Villages of CC 6-CS 950110 TIPTON ENGINEERING, INC.
ENGINEERING * SURVEYING · PLANNING 4040
633O Belt Line Road · SuiteC · Garland, Texas 75043 · (214)226-2967 · FAX 226-1946
January 10, 1995
Mr. Michael Martin
CITY OF COPPELL
255 Parkway Blvd.
Coppell, Texas 75019
RE: VILLAGE AT COTTONWOOD CREEK VI
COPPELL, TEXAS
Dear Mr. Martin:
Based upon the enclosed copy of the construction contracts, we calculate the inspection fee for
the above referenced project to be as follows:
Paving $837,326.00
Utilities $742,511.60
Total Contract $1,579,837.60
Inspection Fee ($1,579,837.60 x 2%) $31,596.75
If you have any questions or if we can be of any further assistance, please do not hesitate to
contact our office.
Sincerely,
TIFYON ENGINEERING, INC.
David Tipton
Enclosure
SECTION P (Continued)
Item Desc.r,,iption Unit O~.t~L Price Amount
....... ~.-':-.-:~.~c: :,~¢,v,v~x~=~~g ,.~!:-;~, ;......:..:,.._..~..........~ ........ ~ ......................... ,,,,,......,....,,,. ...............
......... t,,...,r,~....,~:~::,,~t~'~'~x~t~,~c~,'t~'~.,~'~'~';r~ .. :...; ::: ....... '.'~:.i....' .... ' ..... i ....... :......: ...... i ..................
l. 6"-3000 PSI Reinf Conc (28' Street) SY 31,140 14.15 440,631.00
Fourteen DOLLARS
Fifteen cents
per square yard
2. 6"-4"-6" 3600 PSI Reinf Conc SY 11,630 16.50 191,895.00
Alley (10' EE)
Sixteen DOLLARS
Fifty cents
per square yard
3. 6" Lime Stabilized Subgrade SY 47,320 0.80 37,856.00
Zero D~.~S
Eighty cents
per square yard
4. Hydrated Lime TNS 640 74.00 47,360.00
Seventy Four DOLLARS
No cents
per ton
5. Saw Cut & Remove 18" Exis~g Pavement LF 1,209 8.00 9,67Z00
Eight DO~S
No cents
per linear foot
6. Connect to Existing Pavement LF 1,209 3.00 3,627.00
Three DOLLARS
No cents
per linear foot
P-4 of 7
SECTION P (Continued)
Item Description Unit QW Price Amount
7. 5' Sidewalk SF 13,650 1.90 25,935.00
One DOLLAR
Ninety cents
per square foot
8. Barrier Free Ramp EA 36 400.00 14,4(X).00
Four Hundred DOLLARS
No cents
per each
9. Erosion Control LF 1,500 1.50 2,250.00
One DOLLAR
Fifty cents
per linear foot
10. Construct Median Nose LS 1 500.00 500.00
Five Hundred DOLl_ARS
No cents
per lump sum
11. Left Turn Lane EA 4 8,500.00 34,000.00
Ei~at Thousand Five Hundred DOLLARS
No cents
per each
12. Seed Parkways LS 1 6,400.00 6,400.00
Six Thousand Four Hundred DOLLARS
No cents
per lump sum
P-5of7
SECTION P (Continued)
Item Description Unit Qtv Price ?,mount
................................ ' .............. ' ........... ; ................ .'. . . . '. ; . . .-. ~T ~-,~,~,~;; E. . , ~ - . . ;. :'~ . ~ :' ~f E E .................. ; X . . . . Z . . . . . . Y. . . E IE : . . Z ~. .~. . . . . L . . ~ ............ IM._... ............. .'~1[....~ ....... .l.~Jllllllllll~l
1;3. 8' Hike and Bike Trail SF 12,000 1.90 22,800.00
One DOLLAR
Ninety cents
per square foot
14. Lot Benching (After Paving) EA 183 25.00 4,575.00
Twenty Five DOLLARS
No cents
per each
TOTAL I 841,901.001
TOTAL MATERIALS ] 505,140.601
TOTAL LABOR I 336,760.401
P-6 of 7
SECTION P (Continued)
6. BIDDER acknowledges that the quantities indicated in the previous schedule are not
guaranteed and may be changed to conform with the Work. BIDDER has read paragraph
9.10.2 of the Supplementary Conditions and understands that the quantities shown in the
previous schedule and as modified by change order will be the actual quantities paid by the
OWNER for the completion of the work.
