ENGINEER). COMPLETE IN PLACE
10. EXTRA CEMENT STABILIZED SAND. (TO BE USED ONLY AT THE WRITTEN DIRECTION OF
THE ENGINEER), COMPLETE IN PLACE
11 TEMPORARY TRAFFIC CONTROL FOR ON•ROAD TRUCK HAULING OF FILL MATERIAL, FOR
BOX CULVERT CONNECTION, AND FOR HEADWALL REMOVAL, COMPLETE IN PLACE
12. CLEARING OF EXCAVATION AREA. TO INCLUDE CHIPPING AND HAULING OF ALL
MATERIAL, COMPLETE IN PLACE
SUBTOTAL MISCELLANEOUS ITEMS
BID SUMMARY
SUBTOTAL DRAINAGE FACILITIES ITEMS
SUBTOTAL MISCELLANEOUS ITEMS
TOTAL AMOUNT BID
CONSTRUCTION OF THE SOUTH SPECTRUM PHASE ONE BOX CULVERTS
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
CITY OF PEARLAND
HARRIS COUNTY. TEXAS
AUGUST 7, 2015
UA ENGINEERING, INC.
S ROSS
AUGUST 10.2015
2209.1502 (9.21
1) DINERS CONSTRUCTION. INC.
UNIT OTY UNIT COST TOTAL COST
AC 2.5 5900.00 52250.00
LS 1 56,500.00 58,500.00
EA 2 525.00 550.00
LS 1 5760.00 5750.00
LF 500 515.00 $7.500.00
LF 500 525.00 312,500.00
CY 200 320.00 54.000 00
LS 1 51.000.00 $1.000.00
AC 2.5 44,300.00 510.750.00
$64,326.00
• MATHEMATICAL ERROR Paps 3 cl 7
31,511,1 75.00
$54,325.00
$1,566,500.00
2) TRIPLE B SERVICES, L.LP.
UNIT COST
$600.00
53,500.00
585.00
5850.00
515.00
525.00
$20.00
515,000.00
$5,500.00
3) SLACK 8 CO. COMPANY, INC.
TOTAL COST UNIT COST TOTAL COST
51,500.00 51,824.00 54,560.00
53,500.00 55,000.00 55,000.00
5130,00 5150.00 5300.00
5850.00 $760.00 $763.00
57,500.00 $38.00 519,000.00
512.500.00 325.00 512,500.00
34,000.00 438.00 $7,600.00
515.000.00 52,000.00 52,000.00
513.750.00 57.02800 517,570.00
$70,518.00 377.311.00
$1,526,348.35
570,518.00
$1,696,864.36
51,554,260.84 •
$77,311.00
31,691,571.64 '
FAN F '144
W Erowng "
0 tu4W200?2:S 'D70607. Loom uey LID bun Spcvn Pn+Ib CdoWle,BTAs
BID TABULATION FOR:
BID OPENING DATE:
BID OPENING LOCATION:
TABULATION BY:
TABULATION DATE:
WA JOB NO.
ITEM DESCRIPTION
DRAINAGE FACILITIES ITEMS
1. MOBILIZATION FOR EXISTING DITCH DEMUCKING AND CLEAN OUT. COMPLETE IN PLACE
2. DEMUCK EXISTING CONVEYANCE DITCH AND RE-ESTABLISH DITCH AT A 0.05% SLOPE
WITH E BOTTOM WIDTH AND 4:1 SIDE SLOPES FROM ENDING FLOWUNE OF EXISTING
BOX CULVERTS TO EXISTING TXDOT DITCH, COMPLETE IN PLACE
3. MOBILIZATION FOR CONSTRUCTION OF STORM BOX CULVERTS, COMPLETE IN PLACE
4. 24' RCP STORM SEWER. ALL CUTS. TO INCLUDE BEDDING & BACKFILL. COMPLETE IN
PLACE
5. 30' RCP STORM SEWER EQUALIZER PIPE. ALL CUTS, TO INCLUDE BEDDING 8 BACKFILL,
COMPLETE IN PLACE
8. 8'X8' RCS STORM SEWER. TO INCLUDE BEDDING AND BACKFIL.L, COMPLETE IN PLACE
7. TRENCH SAFETY SYSTEM. ALL DEPTHS. COMPLETE IN PLACE
8. 8' BRICK PLUG FOR 24' STORM SEWER, COMPLETE IN PLACE
9. TYPE MANHOLE TOPS FOR 42- STORM SEWER 8 SMALLER, ALL DEPTHS. TO BE
CONSTRUCTED ON TOP OF 8'X8' RCB STORM SEWER, TIE INTO RCB STEEL, COMPLETE
IN PLACE
10. CONNECT PROPOSED 24' STORM SEWER TO SIDE OF PROPOSED AXE RCB STORM
SEWER WITH CONCRETE COLLAR, COMPLETE IN PLACE
t 1. CONNECT PROPOSED 30' STORM SEWER EQUALIZER PIPE TO SIDE OF PROPOSED 9'X8'
RCA STORM SEWER WITH CONCRETE COLLAR, COMPLETE IN PLACE
12. CONNECT PROPOSED 87(8' RCB STORM SEWER 10 EXISTING 6'X8' RCE STORM SEWER,
EXPOSE 18' OF EXISTING BOX REINFORCEMENT AND TIE PROPOSED BOX TO EXISTING
AND CONNECT WITH CONCRETE COLLAR, COMPLETE IN PLACE
13. EXCAVATION. HAULING. AND COMPACTION OF FILL FROM LOWER KIRBY DETENTION
POND TO EXISTING CONVEYANCE DITCH CHANNFt, ON ROAD TRUCKS REQUIRED. AS
INDICATED ON PLANS, COMPLETE IN PLACE
14. INSTALLATION OF CONCRETE HEADWALL WITH PARALLEL WINGS FOR BOX CULVERTS,
PER TXDOT DETAIL (SEE CONSTRUCTION PLAN SHEET 17), COMPLETE IN PLACE
15 REMOVAL AND DISPOSAL OF EXISTING CONCRETE HEADWALL WITH PARALLEL WINGS.
COMPLETE IN PLACE
18. REMOVAL AND DISPOSAL OF EXISTING BACKSLOPE INTERCEPTOR STRUCTURE.
INCLUDING 24' CGMP STORM SEWER, 5' ARTICULATED BLOCK. AND CONCRETE PAD.
COMPLETE IN PLACE
17. DEMUCK AND FILL EXISTING BACKSLOPE SWALES. COMPLETE IN PLACE
18. 5' ARTICULATED BLOCK EROSION CONTROL AT OUTFALL OF 8'X8' RCB STORM SEWER,
COMPLETE IN PLACE
SUBTOTAL DRAINAGE FACILITIES ITEMS
MISCELLANEOUS ITEMS
1. STORM WATER POLLUTION PREVENTION PLAN COMPUANCE INCLUDING MAINTAINING
EXISTING FILTER FABRIC FENCE AND STABILIZED CONSTRUCTION EXIT, COMPLETE IN
PLACE
2. STABILIZED CONSTRUCTION EXIT AT LOCATION SHOWN ON PLANS, TO INCLUDE
INSTALLATION AND REMOVAL, (TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE
ENGINEER), COMPLETE IN PLACE
3. FILTER FABRIC FENCE ALONG BOUNDARY BEFORE CONSTRUCTION STARTS, (AS
DIRECTED BY THE ENGINEER), COMPLETE IN PLACE
CONSTRUCTION OF THE SOUTH SPECTRUM PHASE ONE BOX CULVERTS
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
CITY OF PEARLAND
HARRIS COUNTY, TEXAS
AUGUST 7, 2015
LIA ENGINEERING, INC.
S. ROSS
AUGUST 10.2015
22091502 (9.2)
4) 8.5 CONSTRUCTION COMPANY, INC.
UNIT OTY UNIT COST TOTAL COST
LS 52500.00
LF 1315 $12.00
LS $5.000.00
LF 48 $110.00
LF 10 $180.00
LF 2,076 $550.0)
LF 2.134 $1.00
EA 4 5400.00
EA 2 $1,900.00
EA 4 $1,800.00
EA 6 $1,800.00
EA 2 $10,000.00
CY 30,000
$2.500.00
$15,780.00
$5,000.00
$5280.00
S1,800.00
$1,141,800.00
$2,134.00
$1,600.00
$3,800.00
$7,200.00
$10,800.00
$20.000.00
$13.00 $390.000.00
LS 657.000.00
LS $8,500.00
EA 3 $1.500.00
LF 1,837 67.00
SY 40 5125.00
LS $2,500.00
EA 2 $2,300.00
LF 2.740 S1.50
• MATHEMATICAL ERROR Pogo 4 01 7
$57,000.00
$8,500.00
$4500.00
512,859.00
$5,000.00
$1,895,363.00
$2,500.00
54,600.00
54.110.00
5) MONARCH CIVIL CONSTRUCTORS, LLC
UNIT COST TOTAL COST
$6.000.00
$11.00
$6.000.00
$104.00
$139.00
$632.00
$0.40
$350.00
$2,144.00
$400.00
$500.00
$4201.00
$6,000.00
$14,465.00
$6,000.00
$4,992.00
$1,390.00
51,312,032.00
$853 60
51,400.00
54,288.00
$1,600.00
$3,000.00
58562.00
$7.50 5225.000.00
590,037.00
$9,500.00
$700.00
56.00
$103.00
51,500.00
51250.00
51.00
$80,037.00
59500.00
$2,100.00
$11,022.00
$4,120.00
81,898,381.60
S1.500.00
$2.500.00
52.740.00
6) R CONSTRUCTION COMPANY
UNIT COST TOTAL COST
$80,000.00 $80,000.00
$40.00 552,800.00
$25,000.00 $25,000.00
$100.00 $4.800.00
$200.00 $2,000.00
5620.00 51287.120.00
$0.10 5213.40
5500.00 52.000.00
64.000 00 $8.000.00
$500.00
$800.00
54,000.00
$6.00
$70.000.00
$3,500.00
$1.000.00
$5.00
5150.00
$4,000.00
$3,000.00
$3.00
$2,000.00
$4,800.00
$8,000.00
5180,000.00
$70,000.00
$3,500.00
53,000 00
$9,185.00
66.000.00
$1,749,218.40
$4,000.00
$8,000.00
$8220.00
FnN =.,546
:,w fw*mny ,s
0,AND,7Ng7,VN 15070:1715 Laws KA* GC Ea.,. Spero, ^A , ppl fnMla,4i r
BID TABULATION FOR:
BID OPENING DATE:
BID OPENING LOCATION:
TABULATION BY:
TABULATION DATE:
LJA JOB NO.