7. BIDDER agrees that the Work will be completed within forty five ¢4S) working days for
the paving from the date when the contract time commences to run.
8. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event
of failure to complete the work on time.
9. The terms used in this Bid which are defined in the General Conditions of the
Construction Contract included as part of the Contract Documents have the meanings
assigned to them in the General Conditions.
Respectfully submitted,
GLENN THURMAN, INC.
..........
P.O. Box 850842
Mesquite, TX 75185-0842
Submitted by: GLENN THURMAN, INC.
Doing Business as GLENN THURMAN, INC.
Communication concerning this Bid should be directed to the attention of Jamey ButcheR.
P-7 of 7
SECTION A
AGREEMENT
SECTION A
AGREEMENT
BETWEEN OWNER AND CONTRACTOR
THIS AGREEMENT is dated as of the of , 1994, by and
between JIM SOWELL CONSTRUCTION CO., INC., (hereinafter called OWNER), and
GLENN THURMAN, INC. (hereinafter called CONTRACTOR).
OWNER AND CONTRACTOR, in consideration of the mutual covenants hereinafter set forth,
agree as follows;
Article 1. WORK
CONTRACTOR shall complete all Work as specified or indicated in'the Contract Documents.
The Work is generally described as follows;
PAVING IMPROVEMENTS
The Project for which the Work under the Contract Documents may be the whole or only a part
is generally described as follows:
DEVELOPMENT PLANS - VILLAGES AT COTTONWOOD CREEK - PHASE VI
COPPELL, TEXAS
Article 2. ENGINEER
The Project ~ been designed by TIPTON ENGINEERING, INC., who is hereinafter called
ENGINEER and who is to act as OWNER'S representative, assume all duties and
responsibilities and have the fights and authority assigned to ENGINEER in the Contract
Documents in connection with the completion of the Work in Accordance with the Contract
Documents.
Article 3. CONTRACT TIME
3.1 The work will be completed and ready for final payment in accordance with
paragraph 14.13 of the General Conditions within forty five ~4b') working days from the
date indicated in the Notice to Proceed or when the contract time commences to nm as
provided in paragraph 2.3 of the General Conditions, and will be substantially completed
within the same number of days.
A-I of 6
SI~CTION A (Continued)
Article 3. CONTRACT TIME (Continued)
3.2 Liquidated Dnmnges. OWNER AND CONTRACTOR recognize that the time is
of the essence of this Agreement and OWNER will suffer financial loss if the Work is
not completed within the times specified in paragraph 3.1 above, plus any extensions
thereof allowed in accordance with Article 12 of the General Conditions. They also
recognize the delays, expense and difficulties involved improving in a legal or arbitration
proceeding the actual loss suffered by OWNER if the Work is not completed on time.
Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree
that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay
OWNER $500 for each day that expires after the time specified in paragraph 3.1 when
the Work is approved and ready for final payment.
Article 4. CONTRACT PRICE
4.1 OWNER shall pay CONTRACTOR for completion 6f the Work on a Unit Price
Work Basis in accordance with the Contract Documents in current funds based on the
contract the sum of which is $841,901.00, quantities and unit prices stated in the
proposal or as modified by change order.
Article 5. PAYMENT PROCEDURES
CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the
General Conditions. Application for Payment will be processed by ENGINEER as provided in
the General= Conditions. The Contractor's application for payment' shall consist of an itemized
list, according to the proposal items of the work performed for th~ month and the total work
completed on the job.