ITEM DESCRIPTION
4. BROADCAST SEEDING, FERTILIZING, AND WATERING OF EXCAVATION AND FILL AREAS,
(TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), COMPLETE IN
PLACE
5. TURF ESTABLISHMENT OF DISTURBED SIDE SLOPES ON EXISTING DITCH ON
COMPLETION OF CONSTRUCTION. COMPLETE IN PLACE
6. STAGE II - INLET PROTECTION BARRIER (4 SAND BAGS PER INLET) FOR EXISTING
INLETS. COMPLETE IN PLACE
7. CONCRETE TRUCK WASHOUT PIT, INCLUDES MAINTENANCE AND REMOVAL. COMPLETE
IN PLACE
8. ADDITIONAL COST FOR STORM SEWER BEDDING & BACKFILL FOR UNSATISFACTORY
SOIL CONDITIONS, ALL SIZES AND DEPTHS (TO BE USED ONLY AT THE WRITTEN
DIRECTION OF THE ENGINEER), COMPLETE IN PLACE
9 DEWATERING, ALL SIZES 6 DEPTHS, (TO BE USED ONLY AT THE WRITTEN DIRECTION
OF THE ENGINEER). COMPI.ETE IN PLACE
10. EXTRA CEMENT STABILIZED SAND. ITO BE USED ONLY AT THE WRITTEN DIRECTION OF
THE ENGINEER). COMPLETE IN PLACE
11. TEMPORARY TRAFFIC CONTROL FOR ON -ROAD TRUCK HAULING OF FILL MATERIAL. FOR
BOX CULVERT CONNECTION. AND FOR HEADWALL REMOVAL. COMPLETE IN PLACE
12. CLEARING OF EXCAVATION AREA, TO INCLUDE CHIPPING AND HAULING OF AL L
MATERIAL, COMPLETE IN PLACE
SUBTOTAL MISCELLANEOUS ITEMS
BID SUMMARY
SUBTOTAL DRAINAGE FACILITIES ITEMS
SUBTOTAL MISCELLANEOUS ITEMS
TOTAL AMOUNT BID
CONSTRUCTION OF THE SOUTH SPECTRUM PHASE ONE BOX CULVERTS
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
CITY OF PEARLAND
HARRIS COUNTY, TEXAS
AUGUST 7. 2015
WA ENGINEERING. INC.
S. ROSS
AUGUST 10.2015
2209150219.2)
4) 6 5 CONSTRUCTION COMPANY. INC.
UNIT OTY UNIT COST TOTAL COST UNIT COST
AC 2.5 51,000.00 52,500.00 5600.00
LS
EA 2
LS
LF 500
LF 500
CY 200
LS 1
AC 2.5
$3,000 00 53.000.00
$50.00 5100.00
$ 700.00 5700.00
$15.00 57,500.00
$25.00 512.500.00
535.00 57,000.00
$1,700.00 $1,700.00
$1,500.00 53,750.00
$48,980.00
$1,695.353.00
$49,900.00
$1,745.313.00
• MATHEMATICAL ERROR Page 5 of 7
51 MONARCH CIVIL CONSTRUCTORS, LLC
TOTAL COST
51.500.00
$1,400.00 $1,400.00
561.00 S122.00
5500.00 $500.00
$15.00 $7,500.00
$25.00 $12.500.00
$20.00 54,000.00
5165.00 58,865.00
$3,500.00 38,750.00
$61,877.00
31,606,361.60
551,877.00
$1,748,23$.60
6) R CONSTRUCTION COMPANY
UNIT COST
$800.00
55.000.00
$177.00
51,285.00
$15.00
S25.00
520.00
$5.000.00
54.000.00
TOTAL COST
$2,000.00
55,000.00
5354.00
$1,285.00
$7,500.00
$12,500.00
$4,000.00
$5,000.00
$10,000.00
385,!59.00
$1,748,218.40
$65,859.00
$1,$14,077.40
rah r.,346
-A Egrer,r, K
0 11N4021pr.^.'Cpi1GTO rlE,,6w, MICr ND 6aM6pctvn rr Iq Cowls Si to
BID TABULATION FOR:
BID OPENING DATE:
BID OPEMNG LOCATION:
TABULATION BY:
TABULATION DATE:
LJA JOB NO.
ITEM DESCRIPTION
DRAINAGE FACILITIES ITEMS
1. MOBIUZATION FOR EXISTING DITCH DEMUCKING AND CLEAN OUT, COMPLETE IN PLACE
2. DEMUCK EXISTING CONVEYANCE DITCH AND REESTABLISH DITCH AT A 0.05% SLOPE
WITH 6' BOTTOM WIDTH AND 4:1 SIDE SLOPES FROM ENDING FLOWLINE OF EXISTING
BOX CULVERTS TO EXISTING TXDOT DITCH, COMPLETE IN PLACE
3. MOBIUZATION FOR CONSTRUCTION OF STORM BOX CULVERTS, COMPLETE IN PLACE
4. 24' RCP STORM SEWER, ALL CUTS. TO INCLUDE BEDDING & BACKFILL, COMPLETE IN
PLACE
5. 30' RCP STORM SEWER E0UALI7FR PIPE. ALL CUTS, TO INCLUDE BEDDING & BACKFILL.
COMPLETE IN PLACE
6. 8'X8' RCB STORM SEWER, TO INCLUDE BEDDING AND BACKFIL L. COMPLETE IN PLACE
7. TRENCH SAFETY SYSTEM. ALL DEPTHS, COMPLETE IN PLACE
8. 8' BRICK PLUG FOR 24' STORM SEWER, COMPLETE IN PLACE
9. TYPE 'C' MANHOLE TOPS FOR 42' STORM SEWER & SMALLER, ALL DEPTHS, TO BE
CONSTRUCTED ON TOP OF 8'X8' RCB STORM SEWER. TIE INTO RCB STEEL, COUPLE IE
IN PLACE
10. CONNECT PROPOSED 24' STORM SEWER TO SIDE OF PROPOSED 8'X8' RCB STORM
SEWER WITH CONCRETE COLLAR, COMPLETE IN PLACE
CONNECT PROPOSED 30' STORM SEWER EQUALIZER PIPE TO SIDE OF PROPOSED 8'X8'
RCB STORM SEWER WITH CONCRETE COLLAR. COMPLETE IN PLACE
12. CONNECT PROPOSED 8'XB' NCB STORM SEWER TO EXISTING 8'X8' RCB STORM SEWER,
EXPOSE 18' OF EXISTING BOX REINFORCEMENT AND TIE PROPOSED BOX TO EXISTING
AND CONNECT WITH CONCRETE COLLAR. COMPLETE IN PLACE
13. EXCAVATION. HAUUNG, AND COMPACTION OF FILL FROM LOWER KIRBY DETENTION
POND TO EXISTING CONVEYANCE DITCH CHANNEL. ON ROAD TRUCKS REOUIRED. AS
INDICATED ON PLANS, COMPLETE IN PLACE
14. INSTALLATION OF CONCRETE HEADWALL WITH PARALLEL WINGS FOR BOX CULVERTS,
PER TXOOT DETAIL (SEE CONSTRUCTION PLAN SHEET 17). COMPLETE IN PLACE
15. REMOVAL AND DISPOSAL OF EXISTING CONCRETE HEADWALL WITH PARALLEL WINGS.
COMPLETE IN PLACE
16. REMOVAL AND DISPOSAL OF EXISTING BACKSLOPE INTERCEPTOR STRUCTURE.
MCLUDING 24' CGMP STORM SEWER. 5' ARTICULATED BLOCK, AND CONCRETE PAD,
COMPLETE IN PLACE
CONSTRUCTION OF THE SOUTH SPECTRUM PHASE ONE BOX CULVERTS
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
CRY OF PEARLAND
HARRIS COUNTY. TEXAS
AUGUST 7. 2015
UA ENGINEERING, INC.
S. ROSS
AUGUST 10, 2015
2209.1502 (9.21
71 C.E. BARKER. LTD.
UNIT OTY UNIT COST TOTAL COST
LS 512,500.00
LF 1315 $10.20
LS 517.500.00
1.F 40 593.51
LF 10 $147.66
LF 2,076 $643.04
LF 2,134 50.12
FA 4 $367.20
EA 2 $4,304.40
FA 4
EA 8
EA 2
CV 30.000
LS
LS 1
EA 3
17. DEMUCK AND FILL EXISTING BACKSLOPE SWALES, COMPLETE IN PLACE LF
18. ARTICULATED BLOCK EROSION CONTROL AT OUTFALL OF 8-X8 RCS STORM SEWER, SY
COMPLETE IN PLACE
SUBTOTAL DRAINAGE FACILITIES ITEMS
MISCELLANEOUS ITEMS
1. STORM WATER POLLUTION PREVENTION PLAN COMPLIANCF INCLUDING MAINTAINING LS
EXISTING FILTER FABRIC FENCE AND STABILIZED CONSTRUCTION EXIT, COMPLETE IN
PLACE
2. STABILIZED CONSTRUCTION EXIT AT LOCATION SHOWN ON PLANS, TO INCLUDE EA 2
INSTALLATION AND REMOVAL, (TO BE USED ONLY AT TIIF WRITTEN DIRECTION Of THE
ENGINEER), COMPLETE IN PLACE
3. FILTER FABRIC FENCE ALONG BOUNDARY BEFORE CONSTRUCTION STARTS, lAS Lf 2,740
DIRECTED BY THE ENGINEER), COMPLETE IN PLACE
52.937.60
53,304.80
$4.590.00
8) MENADE. INC. 9) CROSTEX CONSTRUCTION. INC.
UNIT COST TOTAL COST UNIT COST TOTAL COST
$12.500.00 35,000.00 $5,000.00 $7,500.00 $7.500.00
$13,413.00 $40.00 $52,800.00 S12.00 $15.780.00
$17,500.00 $100,000.00 $100,000.00 57,500.00 $7,500.00
$4,488.48 5100.00 $4,800.00 566.00 $3,168.00
$1,476.60 5150.00 31,500.00 $100.00 $1.000.00
51,334,951.04 5710.00 $1,473,980.00 $950.00 $1,972,200.00
$256.08 51.00 $2.134.00 $1.25 $2,887.50
$1,468.80 5500.00 $2,000.00 5250.00 51,000.00
$8,608.80 52,500.00 55,000 00 $2.500.00 $5.000.00
$11,750.40 $1,000.00 $4,000.00 $1,500.00 66.000.00
$19,828.80 $1,000.00 $6,000.00 $1,750.00 510.500.00
59,180.00 $5,000.00 510.000.00 55,000.00 510.000.00
$9.04 3271.200.00 59.00 $270,000.00 $10.50 $315,000.00
$122,846.76 5122.846.76 $80,000.00 $80.000.00 580,000.00 $80,000.00
$44,880.00 $44,880.00 $10,000.00 $10.000.00 $25,000.00 $25,000.00
31.346.40 $4,039.20 $1,000.00 53,000.00 57,600.00 $22500.00
1.837 $10.20 $18.737.40 510.00 318.370.00 512.00 522,044.00
40 $120.57 $4.822.80 5100.00 $4,000.00 5150.00 56,000.00
$1,901,948.18 $2,062,384.00
5612.00
$1,836.00
$1.71
• MATHEMATICAL ERROR Page 6 01 7
5612.00
53,672 00
54,685.40
5500.00
$1,000.00
$2.00
$500.00 $1,500.00
52.000.00 31,500.00
55.480.00 $1.50
$2,612.869.50 •
$1,500.00
$3.000.00
34.110.00
FAN F 1711
I,010DIOIvq K
, LANC22092X0,507000115.LLo K b1 MO Swf, 6,.1,1 WI. p, I b.,t 1,A.1t AT a
BID TABULATION FOR:
BID OPENING DATE:
BID OPENING LOCATION:
TABULATION BY:
TABULATION DATE:
LJA JOB NO.
ITEM DESCRIPTION
4. BROADCAST SEEDING, FERTILIZING. AND WATERING OF EXCAVATION AND FILL AREAS.
(TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), COMPLETE IN
PLACE
5 TURF ESTABLISHMENT OF DISTURBED SIDE SLOPES ON EXISTING DITCH ON
COMPLETION OF CONSTRUCTION. COMPLETE IN PLACE
8. STAGE II - INLET PROTECTION BARRIER (4 SAND BAGS PER INLET) FOR EXISTING
INLETS, COMPLETE IN PLACE
7. CONCRETE TRUCK WASIIOUT PIT. INCLUDES MAINTENANCE AND REMOVAL. COMPLETE
IN PLACE
8. ADDITIONAL COST FOR STORM SEWER BEDDING 6 BACKFILL FOR UNSATISFACTORY
SOIL CONDITIONS, ALL SIZES AND DEPTHS (TO BE USED ONLY AT THE WRITTEN
DIRECTION OF THE ENGINEER), COMPLETE IN PLACE
9. DEWATERING, ALL SIZES 5 DEPTHS, (TO BE USED ONLY AT THE WRITTEN DIRECTION
OF THE ENGINEER). COMPLETE IN PLACE
10. EXTRA CEMENT STABILIZED SAND, (TO BE USED ONLY AT THE WRITTEN DIRECTION OF
THE ENGINEER). COMPLETE IN PLACE
11. TEMPORARY TRAFFIC CONTROL FOR ON -ROAD TRUCK HAULING OF FILL MATERIAL, FOR
BOX CULVERT CONNECT ION, AND FOR HEADWALL REMOVAL, COMPLETE IN PLACE
12. CLEARING OF EXCAVATION AREA. TO INCLUDE CHIPPING AND HAULING OF ALL
MATERIAL. COMPLETE IN PLACE
SUBTOTAL MISCELLANEOUS ITEMS
BID SUMMARY
SUBTOTAL DRAINAGE FACILITIES ITEMS
SUBTOTAL MISCELLANEOUS ITEMS
TOTAL AMOUNT BID
• MATHEMATICAL ERROR
CONSTRUCTION OF THE SOUTH SPECTRUM PHASE ONE BOX CULVERTS
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
CITY OF PEARLAND
HARRIS COUNTY, TEXAS
AUGUST 7, 2015
LJA ENGINEERING. INC
S. ROSS
AUGUST 10.2015
2209-15021921
71 G.E. BARKER, LTD. 8) MENAGE, INC.
UNIT CITY UNIT COST TOTAL COST UNIT COST TOTAL COST
AC 2.5 5918.12 52295.30 51,000.00 52,500.00
LS 53,672.12 53,672.12 55,000.00 $5,000.00
EA 2 561.20 $122.40 $100.00 $200.00
LS $1224.00 $1,224.00 $100.00 $100.00
LF 500 515.00 S7,500.00 $15.00 57,500.00
LF 500 525.00 312,500.00 525.00 $12,500.00
CY 200 520.00 $4,000.00 $20.00 $4,000.00
L S 525,000.00 $25,000.00 $5,000.00 $5,000.00
AC 2.5 $11,000.00 $27,500.00 $7,000.00 $17,500.00
$92,783.22 $52,280.00
51,901,948.16 S2,052.364.00
$92,78322 $62.280.0i
$1,994,731.35 $2,114,544.00
91 CROSTEX CONSTRUCTION, INC.
UNIT COST TOTAL COST
51.000.00 52,500.00
$10.00000
5200.00
$750.00
$20.00
535.00
$25.00
$10,000.00
SI 7,550.00
$10,000 00
$400.00
$750 00
$10,000.00
$17,500.00
55,000.00
510,000.00
$43.875.00
$108,835.00
52,512,859.50 '
$108,635.00
$2,821,494.50 •
1111; i.,]16
W Hpuw7. e
Page 7 o1 7 oYNtl17. •220. tROCOO,I6 law MO Co. ve, eaCw0 a*.+s
Resolution No. R2015-136
Exhibit "A"
REIMBURSEMENT AGREEMENT
This Agreement is entered into this 10th day of August, 2015, by and between the CITY
OF PEARLAND, TEXAS (hereinafter "City"), and the Pearland Economic Development
Corporation (hereinafter "PEDC").
WHEREAS, the PEDC is a Type B economic development corporation, created
pursuant to Chapter 505 of the Texas Local Government Code, as amended; and
WHEREAS, the City and PEDC desire the construction of the Kirby Ditch Improvements
Lateral Ditch No. 1 (hereinafter "Improvements"); and
WHEREAS, the Improvements represent an infrastructure project located within the
boundaries of the Lower Kirby Pearland Management District ("LKPMD"); and
WHEREAS, Section 501.103 of the Texas Local Government Code (hereinafter "Code"),
in pertinent part, defines the term "project" to mean "expenditures that are found by the
board of directors to be required or suitable for infrastructure necessary to promote or
develop new or expanded business enterprises, limited to: (1) streets and roads, rail
spurs, water and sewer utilities, electric utilities, or gas utilities, drainage, site
improvements, and related improvements; (2) telecommunications and Internet
improvements ..."; and
WHEREAS, the PEDC desires to fund the construction of the Improvements; and
WHEREAS, the City can receive eligible reimbursements from the LKMMD for the costs
associated with the Improvements; and
WHEREAS, PEDC approved funding the Improvements for the City at its August 10,
2015, Board of Directors' meeting, after conducting a public hearing on the project; and
WHEREAS, City and PEDC desire an agreement to set forth their respective
responsibilities with regard to the Improvements and reimbursement of said costs.
WITNESSETH:
NOW THEREFORE, in consideration of the foregoing premises and other good and
valuable consideration the receipt and sufficiency of which is hereby acknowledged, it is
hereby agreed as follows:
1. LKPMD shall be responsible for designing, bidding, and constructing the
Improvements more accurately described in Exhibit "A" attached hereto.
i
2. Upon the approval of the plans and specifications by City, LKPMD shall obtain
competitive line item bids in accordance with applicable State codes for the
construction of the Improvements. LKPMD shall review the bids and award a
contract to the lowest responsible bidder.
3. The total cost of the Improvements is $1,784,796, as itemized in Exhibit "B"
attached hereto. PEDC shall fund an amount equal to the actual cost of the
Improvements ("PEDC Participation Amount"), which shall be paid to City in
installments or a lump sum amount. The timing and amount of the payment shall
be determined at sole discretion of the City, but in no event shall the total payments
exceed the actual cost of the Improvements.