5.1 . Progress Payments. OWNER shall make progress payments on account of the
Contract Price on the basis of CONTRACTOR'S Applications for Payment as
recommended by ENGINEER, on or about the fifteenth (15th) day of each month during
construction. All progress payments will be on the basis of the unit process stated in the
proposal and the completed units of work as deterrnined by ENGINEER minus ten
percent (10%) retainage to be held by OWNER until final payment but, in each case, less
the aggregate of payments previously made and less such amounts as ENGINEER shall
determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General
Conditions.
A-2 of 6
SECTION A (Continued)
5.2 ' Final Payment. Upon final completion and acceptance of the Work in accordance
with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the
Contract Price as recommended by ENGINEER as provided in said paragraph 14.13.
Article 6. INTEREST
All monies not paid when due as provided in Article 14 of the General Conditions shall bear
interest at the maximum rate allowed by law at the place of the Project.
Article 7. CONTRACTOR'S REPRESENTATIONS
In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following
representations:
7.1 CONTRACTOR has familiarized itself with the naturb and extent of the Contract
Documents, Work, site, locality, and all local conditions and Laws and Regulations that
in any manner may affect cost, progress, performance or finishing of the Work.
7.2 CONTRACTOR has studied carefully all reports of explorations and tests of
subsurface conditions and drawings of physical conditions which are identified in the
Supplementary Conditions as provided in paragraph 4.2 of the General Conditions, and
accepts the determination set forth in paragraph SC-4.2 of the Supplementary Conditions
of the extent of the technical data contained in such reports and drawings upon which
CONTRACTOR is entitled to rely.
7.3 CONTRACTOR has obtained and carefully studied (or assumes responsibility for
obtaining and carefully studying) all such examination, investigations, explorations, tests,
reports and studies (in addition to or to supplement those referred to in paragraph 7.2
above) which pertain to the subsurface or physical conditions at or contiguous to the site
or otherwise may affect the cost, progress, performance or t-mishing of the Work as
CONTRACTOR considers necessary for the performance, or furnishing of the Work at
A-3 of 6
Article 7. CONTRACTOR'S REPRESENTATIONS (Continued)
the Contract Price, within the Contract Time and in accordance with the other terms and
conditions of the Contract Documents, including specifically the provisions of paragraph
4.2 of the General Conditions; and no additional examinations, investigations,
explorations, tests, reports, studies or similar information or data are or will be required
by CONTRACTOR for such purposes.
7.4 CONTRACTOR has reviewed and checked all information and data shown or
indicated on the Contract Documents with respect to existing Underground Facilities at
or contiguous to the site and assumes responsibility for the accurate location of said
Underground Facilities. No additional examinations, investigations, explorations, tests,
reports, studies or similar information or data in respect of said Underground Facilities
are or will be required by CONTRACTOR in order to perform and furnish the Work at
the Contract Price, within the Contract Time and in accordance with the other terms and
conditions of the Contract Documents, including specifically the provisions of paragraph
4.3 of the General Conditions.
7.5 CONTRACTOR has correlated the results of all such observations, examinations,
investigations, explorations, tests, reports and studies with the terms and conditions of
the Contract Documents.
7.6 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or
discrepancies that he has discovered in the Contract Documents and the written resolution
thereof by ENGINEER is acceptable to CONTRACTOR.
Article 8. CQNTRACT DOCUMENTS
The Contract Documents which comprise the entire agreement between OWNER and
CONTRACTOR concerning the Work consists of the following;
8.1 This Agreement (pages A-1 through A-6, inclusive).
8.2 Notice of Award.
8.3 CONTRACTOR'S Proposal (pages P-1 through P-7, inclusive).
8.4 General Conditions (pages GC-1 through C-C-32, inclusive).
A-4 of 6
Article 8. CONTRACT DOCUMENTS (Continued)
8.5 Supplementary Conditions (pages SC-1 through SC-8, inclusive).
8.6 General Requirements (pages GR-1 through GR-9, inclusive).
8.7 Specifications bearing the title Standard Specifications for Public Works
Construction, North Central Texas, "Development Plans for VILLAGES AT
COTTONWOOD CREEK - SECTION VI" and sheets numbered _1 through 23,
inclusive. A set of drawings is not attached to the signed contract documents but may
be obtained from the Engineer.
8.8 Drawings, consisting of 23 sheets bearing the .title "Development Plans,
VILLAGES AT COTTONWOOD CREEK - SECTION VI". A set of drawings is not
attached to the signed contract documents but may be obtained from the Engineer.
8.9 Performance and other Bonds, identified as Section PB arid consisting of__
pages.
There are no Contract Documents other than those listed above in this Article 8. The
Contract Documents may only be amended, modified or supplemented as provided in paragraphs
3.4 and 3.5 of the General Conditions.
Article 9. MISCELLANEOUS
9.1 Terms used in this Agreement which arc defined in Article 1 of the General
Conditions will have the meanings indicated in the General Conditions.
9.2 No assignment by a party hereto of any rights under or interests in the Contract
Documents will be binding on another party hereto without the written consent of the
party sought to be bound, and specifically but without limitation monies that may become
due and monies that are due may not be assigned without such con.sent (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 the Contract Documents.
A-5 of 6
SECTION A (Continued)
9.3 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and
legal representatives to the other party hereto, its partners, successors, assigns and legal
representatives in respect of all covenants, agreements and obligations contained in the
Contract Documents.
IN W1TNF.,~, WItEREOF, OWNER AND CONTRACTOR have signed five copies of this
Agreement. Two counterparts each have been delivered to OWNER and CONTRACTOR, and
one counterpart has been delivered to ENGINEER. All portions of the Contract Documents
have been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their
behalf.
This Agreement will be effective on/~]/~. /~7'?J-- , 1994.
JIM SOWELL CONSTRUCTION CO., INC. GLENN THURMAN, INC. iii ~i
BY: BY:
3131 McKin~e¥ - Suite 200 P.O. Box 850842
Dallas, TX 75204 Mesquite, TX ?$185-0842
Attn: ARm
Attest: Attest:
A-6 of 6
SECTION P (Continued)
Item .D...e. ~r...ip ti...o.,n .......... Unit ....... _o....ty .. Pric~e ..... _A__.._m.__.q_U. n.t
WATER MAINS:
1. 8" Water Line LF 9,100 11.75 106,925.00
Eleven DOLLARS
Seventy Five cents
per linear foot
2. 6" Water Line LF 150 11.50 1,725.00
Eleven DOLLARS
Fifty cents
per linear foot
3. 8" Valve EA 27 400.00 10,800.00
Four Hundred DOLLARS
No cents
per each
4. 6" Valve EA 15 300.00 4,500.00
Three Hundred DOLLARS
No cents
per each
5. 2" Blowoif Valve EA 3 1,000.00 3,000.00
One Thousand DOLLARS
No cents
per each
P-4 of 16
SECTION P (Continued)
Item. .D_..e..S. crip~ti0..n. .... _U/___n...it_ ........ _O...t~: ...... Price Amount
WATER MAINS (cont...)
6. 12"x8" Tapping Sleeve EA 7 2,000.00 14,000~00
Two Thousand DOLLARS
No cents
per each
7. Fire Hydrants EA 15 1,100.00 16,500.00
One Thousand One Hundred DOLLARS
No cents ~
per each
8. 1" Service EA 183 275.00 50,$25.00
Two Hundred Seventy Five DOLLARS
No cents
per each
9. Meter Box EA 183 50.00 9,150.00
Fif~ DOLLARS
No cents
per each
10. Cast Iron Fittings TNS 5 2,300.00 11,500.00
Two Thousand Three Hundred DOLLARS
No cents
per ton
P-5 of 16
SECTION P (Continued)
lte_m___. ..D...cscriotioa Unit ot~ Price Amount
11. Concrete Blocking CY 18 65.00 1,170.00
Sixty Five DOLLARS
No cents
per cubic yard
12. Connect to Existing EA 7 400.00 2,800.00
Four Hundred DOLLARS
No cents
per each
13. Trench Safety LF 9,250 0.25 2,312.50
Zero DOLLARS
Twenty Five cents
per linear foot
14. Water Test EA 1 8,000.00 8,000.00
Eight Thousand DOLLARS
No cents
per each
TOTAL WATER 242,707.50 J
P-6 of 16
SECTION P (Continued)
Item Description Unit Ot~ Price .Amount
................................................... " ....... " .................................................... ." ~i ...... .... ~ ~'~- -~t~: ...........................