4. This Agreement shall be contingent upon City and LKPMD entering into a
Financing Agreement whereby City agrees to pre -finance the Improvements in
return for LKMMD's agreement to reimburse the City for the costs associated with
the Improvements ("Reimbursable Fund Payment"). Within 90 days following
City's receipt of the Reimbursable Fund Payment from LKMMD that is attributable
to the Improvements, City shall make payment to PEDC, in an amount equal to the
Reimbursable Fund Payment, as reimbursement for the PEDC Participation
Amount.
5. The initial term of this Agreement shall be for a period of eighteen (18) months,
commencing on the 10th day of August, 2015, and may be renewed as needed
until the Improvements are substantially complete.
6. This Agreement may only be amended, modified, or supplemented by written
agreement and signed by both parties.
8. No assignment by a party hereto of any rights under or interests in this agreement
will be binding on another party hereto without the written consent of the party
sought to be bound; and specifically but without limitation moneys that may
become due and moneys that are due may not be assigned without such consent
(except to the extent that the effect of this restriction may be limited by law), and
unless specifically stated to the contrary in any written consent to an assignment
no assignment will release or discharge the assignor from any duty or responsibility
under this Agreement.
9. Nothing herein is intended to supersede or waive any City ordinance or regulation
pertaining to such construction.
10. Whenever possible, each provision of this Agreement shall be interpreted in such
manner as to be effective and valid under applicable law, but if any provision of
this Agreement is prohibitive or invalid under applicable law, such provision shall
be ineffective to the extent of such provision or invalidity, without invalidating the
remainder of such provision or the remaining provisions of this Agreement.
11. This Agreement shall be construed and enforced in accordance with and governed
by the laws of the State of Texas.
12. To accomplish execution of this Agreement, it may be executed in multiple
counterparts.
13. The Parties agree that any suit arising out of or related to this Agreement shall be
filed in Brazoria County Texas.
14. All notices which are required or may be given pursuant to this Agreement shall be
in writing and shall be sufficient if delivered personally or by first class mail, postage
prepaid, return receipt requested, or by a nationally recognized courier, to the
parties and their attorneys at the addresses set out below or such other addresses
as the parties or their attorneys may hereafter notify one another:
If to City:
If to PEDC:
City of Pearland
Attn: Clay Pearson, City Manager
3519 Liberty Drive
Pearland, TX 77581
Pearland Economic Development Corporation
Attn: Chairman
1200 Pearland Parkway, Suite 200
Pearland, TX 77581
Notice delivered in accordance with the terms hereof shall be effective upon receipt.
In witness whereof, the parties have hereunto set their hands and signatures on the date
first above mentioned.
PEARLAND ECONOMIC DEVELOPMENT
CORPORATION
a Texas non-profit corpora on
By: %r
Rushi Patel
Chair
CITY OF PEARLAND,
3
a Texas cipal corporal
ATTEST:
g Lorfi
Secret
fPRLdlt
By•
C a ' earson,
City Manager
BID TABULATION FOR:
BID OPENING DATE:
BID OPENING LOCATION:
TABULATION BY:
TABULATION DATE:
LJA JOB NO.
ITEM DESCRIPTION
4. BROADCAST SEEDING. FERTILIZING. AND WATERING OF EXCAVATION AND FILL AREAS.
(TO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER), COMPLETE IN
PLACE
5. TURF ESTABLISHMENT OF DISTURBED SIDE SLOPES ON EXISTING DITCH ON
COMPLETION OF GONSIRUCNON, COMPIE-TE IN PLACE
6. STAGE II - INLET PROTECTION BARRIER (4 SAND BAGS PER INLET) FOR EXISTING
INLETS, COMPI. FTF IN Pt ACE
I, CONCRETE TRUCK WASHOUT PIT. INCLUDES MAINTENANCE AND REMOVAL, COMPLETE
IN PLACE
0. ADDITIONAL COST FOR STORM SEWER BEDDING 8 BACKFILL FOR UNSATISFACTORY
SOIL CONDITIONS. ALL SIZES AND DEPTHS (TO BE USED ONLY AT THE WRITTEN
DIRECTION OF THE ENGINEER). COMPLETE IN Pt ACE
9. (*WATERING. ALL SIZES & DEPTHS. (TO BE USED ONLY AT THE WRITTEN DIRECTION
OF THE ENGINEER), COMPI FIE IN PT ACE
10. EXTRA CEMENT STABILIZED SAND. (TO BE USED ONLY AT THE WRITTEN DIRECTION OF
THE ENGINEER), COMPLETE IN PLACE
II TEMPORARY TRAFFIC CONTROL FOR ON ROAD TRUCK HAULING OF FILL MATERIAL, FOR
BOX CULVERT CONNECTION. AND FOR HEADWALL REMOVAL, COMPLETE IN PLACE
12 CLEARING OF EXCAVATION AREA. TO !NCI TIDE' CHIPPING AND I ALIT ING UI ALL.
MATERIAL. COMPLETE IN PI ACE
SUBTOTAL MISCELLANEOUS ITEMS
BID SUMMARY
Sl1BT01 AL. DRAINAGE FACILITIES ITEMS
SUBTOTAL MISCELLANEOUS ITEMS
TOTAL AMOUNT BID
CONSTRUCTION OF TILE SOUTH SPECTRUM PHASE ONE BOX CULVERTS
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
CITY OF PEARLAND
HARRIS COUNTY, TEXAS
AUGUST 7, 2015
LJA ENGINEERING. INC.
S. ROSS
AUGUST 10.2015
2209.1502 19.2)
7) C.E. BARKER. LID.
UNIT OTY UNIT COST TOTAL COST
AC 2.5 5918.12 52,295 30
LS S3.672.12 S3.672. 12
FA 2 561 20 5172 411
LS S1,224 00 51,224 00
LF 5011 515.00 57,500.00
LF 500 525.00 S'2.500 00
CY 20 520 00 54.00 0
LS 525.000 00 525.00.00
AC 2 5 S11,000 00 $27,500.0
' MATHEMATICAL ERROR Page 7 oT
$92,783.22
51,901,948.16
592.783.22
51,994,731.38
8) MENADE, INC
UNIT COST TOTAL COST
51.000.00 52.500.0(1
91 CROSTE X CONSTRUCTION. INC.
UNIT COST TOTAL COST
51,000.00 52,500.00
55.000.00 55,000.00 S10.000.00 510.000.00
S100.00 5200.00 5200.00 5400.00
5100.0(! S10.0 5750.00 575000
51500 57,500.00 520.00 510,000.00
$25.00 $12,500.00 535.00 517,500.00
520.0 54,00.0 S25.00 55,00000
55,00 00 55.000.0 S10.00.0 $10,(10.0
57,000.0 S17,50.0 SIT.550.0 543.875.0
$62,280.00 $109,635.0
52.057384.00
562,280.00
S2,114,644.00
52,512,859.50 •
S108,635.00
$2,621,494.50 '
FPM F.114C
1.,. Enpner,W. me
0 LA1,D.t20 V0G ,6070807,6 .uonm M19p MO SM, Spam" Pn,9.Cw.af ST 00
BID TABULATION FOR:
BID OPENING DATE:
BID OPENING LOCATION:
TABULATION BY:
TABULATION DATE:
LJA JOB NO.
ITEM DESCRIPTION
DRAINAGE FACILITIES ITEMS
I. MOBILIZATION FOR EXISTING DITCH DEMUCKING AND CLEAN OUT. COMPLETE IN PLACE I S
2 DEMUCK EXISTING CONVEYANCE DITCH AND RE•FSTABL IS1I DITCH AT A 0.05%SLOPE LF
WI H 6' BOTTOM WIDTH AND 4.1 SIDE SLOPES FROM ENDING FLOWLINE OF EXISTING
BOX CULVERTS TO EXISTING TXDOT DITCH, COMPLETE IN PLACE
3 MOBILIZATION FOR CONSTRUCTION OF STORM BOX CULVERTS, COMPLETE IN PLACE
4 24' RCP STORM SEWER, ALL CUTS, TO INCLUDE BEDDING & BACKFILL. COMPLETE IN
PLACE
5. 30' RCP STORM SEWER EQUALIZER PIPE, ALL CUTS. TO INCLUDE BEDDING & BACKFILL,
COMPLETE IN PLACE
LS
IF
LF
6 8'X8' RCP STORM SEWER, TO INCLUDE BEDDING AND BACKFILL. COMPL ETE IN PI ACE LF
/. TRENCH SAFETY SYSTEM. ALL DEPTHS, COMPLETE IN PLACE LF
8. 8' BRICK PLUG FOR 24' STORM SEWER. COMPLETE IN PLACE EA
9 TYPE "C" MANHOLE TOPS FOR 42' STORM SEWER & SMALLER. ALL DEPTHS, TO BL LA
CONSTRUCTED ON TOP OF 8 X8' RCB STORM SEWER. TIE INTO RCB STEEL, COMPLETE
IN PLACE
10. CONNECT PROPOSED 24' STORM SEWER TO SIDE OF PROPOSED 8'X8' RCA STORM EA
SEWER WITH CONCRETE COLLAR. COMPLETE IN PLACE
11. CONNECT PROPOSED 30' STORM SEWER EOUALIZER PIPE TO SIDE OF PROPOSED 8'XB' EA
RCB STORM SEWER WITH CONCRETE COLLAR. COMPI. ETE IN PLACE
12. CONNECT PROPOSED 8'X8' RCB STORM SEWER TO EXISTING 8'X8' RCA STORM SEWED. EA
EXPOSE Ili' OF EXISTING BOX REINFORCEMENT AND TIE PROPOSED BOX TO EXISTING
AND CONNECT WITH CONCRETE COLLAR. COMPLETE IN PLACE
13. EXCAVATION, HAULING. AND COMPACTION OF FILL FROM LOWER KIRBY DETENTION
POND TO EXISTING CONVEYANCE DITCH CHANNEL. ON ROAD TRUCKS REQUIRED. AS
INDICATED ON PLANS. COMP( F TT, IN PIACF
14. INSTALLATION OF CONCRETE HEADWALL WITH PARALLEL WINGS FOR BOX CULVERTS.
PER TXDOT DETAIL (SEE CONSTRUCTION PLAN SHEET 1'I), COMPLETE IN PLACE
15. REMOVAL AND DISPOSAL OF EXISTING CONCRETE HEADWALL WITH PARALLEL WINGS,
COMPLETE IN PLACE
15. REMOVAL AND DISPOSAL OF EXISTING BACKSLOPE INTERCEPTOR STRUCTURE,
INCLUDING 24' COMP STORM SEWER, 5' ARTICULATED BLOCK, AND CONCRETE PAD,
COMPLETE IN PLACE
CONSTRUCTION OF THE SOUTH SPECTRUM PHASE ONE. BOX GUI VI Rl S
LOWER KIRBY PE ARLAND MANAGEMENT DISTRICT
CITY LX' PEARLAND
HARRIS COUNTY. TEXAS
AUGUST 7.2015
LJA ENGINEERING, INC.