SANITARY SEWER:
1. 12" Sewer Line LF 910 13.00 11,830.00
Thirteen DOLLARS
No cents
per linear foot
2. 8" Sewer Line LF 8,537 10.95 93,480.15
Ten DOLLARS
Ninety Five cents
per linear foot '
3. 4' Dia Manhole EA 27 1,550.00 41,850.00
One Thousand Five Hundred Fifty DOLLARS
No cents
per each
4. 4' Dia Manhole w/Drop Connection EA 3 1,875.00' 5,625.00
One Thousand Eight Hundred Seventy Five DOLLARS
No cents
per each
5. Remove Existing Manhole EA 1 500.00 500.00
Five Hundred DOLLARS
No cents
per each
P-7 of 16
SECTION P (Continued)
Item De sc..r..ip.t..i...o....n. Un_i.t . _o....t,~ ...................... .p....r..i...c..e. ............. ~..o....u....n..t..'
SANITARY SEWER (cont...):
6. Remove Existing Sanitary Sewer LF 620 5.00 3,100.00
Five DOLLARS
No cents
per linear foot
7. Cleanout EA I 450.00 450.00
Four Hundred Fifty DOLLARS
No cents
per each
8. Connect to Existing EA 5 400.00 2,000.00
Four Hundred DOLLARS
No cents
per each
9. 4" Service EA 183 265.00 48,495.00
Two Hundred sixty Five DOLLARS
No cents
per each
10. Trench Safety LF 9,44'/ 0.30 2,834.10
Zero DOLLARS
Thirty cents
per linear foot
P-8 of 16
SECTION P (Continued)
Item Descr.ipti .0n. ............ Unit ~ Price Amount
SANITARY SEWER (cont...):
11. Sewer Test EA 1 14,000. 00 14,000. 00
Fourteen Thousand DOLLARS
No cents
per each
12. Concrete Encasement LF 300 19.00 5,700.00
Nineteen DOLLARS
No cents
per linear foot '
TOTAL SANITARY SEWER 229,864.25 [
STORM SEWER:
1. Remove Existing Inlet EA I 750.00 750.00
Seven Hundred Fifty DOLLARS
No cents
per each
2. Remove Existing 90" RCP LF 310 24.00 7,440.00
Twenty Four DOLLARS
No cents
per linear foot
P-9 of 16
SECTION P (Continued)
STORM SEWER (cont...)
3. Remove Existing 78" RCP LF 14 22.00 308.00
Twenty Two DOLLARS
No cents
per linear foot
4. Type "B" Headwall (42") EA 1 1,600.00 1,600.00
One Thousand Six Hundred DOLLARS .
No cents
per each
5. Type "B" Headwall (18") EA 1 900.00 900.00
Nine Hundred DOLLARS
No cents
per each
6. 12' Inlet EA 2 2,400.00 4,800.00
Two Thousand Four Hundred DOLLARS
No cents
per each
7. 10' Inlet w/10' Curb EA 4 2,450.00 9,800.00
Two Thousand Four Hundred Fifty DOLLARS
No cents
per each
P-lO of 16
SECTION P (Continued)
STORM SEWER (cont...)
8. 10' Inlet EA 20 1,900.00 38,000.00
One Thousand Nine Hundred DOLLARS
No cents
per each
9. 8" Inlet EA 2 1,675.00 3,350.00
One Thousand Six Hundred Seventy Five DOLLARS
No cents
per each ·
10. 90" Class III RCP LF 365 220.00 80,300.00
Two Hundred Twenty DOLLARS
No cents
per linear foot
11. 42" Class III RCP LF 174 $5.50 9,657.00
Fifty Five DOLLARS
Fifty cents
per linear foot
12. 36" Chss III RCP LF 306 51.00 15,606.00
Fifty One DOLLARS
No cents
per linear foot
P-11 of 16
SECTION P (Continued)
STORM SEWER (cont...)