S. ROSS
AUGUST 10, 2015
2209.1502 19.21
7) C.E. BARKER, LTD. 8) MENADE, INC
UNIT OTY UNIT COST TOT AI COSI UNIT COST TOTAL COST
$12,500.00 512,500.00
1315 510.20 $13,413.00
S17.50000 517.500.00
48 $93 51 $4,488.48
10 $14766 5147660
2,076 $643.04 51.334.951.04
2,134 $0.12 5256.011
4 $367.20 S1,468.80
2 S4.304.40 58.608.80
4
6
CY 30.000
LS
LS
EA 3
17. DEMUCK AND FILL EXISTING BACKSLOPE SWALES, COMPLETE IN PLACE t F
18. 5' ARTICULATED BLOCK EROSION CONTROL AT OUT FALL OF B'XE MB STORM SEWER, SY
COMPLETE IN PLACE
SUBTOTAL DRAINAGE FACILITIES ITEMS
MISCELLANEOUS ITEMS
1, STORM WATER POLLUTION PREVENTION PLAN COMPLIANCE INCLUDING MAINTAINING
EXISTING FILTER FABRIC FENCE AND STABILIZED CONSTRUCTION EXIT, COMPLETE IN
PLACE
2. STABILIZED CONSTRUCTION EXIT AT LOCATION SHOWN ON PLANS, TO INCLUDE
INSTALLATION AND REMOVAL, (TO BF USFD ONLY AT THE WRITTEN DIRECTION OF THE
ENGINEER'. COMPLETE IN PLACE
3. FILTER FABRIC FENCE ALONG BOUNDARY BEFORE CONSTRUCTION STARTS, AS
DIRECTED BY THE ENGINEER), COMPLETE IN PLACE
• MATHEMATICAL ERROR
LS
EA
LF
9) CROSTEX CONSTRUCTION, INC.
UNIT COST TOTAL COST
55.000.00 55,000.00 57,500.00
S40.00 $52,600.00 $12.00
$100,000 00 5100,000.00 57.500.00
$100.00 $4,800.00 $66.00
S150 00 $1,500.00 $100 00
$71000 $1,473.960.00 S950.00
SI OU 52.134.00 $1.25
$500.00 $2,000.00 $250.00
$2,500.00 $5.000.00 $2,500.00
$2.937.60 511,75040 $1,000.00 $4,000.00 $1,500.00
$3,304.80 519,828 80 $1,000.00 $6,000.00 51,75000
54.590,00 $9,180.00 $5,000.00 $10.000.00 S5,000.00
59 04
$271,200.00 $900 5270,000.00 $10.50
S122,846.76 $122,846.76 $80,000.00 580,000.00 $80,000.00
544,88000 S44.88000 $10,000.00 S10,000.00 $25,000.00
51.346 40 54.039 20 S1.00000 $3,000.00 S7,500.00
1,037 $10.20 518./37.41) S10.00 $18,370.00 $12.00
40 $120.57 $4,822.80 S100.00 $4,000.00 5150.00
$1,901,948.18 52,052,364.00
$612.00 $612.00 $570.00 $500.00 51.5(10.00
2 51,830.00 53,67200 $1,000.00 52.000.00 51.500.00
2.740 S1.71 $4.685.40 52.00 55,480.00 S1.50
S7,500.00
515.780.00
$7,500.00
$3,168.00
$1,000.00
51.912200.00
52,667.50
$1,000.00
55,000.00
$6,000.00
510,500.00
$10,000 00
$315,000.00
$80,000.00
$25.000.00
S22.500.00
$22,044.00
$6,000.00
$2,512,859.50 •
S1.500 00
$3,000.00
$4,110.00
SRN F-1386
US Swoonu,c
Page 6 O1 7 O wgmo>,rmo.lso:oror+s ww w.v, MO So.sS.A.vn I e1. 8 c,+nro.* d�
BID TABULATION FOR:
BID OPENING DATE:
BID OPENING LOCATION:
TABULATION BY:
TABULATION DATE.
LJA JOB NO.
ITEM DESCRIPTION
4. BROADCAST SEEDING. FERTILIZING. AND WATERING OF EXCAVATION AND FILL AREAS.
ITO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER). COMPLETE IN
PLACE
5. TURF ESTABLISHMENT OF DISTURBED SIDE SLOPES ON EXISTING DITCH ON
COMPLETION OF CONST RUC I ION. COMPLL IL IN PLACE.
6. STAGE II - INLET PROTECTION BARRIER (4 SAND BAGS PER INLET) FOR EXISTING
INLETS. COMPLETE IN PLACE
7. CONCRETE TRUCK WASHOUT PIT, INCLUDES MAINTENANCE AND REMOVAL. COMPLETE
IN PLACE
8. ADDITIONAL COST FOR STORM SEWER BEDDING 8 BACKFILL FOR UNSATISFACTORY
SOIL CONDITIONS, ALL SIZES AND DEPTHS (TO BE USED ONLY AT THE WRITTEN
DIRECTION OF THE ENGINEER), COMP) FTF IN P1 ACE
9. DE WATERING. ALL SIZES R DEPTHS, (TO BE USED ONLY AT THE WRITTEN DIRECTION
OF THE ENGINEER). COMPLETE IN PL ACF
10. EXTRA CEMENT STABILIZED SAND. (TO BE USED ONL VAT THE WRITTEN DIRECTION OF
THE ENGINEER). COMPLETE IN PLACE
II . TEMPORARY I HAF FIG CONTROL FOR ON. ROAD TRUCK HAULING OF FILL MATERIAL. FOR
BOX CULVERT CONNECTION. AND FOR HEADWALL REMOVAL, COMPLETE IN PLACE
12. CLEARING OF EXCAVATION AREA, TO INCLUDE CHIPPING AND FIAIJI ING OF Al. I.
MATERIAL. COMPLETE IN PLACE
SUBTOTAL MISCELLANEOUS ITEMS
BID SUMMARY
SUBTOTAL UHAINAGE FACILITIES ITEMS
SUBTOTAL MISCELLANEOUS ITEMS
TOTAL AMOUNT BID
CONSTRUCTION OF THE SOUTH SPECTRUM PHASE ONE BOX CULVERTS
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
CITY OF PEARLAND
HARRIS COUNTY, TEXAS
AUGUST 1. 2015
LJA ENGINEERING. INC.
S. ROSS
AUGUST 10.2015
2209 1502 492)
4) B 5 CONSTRUCTION COMPANY. INC.
UNI" OTY UNIT COST TOTAL. COST
AC 2.5 $1,000.00 52,500.00
I S $3,000 (10 53,000.(X1
EA 2 550.00 S100.00
LS 5700.00 5700.00
LF 500 515.00 57,500.00
LE 500 $2500 512.500 00
CY 2.00 535.00 57,000.00
IS $1,700.00 $1,700.00
AC 2.5 51,500.00 $3,750.00
$49,980.00
• MATHEMATICAL ERROR Page 5 0l 7
51,695,353.00
$49,960 (XI
51,745,313.00
5) MONARCH CIVIL CONSTRUCTORS. LLC
UNIT COSI TOTAL COST
$600.00 51,50000
51,400.00
561 00
$500.00
$1500
525 00
$20 00
58.865 00
53.500.00
S1.400.1.10
5127 00
5500.00
$7,500.00
S12.500.00
54,000 00
S8,865.00
S8./50.00
$51,877.00
51,696,381.60
S51,877.00
$1,748,238.00
6) R CONSTRUCTION COMPANY
UNI1 COST
S800.00
$5,000.00
5177.00
51,285.00
$15.00
525 00
520.00
55,000.00
$4,000.00
TOTAL COST
52.000.00
$5,000.00
$354.00
S1.285.00
57,500.00
$12,500.00
54.000 00
$5,000.00
S10.000.00
565,859.00
51,748,218 40
56.5.859 00
$1,814,077.40
Ff. F.1]5E
L IA Eprwwl Inc
J LAND nOS 220? 15024K'15 .aw, N+CYMD jp,F'. twin" TT I ecx C,Mb DT W
BID TABULATION FOR:
BID OPENING DATE:
BID OPENING LOCATION:
TABULATION BY.
TABULATION DATE
LJA JOB NO.
TEM DESCRIPTION
DRAINAGE FACILITIES ITEMS
1. MOBILIZATION FOR EXISTING DITCH DEMUCKING AND CLEAN OUT. COMM E TE IN PLACE
2. DEMUCK EXISTING CONVEYANCE DITCH AND REESTABLISH DITCH AT A 0.05% SLOPE
WITH 6' BOTTOM WIDTH AND 4:1 SIDE SLOPES FROM ENDING FLOWLINE OF EXISTING
BOX CULVERTS TO EXISTING TXDOT DITCH, COMPLETE IN PLACE
3. MOBILIZATION FOR CONSTRUCTION OF STORM BOX CULVERTS, COMPLETE IN PLACE
4. 24' RCP STORM SEWER, ALL CUTS. TO INCLUDE BEDDING 8 BACKFILL, COMPLETE IN
PLACE
5. 30' RCP STORM SEWER EQUALIZER PIPE, ALL CUTS, TO INCLUDE BEDDING 8 BACKFILL,
COMPLETE IN PLACE
6. 6'X6' RCB STORM SEWER, TO INCLUDE BEDDING AND BACKFILL, COMPLETE IN PLACE
7. TRENCH SAFETY SYSTEM. ALL DEPTHS, COMPLETE IN PLACE
8, 8' BRICK PLUG FOR 24" STORM SEWER, COMPLETE IN PLACE
9. TYPE "C" MANHOLE TOPS FOR 42' STORM SEWER 8 SMALLER, ALL DEPTHS, TO BE
CONSTRUCTED ON TOP OF 8'X8' RCB STORM SEWER. TIE INTO RCB STEEL, COMPLETE
IN PLACE
10. CONNECT PROPOSED 24' STORM SEWER TO SIDE OF PROPOSED 8'X8' RCB STORM
SEWER WITH CONCRETE COLLAR, COMPLETE IN PLACE
I1 CONNECT PROPOSED 30' STORM SEWER EQUALIZER PIPE TO SIDE OF PROPOSED B'X8'
RCB STORM SEWER WITH CONCRETE COLLAR. COMPLETE IN PLACE
12. CONNECT PROPOSED 8'X8' RCB STORM SEWER TO EXISTING 8'X8' RCB STORM SEWER.
EXPOSE 1B' OF EXISTING BOX REINFORCEMENT AND TIE PROPOSED BOX TO EXISTING
AND CONNECT WITH CONCRETE COLLAR, COMPLETE IN PLACE
13. EXCAVATION, HAULING. AND COMPACTION OF FILL FROM LOWER KIRBY DETENTION
POND TO EXISTING CONVEYANCE DITCH CHANNEL, ON ROAD TRUCKS REQUIRED, AS
INDICATED ON PLANS, COMPLETE IN PLACE
14. INSTALLATION OF CONCRETE HEADWALL WITH PARALLEL WINGS FOR BOX CULVERTS.
PER TXDOT DETAIL (SEE CONSTRUCTION PLAN SHEET 17). COMPLETE IN PLACE
IS REMOVAL AND DISPOSAL OF EXISTING CONCRETE HEADWALL WITH PARALLEL WINGS.
COMPLETE IN PLACE
IS. REMOVAL AND DISPOSAL OF EXISTING BACKSLOPE INTERCEPTOR STRUCTURE,
INCLUDING 24' COMP STORM SEWER, 5' ARTICULATED BLOCK, AND CONCRETE PAO,
COMPLETE IN PLACE
17. DEMUCK AND FILL EXISTING BACKSLOPE SWALES. COMPLETE IN PLACE
18. 5" ARTICULATED BLOCK EROSION CONTROL AT OUTFALL OF 8TX8' RCB STORM SEWER,
COMM F.TE IN PLACE
SUBTOTAL DRAINAGE FACILITIES ITEMS
MISCELLANEOUS ITEMS
1. STORM WATER POLLUTION PREVENTION PLAN COMPLIANCE INCLUDING MAINTAINING
EXISTING FILTER FABRIC FENCE AND STABILIZED CONSTRUCTION EXIT, COMPLETE IN
PLACE
2. STABILIZED CONSTRUCTION EXIT AT LOCATION SHOWN ON PLANS, TO INCLUDE
INSTALLATION AND REMOVAL. (TO BF USED ONLY AT THE WRITTEN DIRECTION OF THE
ENGINEER), COMPLETE IN PLACE
3 FILTER FABRIC FENCE ALONG BOUNDARY BEFORE CONSTRUCTION STARTS, LAS
DIRECTED BY THE ENGINEER), COMPLETE IN PLACE
CONSTRUCTION OF THE SOUTH SPECTRUM PHASE ONE BOX CULVERTS
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
CITY OF PEARLAND
HARRIS COUNTY. TEXAS
AUGUST 7, 2015
LJA ENGINEERING, INC.
S. ROSS
AUGUST 10, 2015
2209 1502 19.21
418 5 CONSTRUCTION COMPANY, INC.
UNIT OIY UNIT COST TOTAL COST
LS 1 $2.50000
IF 1315 512.00
LS I 55,000.00
LF 48 S110.00
I 10 $160.00
I F 2,076 S550.00
I F 2,134 S1.00
EA 4 5400.00
EA 2 51,900.00
EA 4 $1,800.00
EA 6 51,800.00
EA 2 $10,000.00
CY 30,000
$2,500.00
515,780.00
$5,000.00
$5,280.00
S1.600.00
$1,141.800.00
$2,134.00
$1,600.00
$3,800.00
57,200.0(1
010.800 0(1
$20.00.0
513 00 S390 000.00
LS $57,00.00
I S $8,50.0
EA 3 $1.500.0
IF 1,837 $7.00
SY 40 S12500
LS S2,500.00
FA 52 30.00
LF 2.740 51.50
• MATHEMATICAL ERROR Page 4 cl 7
$57,000.00
$8,50.00
$4,50.0
512,859.0
S5.000 00
51,695,353.00
$2,50 00
54.60().0
$4.119.0)
5) MONARCH CIVIL CONSTRUCTORS, LLC
UNIT COST TOTAL COST
56.000.00 S8,000.00
$1100 $14,485.00
Sb.000.03 56.000.00
3104 00 $4,992.00
St 30 Chi 51,390.00
S632 UU 51,312,032.00
SO 40 5853.60
S35000 51,100.00
52,144 00 54,208.00
5400.00
55001X7
54.281 00
51,600.00
S3.000.00
$8,562.00
$7.50 5225.000.00
$80,037.00
59,500.0
$70.0
$80,037 00
$9,500.00
S2.100.0
$6.00 S11,022.00
$103.0
S1,50.00
57.2500
SI.00
54,120.0
51,698,381.80
51,50.00
52,50.0
$2.740.00
BI H CONSTRUCTION COMPANY
UNIT COST TOTAL COST
580,000.(X1 S80,000.00
540.00 552.600 00
525,000.00 525,000.00
5100.00 54.800 00
$200.00 52000.00
5620.00 51,287,120.00
S0.10 S213 40
5500 00 S2.00.00
54.000 00 $8.000.00
5500.00
$800.00
34,000.00
$6.00
570.000 00
S3.500.00
51.00.00
55.00
5150.0
54,000.00
53,00.0
53.0
$2.000.00
$4,800 00
56.000 00
5180,000.00
$70,00.00
$3,500.00
$3,00.00
$9,185.0
56.00.00
S1,748,218.40
54,000.0
56,000.00
58,220.00
FAN F 1886
UP. En07rPin0 ',
04ANt13MPZ00 5714107,3 Low gNLIU SSA S/KIVT VNt Ban CuMm BT es
BID TABULATION FOR:
BID OPENING DATE:
BID OPENING LOCATION:
TABULATION BY:
TABULATION DATE:
LJA JOB NO.
ITEM DESCRIPTION
4. BROADCAST SEEDING, FERTILIZING. AND WATERING OF EXCAVATION AND FILL. AREAS.
ITO BE USED ONLY AT THE WRITTEN DIRECTION OF THE ENGINEER). COMPLETE IN
PLACE
5. TURF ESTABLISHMENT OF DISTURBED SIDE SLOPES ON EXISTING DITCH ON
COMPLETION OF CONSTRUCTION. COMPLETE IN PLACE
6. STAGE II - INLET PROTECTION BARRIER (4 SAND BAGS PER INLET) FOR EXISTING
INI. FTS, COMPLETE IN PLACE
7. CONCRETE TRUCK WASHOUT PIT. INCLUDES MAINTENANCE AND REMOVAL, COMPLETE
IN PLACE
8. ADDITIONAL COST FUN STORM SEWER BEDDING & BACKFILL FOR UNSATISFACTORY
SOIL CONDITIONS, ALL SIZES AND DEPTHS (TO BE USED ONLY AT THE WRITTEN
DIRECTION OF THE ENGINEER). COMPLETE IN PLACE
9. DEWATERING. ALL SIZES S DEPTHS, (TO BE USED ONLY AT THE WRITTEN DIRECTION
OF THE. ENGINEER). COMPLETE IN PLACE
10. EXTRA CEMENT STABILIZED SAND. (TO BE USED ONLY AT THE WRITTEN DIRECTION OF
THE ENGINEER), COMPLETE IN PLACE
I I TEMPORARY TRAFFIC CONTROL FOR ON ROAD TRUCK HAULING OF FILL MATERIAL, FOR
BOX CULVERT CONNECTION. AND FOR HEADWALL REMOVAL, COMPLETE IN PLACE
12. Cl FARING OF EXCAVATION AITFA. TO INCLUDE CHIPPING AND HAULING OF ALL
MATERIAL. COMPLETE IN PLACE
SUBTOTAL MISCELLANEOUS ITEMS
BID SUMMARY
SUBTOTA!. DRAINAGE FACILITIES ITEMS
SUBTOTAL MISCELLANEOUS ITEMS
TOTAL AMOUNT BID
CONSTRUCTION OF THE SOUTH SPECTRUM PHASE ONE BOX CUL VERTS
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
CI I Y Of F'CAHLAND
HARRIS COUNTY, TEXAS
AUGUST 7. 20th
IJA ENGINEERING. INC.