13. 33" Class III RCP LF 18 49.00 882.00
Forty Nine DOLLARS
No cents
per linear foot
14. 30" Class III RCP LF 36 39.00 1,404.00
Th/rty Nine DOLLARS
No cents
per linear foot ~
15. 27" Class III RCP LF 630 31.00 19,530.00
Thirty One DOLLARS
No cents
per linear foot
16. 24" Class III RCP LF $82 27.00 10,314.00
Twenty Seven DOLLARS
No cents
per linear foot
17. 21" Class III RCP LF 1,145 22.50 25,762.50
Twenty Two DOLLARS
Fifty cents
per linear foot
P-12 of 16
SECTION P (Continued)
Item Description Unit Ot~ Price Amount
STORM SEWER (cont...)
18. 18" Class III RCP LF 515 21.00 10,815.00
Twenty One DOLLARS
No cents
per linear foot
19. Connect to Existing Inlet EA 3 475.00 1,425.00
Four Hundred Seventy Five DOLLARS
No cents '
per each
20. Connect to Existing RCP EA 10 400.00 4,000.00
Four Hundred DOLLARS
No cents
per each
21. Wye Connections EA 17 300.00 5,100.00
Three Hundred DOLLARS
No cents
per each
22. Concrete Rip Rap SY 30 45.00 1,350.00
Forty Five DOLLARS
No cents
per square yard
P-13 of 16
SECTION P (Continued)
!t¢_.m._ .D....esc.r..ip.t..i...o..n. ...................... Unit ................ ~ ........ ,,-- Price Amount
STORM SEWER (cont...)
22. Erosion Control LS i 1,200.00 1,200.00
One Thousand Two Hundred DOLLARS
No cents
per lump sum
23. Trench Safety LF 3,561 0.35 1,246.35
Zero DOLLARS
Thirty Five cents
per linear foot ,
24. Relocate Inlet EA 1 2,100.00 2,100.00
Two Thousand One Hundred DOLLARS
No cents
per each
25. Junction Box (10'xl0') EA 1 6,700.00 6,700.00
Six Thousand Seven Hundred DOLLARS
No cents
per each
26. Type "B" Headwall (90" Dia) EA 1 5,600.00 5,600.00
Modified to 3-1 Slope
Five Thousand Six Hundred DOLLARS
No cents
per each
P-14 of 16
SECTION P (Continued)
NOTE: IF 90' DIA RCP CAN BE REMOVED AND PIPE CAN BE REUSED,
A UNIT PRICE OF $70.00/LF WILL BE CHARGED
TOTAL STORM SEWER [269,939.85
TOTAL UTILITIES [742,511.60
TOTAL MATERIALS I445,506.96
TOTAL LABOR ]297,004.64-t
P-15 of 16
SECTION P (CONTINUED):
6. BIDDER acknowledges that the quantities indicated in the previous schedule are not
guaranteed and may be changed to conform with the Work. BIDDER has read paragraph 9.10.2
of the Supplementary Conditions and understands that the quantities shown in the previous
schedule and as modified by change order will be the actual quantities paid by the OWNER for
the completion of the work.
7. BIDDER agrees that the Work will be completed within fifty(50} working days from the
date when the contract time commences to run.
8. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of
failure to complete the work on time.
9. The terms used in this Bid which are defined in the General Conditions of the Construction
Contract included as part of the Contract Documents have the meaoiogs assigned to them in the
General Conditions.
Respectfully Submitted,
LEGEND CONSTRUCTION, INC.,
EULESS, TX 76039.-0606
(817) 267-0828 :
By: DAVID G. CHANEY
Title: VICE PRESIDENT
Submitted by: LEGEND CONSTRUCTION, INC.
Doing Business as LEGEND CONSTRUCTION, INC.
Communication concerning this Bid should be directed to the attention of DAVID CHANEY.
P-16 of 16