S ROSS
AUGUST 111.2015
2 209-1 502 19.21
1I MEINERS CONSTRUCTION, INC.
21 TRIPLE B SERVICES, L.L P
11NI1 OTY LINT COST TOTAL COST UNIT COST TOTAL COST
AC 2.5 $900.00 $2.250.00 5600.00 $1.500.00
L S 56 500.0() 56,500.00 S3.500.00 53.500.011
FA 2 525.00 55000 $65.00 5130.00
1S 5750.00 $750.00 5850.00 $850.00
LF 500 $15.00 57.500.00 515.00 57.500.00
LF 500 525.00 $12,500.00 52500 512.500.00
C V 200 $20.00 $4,000.00 S20 00 $4.000.00
LS $1,000.00 51.000.00 $15.000.00 515,000.00
AC 25 54.300.00 S10,150.00 55.500.00 513.750.00
554,325.00 $70,518.00
' MATHEMATICAL ERROR Page 3 0l 7
51,511.175 00
554.325 00
51,565,500.00
S1.526.346.35
570,518.00
$1,598.864.35
31 SLACK & CO COMPANY. INC.
UNIT COST
51.824 00
TOTAL COST
S4.560.00
$5.000.00 55.000.00
$150.00 5300.00
5760.00 $760.00
S38.00 519.000.00
525.00 512.500.00
538.00 $7,600.00
S2,000.00 52.000.00
57.028 00 $17,570.00
$77,311.00
S1.554.260 84 ,
S77.311.00
$1,631,671.84 '
PAN P•1391
LJA EVAN. ng
�LANOS201S.'VVV5M0607 'S. LM PAN MD S vh Swcwn PP I Doc Gummy er i.
BID TABULATION FOR-
BID OPENING DATE:
BID OPENING LOCATION:
TABULATION BY:
TABULATION DATE:
LJA JOB NO.
ITEM DESCRIPTION
DRAINAGE FACILITIES ITEMS
I MOBIL IZATION FOR F XISTING DITCH DEMUCKING AND CLEAN OUT, COMPLETE IN PLACE'
'l. DEMUCK EXISTING CONVEYANCE DITCH AND RE-ESTABLISH DITCH AT A 0.05% SLOPE
WITH 6' BOTTOM WIDTH AND 4:1 SIDE SLOPES FROM ENDING FLOWLINE OF EXISTING
BOX CUE VFRTS TO EXISTING TXDOT DITCH. COMPLETE IN PI ACE
3. MOBILIZATION FOR CONSTRUCTION OF STORM BOX CUtVERTS, COMPLETE IN PLACE
4 24' RCP STORM SEWER. ALL CUTS, TO INCLUDE BEDDING 8 BACKFILL . COMPLETE IN
PLACE
5. 30' RCP STORM SEWER EQUALIZER PIPE, ALL CUTS, TO INCLUDE BEDDING 8 BACKFILL.
COMPI ETE IN PLACE
6. 8'X8' RCB STORM SEWER. TO INCLUDE BEDDING AND BACKFILL, COMPLETE IN PLACE
7. TRENCH SAFETY SYSTEM. ALL DEPTHS. COMPLETE IN PLACE
B 8' BRICK P1 UG FOR 24' STORM SEWER, COMPLETE IN PLACE
9. TYPE ti' MANHOLE TOPS FOR 42' STORM SEWER 8 SMALLER, ALL DEPTHS, TO BE
CONSTRUCTED ON TOP OF 8'X8' RCB STORM SEWER. TIE INTO RCB STEEL, COMPLETE
IN PEACE
10 CONNECT PROPOSED 24' STORM SEWER TO SIDE OF PROPOSED 8'X8' ROB STORM
SEWER WITH CONCRETE COLLAR, COMPLETE IN P1. ACE
II. CONNECT PROPOSED 30' STORM SEWER EQUALIZER PIPE TO SIDE OF PROPOSED 8 X8'
RCB STORM SEWER WITH CONCRETE COLLAR. COMPLETE IN PLACE
12. CONNECT PROPOSED 8'X8' HCB STORM SEWER 10 EXISTING 8'X8' HCB ST OHM SEWER.
EXPOSE 18' OF EXISTING BOX REINFORCEMENT AND TIE PROPOSED BOX TO EXISTING
AND CONNECT WITH CONCRETE COI I AR, COMPI FTF IN PLACE
t3. EXCAVATION, HAULING, AND COMPACTION OF FILL FROM LOWER KIRBY DETENTION
POND TO EXISTING CONVEYANCE DITCII CHANNEL.. ON ROAD TRUCKS REQUIRED AS
INDICATED ON PLANS. COMPLETE IN PLACE
14 INSTALLATION OF CONCRETE HEADWALL WITH PARALLEL WINGS F Of 1 BOX CULV E HTS.
PER TXDOT DETAIL (SEE CONSTRUCTION PLAN SHEET t 7), COMPLETE IN PLACE
15. REMOVAL AND DISPOSAL OF EXISTING CONCRETE HEADWALL WITH PARALLEL WINGS.
COMPLETE IN PLACE
16 REMOVAL AND DISPOSAL OF EXISTING RACKSLOPE INTERCEPTOR STRUCTURE.
INCLUDING 24' COMP STORM SEWER, 5' ARTICULATED BLOCK. AND CONCRETE PAD,
COMPLETE IN PLACE
17. DEMUCK AND FILL EXISTING BACKSLOPE SWALE S. COMPLETE IN PLACE
18. 5' ARTICULATED BLOCK EROSION CONTROL AT OUTFALL OF 858' RCB STORM SEWER.
COMPLETE IN PLACE
SUBTOTAL DRAINAGE FACILITIES ITEMS
MISCELLANEOUS ITEMS
I. STORM WATER POLLUTION PREVENTION PLAN COMPLIANCE INCLUDING MAINTAINING
EXISTING FILTER FABRIC FENCE AND STABILIZED CONSTRUCTION EXIT, COMPLETE IN
PLACE
2 STABILIZED CONSTRUCTION EXIT AT LOCATION SHOWN ON PLANS. TO INCLUDE
INSTALLATION ANU REMOVAL, (TO BE USED ONLY Al THE WRIT TEN DIRECTION OF THE
ENGINEER), COMPLETE IN PLACE
3. FILTER FABRIC FENCE ALONG BOUNDARY BEFORE CONSTRUCTION STARTS. (AS
DIRECTED BY THE ENGINEER), COMPLETE IN PLACE
CONSTRUCTION OF THE SOUTH SPECTRUM PHASE ONE BOX CULVERTS
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
CITY OF PFARLAND
HARRIS COUNTY, TEXAS
AUGUST 7, 2015
LJA ENGINEERING, INC
S. ROSS
AUGUST 10, 2015
22091502 19 21
II MEINERS CONSTRUCTION, INC.
UNIT OTY UNIT COST TOTAL COST
L S 1 $15,00.00
LF '315 58.00
1 S I 533.434 0
LE 40 575 0
LF t0 565 0
a 2,076 $600.0
LF 2.134 $1.00
FA 4 5300
EA 2 S1,200
EA 4 530.0
EA
EA
CY 30.000
lS
LS
EA 3
LF
SY 40
LS
EA 2
LF 2.740
1.8337
6 530 0
2 58.50.0
$2.75
$70,00.0
515,00 00
S700 00
51.0
5130.0
$1,600.0
$2,00.0
$1.25
MATHEMATICAL ERROR Page 2 01 7
515,000 00
$10,520.0
S33.434 00
$3,00 0
$650.00
$1.245,60.0
$2,134.0
$1,20.0
S2.40.00
$1,20.0
$1,800.00
S17.000.00
$82,50.0
570,000.0
515.000.00
$2,100.00
S1.837.00
$5,20.0
$1,511.175.0
$1,600.00
$4,00 0
S3.425.0
21 TRIPLE B SERVICES. L. L.P
UNIT COST TOTAI COST
$10,000.00
$13.75
$15,000.00
S125.0
$90.0
$550.00
50.15
5625.0
$3,950.0
$1,90.0
$1.855.0
54,350.0
56.85
S75,00.0
52,050.0
5560.0
55.0
$75.0
51,50.0
$3.50.0
SI 20
$10.0X0.00
$18,081.25
S15,00000
$6,00.0
5900.00
$1.141,80.0
$320 10
$2.50.0
$7,900.00
57,600 00
$11,130 00
$8.700
$205,500.00
$75,000 00
52,050.0
51,680 0
S9,185.0
53.00.0
$1,526,346.35
51,500 00
57,00.0
$3,288 00
31 SLACK 8 CO. COMPANY, INC.
UNIT COST TOTAL COST
510.390.00 510,390.00
$15.00 $19,725.00
S10.390.0 510.390.00
5262.08
$483.0
S548 00
50.50 51,067.0
$10.0 $40.0
$3.413.00 $6,826.00
$125.00 $50.0
$250.00 $1,500.00
$5,380.00 510,760 0
$9.20 5276,00.0
$21,190.0 821,10.0
$21,950.00 $21,950.00
$1,520.0 54,560.0
$5.0 $9,185.0
$128.00 55.120.0
$1,165.0
52.058.0
51.0
512,57284 •
54,830.00
$1,137,648.0
$1,554,280.84 '
$1,165.00
$4,116.00
$2.740.0
FAN F 13x6
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BID TABULATION FOR:
BID OPENING DATE:
BID OPENING LOCATION:
TABULATION BY:
TABULATION DATE
LJA JOB NO.
BIDDER'S NAME
11 MEINERS CONSTRUCTION, INC.
21 TRIPLE B SERVICES, L.L.P
31 SLACK & CO. COMPANY. INC.
4) B 5 CONSTRUCTION COMPANY. INC.
51 MONARCH CIVIL CONSTRUCTORS, LLC
6) R CONSTRUCTION COMPANY
7) C.E. BARKER, LTD,
81 MENADE, INC.
91 CROSTEX CONSTRUCTION, INC.
:JAL ENDAR DAYS 55715
CONSTRUCTION OF Till SOUTH SPECTRUM PHASE ONE BOX CULVERTS
LOWER KIRBY PEARLAND MANAGEMENT DISTRICT
CITY OF PEARLAND
HARRIS COUNTY. TEXAS
AUGUST 7, 2015
WA ENGINEERING. INC.
S. ROSS
AUGUST 10, 2015
2209.1502 19.21
I. James D. 'PThose 51 s6utatwn.r.. narcuy 1nnAy s to Ue uue entl curruct
• MATHEMATICAL ERROR
TOTAL BID
AMOUNT
$1,565,500.00
$1.596,064.35
S1.631.571.64
$1,745,313.00
$1.748,238.60
S1,8t4,077.40
51,994,731.38
$2,114,644.00
52.521.494.50
t*•
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:
i JAMES D. ROSS
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EXHIBIT B
ITEMS ELIGIBLE REIMBURSTMENT: DRAINAGE
6
Detention:
Tool -
Flo
Amerl ux
Kirby Ditch - Lateral #1
TxDOT Ditch
Phase I Detention Constuction
Road Projects:
Hooper Road
N. Spectrum Blvd (Developer)
Futre N. Spectrum Blvd
Future S. Spectrum Blvd.
Future Promenade Shops Dr.
Detention
Pond
EXHIBIT A
AERIAL - IMPROVEMENTS
RESPONSIVE RESULTS -ORIENTED TRUST -BUILDERS ACCOUNTABLE
City of Pearland
3519 Liberty Drive
Pearland, Texas 77581
Tel: 281.652.1600
www.pearlandtx.gov
1 hereby acknowledge receipt of Chapter 5, Section 5.12, Breastmilk
Expression.
The listed policy supersedes any previous version of the policies.
I understand that continuing employment with the City of Pearland constitutes
acceptance of these and all other City Policies.
NAME PRINTED - LEGIBLE
SIGNATURE
DATE
LJA Engineering, Inc.
2929 Bnarpark Dnve
Suite 600
Houston Texas 77042
TBPE Nc F•1386
Phone 713 953 5200
Fax 713 953 5026
www Ilaengmeenng corn
TBPLS Nc 10110501
IA
July 14, 2015 PROPOSAL
Mr. Ron Dagley - President
Lower Kirby Pearland Management District
c/o Allen Boone Humphries Robinson LLP
Phoenix Tower
3200 Southwest Freeway, Suite 2600
Houston, Texas 77027
Re: South Spectrum Phase I — Box Culverts
City of Pearland, Texas
LJA Proposal No. 15-00974
Dear Mr. Dagley:
LJA Engineering, Inc. (LJA) is pleased to submit this proposal for the following services for the South
Spectrum Phase 1 — Box Culverts in accordance with the terms and conditions set forth in the
Engineering Services Agreement dated, February 6, 2014.
SCOPE OF SERVICES
Phase Description FEE
Basic Services for Design and Construction Administration
402 Preliminary Design ($ 1,327,534 x 7.3% x 25%)
403 Final Design ($ 1,327,534 x 7.3% x 50%)
410 Approvals ($ 1,327,534 x 7.3% x 10%)
411 Bidding or Negotiation ($ 1,327,534 x 7.3% x 5%)
412 Construction Phase ($ 1,327,534 x 7.3% x 10%)
Surveying
205 Design Survey (2.0% of Const. Cost)
208 Control Staking (1.0% of Const. Cost)
409 Project Representative (3.5% of Const. Cost)
Additional Services
413 Storm Water Pollution Prevention Plan
414 Geotechnical Study
415 Construction Testing Services
416 Environmental Services
Z99 Reimbursable Expenses (Estimated)
TOTAL
$ 24,227
$ 48,454
$ 9,690
$ 4,845
$ 9,690
$ 26,551
$ 13,275
$ 46,464
$ 5,000
$ 10,000
$ 15,000
$ 1,100
$ 5,000
$ 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:\PROPOSAL\2015\Lower Kirby\PED\15-00974 South Spectrum Phase I doc
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,
9 �-
James D. Ross, PE
Vice President
JDR/ew
O:\PROPOSAL\2015\Lower Kirby\PED\15-00974 South Spectrum Phase I.doc
EXHIBIT B
LJA Engineering, Inc.
2929 8narpa rk Dove
Suite 600
Houston. Texas 77042
TBPE NQ F-1366
July 21, 2015
Phone 713 953 5200
Fax 713 953 5026
mvw 1laengineenng com
TDPLS Ns 10110501
Mr. Skipper Jones
Assistant Director of Capitol Projects
City of Pearland
3523 Liberty Drive
Pearland, Texas 77581
Re: Preliminary Engineering Report
South Spectrum Boulevard
From Kirby Drive to Existing South Spectrum Boulevard
Water, Sanitary Sewer, and Drainage Facilities and Paving
City of Pearland, Texas
LJA Proposal No. 15-00936
Dear Mr. Jones:
IA
PROPOSAL
LJA Engineering, Inc. (LJA) is pleased to submit this proposal for the following services for the
Preliminary Engineering Report to Serve South Spectrum Boulevard in accordance with the terms
and conditions set forth in the Contract for Professional Services.
SCOPE OF SERVICES
See Attached Exhibit A.
COMPENSATION
Phase Description
402 Preliminary Phase Services
Surveying
202 Abstract of Parcels with Map/Metes and Bounds/Boundary Verification
205 Topographic Survey
414 Geotechnical Study
Environmental Services
416 Wetland Delineation
419 Limited Phase 1 Site Assessment
420 USACE Nationwide Permit (If Required)
403 Drainage Study Report
404 Construction Drawings ($5,549,300 x 6.3%* x 30%)
405 Preliminary Construction Cost Estimate
406 Preliminary Engineering Report
Z99 Reimbursable Expenses (Estimated and Not to Exceed)
TOTAL
'TSPE curve of compensation
FEE
$ 5,000
$ 25,000
$ 24,000
$ 11,660
$ 4,950
$ 3,355
$ 15,290
$ 5,000
$ 104,882
$ 5,000
$ 5,000
$ 5,000
$ 214,137
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 printing, mileage, etc. This
proposal does not include Platting, Landscaping, or Right-of-Way/Easement acquisition services.
O:\PROPOSAL\2015\Lower Kirby \PED115-00936 S Spectrum Road Pay pro.doc
Mr. Skipper Jones
July 21, 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, ACCEPTED FOR:
CITY OF PEARLAND
James D. Ross, PE
Vice President
JDR/ew
By:
Name:
Title:
Date:
O:\PROPOSAL\2015\Lower Kirby\PED\15-00936 S Spectrum Road Pay pro.doc
EXHIBIT A
TRANSPORTATION SCOPE OF SERVICES
FOR
South Spectrum Boulevard
Preliminary Engineering Report
Design
1 of 4 D6 Revised 1 12
BASIC SERVICES: The Consultant shall render the following professional
engineering services to the OWNER in connection with the construction of the
Project.
1. Preliminary Phase Services
a. Attend regular meetings with City and external agencies including
County, State & Federal entities, as required, to identify, solicit, and
develop pertinent & critical information sources.
b. Gather City's existing information.
c. Provide or Procure additional information as required from
i. Existing surveys, base plans, past and present studies
ii. Geotechnical Consultants
iii. Environmental Consultants
iv. Record drawing and/or As-Builts information from previously
constructed utilities
2. Prepare Preliminary Engineering Report (PER)
a. Submit Draft report containing:
I. Executive Summary & Design Recommendation
ii. Review of Design Alternatives
iii. Proposed Construction methodology and method
iv. Alignment & Topographic Surveys in performed accordance
with City Standards
v. Draft Geotechnical report with bore location logs & pavement
design recommendations
vi. Draft environmental study consisting of:
1. Phase 1 site assessment
a) Include recommendation for additional studies
if required
2. Drainage Study Report
Design
2 of 4 D6 Revised 1:12
a) Include analysis of pre -developed and
developed conditions in conformance with City
standards
b) Include possible sub -drainage scenarios for
area
3. Preliminary Jurisdictional Wetlands Determination
and if required:
a) a Delineation
b) schedule USAGE verification
c) Preliminary Mitigation plan
d) Endangerod Species study -92—
o) Cultural Resources study
vii. Prepare 30% construction drawings incorporating
1. Metes & bounds and topographic surveys
2. Right of Way/Easement parcel map
a) individual exhibits to be provided in Final
Design phase
viii Drainage Area maps with:
1. Developed area flow calculations
2. A preliminary Drainage Design in accordance with the
City, BDD4, and/or HCFCD as applicable
requirements
ix. Preliminary Horizontal & Vertical Alignment in Plan & Profile
format
x. Preliminary parcel map, including:
1. Existing easements & right of way
2. Proposed easements & right of way
3. Parcel owner's information
4. Existing surface and below surface permanent
improvements within 25' of existing and/or proposed
ROW
Design
3 of4 D6 Revised 1 12
xi. Develop a Utility Conflict List
1. Identify utility owners & notify utilities in writing
xii. Prepare an Engineer's Preliminary Estimate of construction
cost
xiii. Provide written responses to City review comments
1. Prepare written responses to City's review comments
2. Make revisions to report & resubmit for Final approval
when all comments are addressed
xiv. Attend monthly progress/update meetings
xv. Submit Final Report
4of4 D6. Revised 1/12