SS9402C-CS 960718Mr. Doug Bisballe, Vice President
Pate Brothers Construction, Inc.
780 West Mansfield Hwy.
Kennedale, Texas 76060
P.O. Box 478
Coppell, Texas 75019
214-462-0022
July 18, 1996
RE: Bethel Road Sanitary Sewer Project SS 94-02C
Dear Doug,
In response to your letter dated July 11, 1996, I submit the following:
Grapevine IV and Bethel Road is all one project. The only section that is fmaled is from
Freeport Parkway, Sta. 42+52 to the west to Sta. 74+72 or 3,220' minus 500' as agreed upon,
a total of 2720' of 10" PVC. This final includes all items associated with that 2720', plus
$4,000.00, a previously agreed upon amount that allowed for the accept_ance of that section of
the project as completed. Of the 2720' of pipe, 200' is 0'-10' bury and 2520' is 10'-15' bury
according to the cutsheet and plans. There are manholes at Stations 47+27, 52+22, 57+16,
61 +54, 63 +66, 68 +32, 72 + 86 and 74 +72 (eight manholes, seven 4' and one 4' drop). There
was one C.O. abandoned at Sta. 46 + 80. Also, included is 2720' of trench safety and 43 % of
traffic control.
Bethel Road Sta. 0-08 to Sta 42+52, includes 12" from 0-08 to 0+40 (48') from 1+62 to
35+40 (3378) for a total of 3426', and 10" from Sta. 35+40 to 42+52 or 712'. Enclosed for
your review is a breakout of these items on our standard estimate form. I hope this information
is helpful.
I acknowledge that a walk thru has been done on the section from Sta. 0-08 to Sta. 42+52 and
a punch list was generated. However, not all the items on the punch list have been resolved.
Once all the punch list items are resolved, that portion will be considered to be complete, but
the retainage will not be released until Grapevine IV is completed and accepted. I would like
to also take this opportunity to inform you that the pavement over the ditch line is continuing
to settle in some areas.
After you have had time to review this information and compare these quantities with yours, I
will be happy to discuss any differences with you. I am including for your execution a change
order for the extra depth sewer installation and for the extended traffic control. In the
meantime, if you have any questions please give me a call at (214) 304-3685.
Construction Inspector
CITY OF COPPELL
P.O. BOX 478
COPPELL, TEXAS 75019
Quantities total up to
Pay Estimate No. 4
Pr0|ect: Bethel Rd. S/S lmgrovements
Sta 42+52 to Sta 74+72
FUnd: 21
Original Contract Amount:
Plus Change Orders: N/A
Value of Work to Date:
I~m UNIT
No. DESCRIPTION OF
MEASURE
1 6' Cl.50 D.i. Pipe LF
2 8' C1.50 D.!. Pipe LF
3 8' PVC (0'-i0' depth) LF
4 8' PVC (lO'M5' depth) LF
5-6 NA
7 10' PVC (0'-10' depth) LF
8 10' PVC (10'-15' depth) LF
9 12' PVC (0~-5' depth) LF
10 12' PVC (5~-10' depth) LF
11 12' PVC (10'-15' depth) LF
12-18 NA
19 Standard 4' MH EA
20 Standard 5' MH EA
21 NA
22 4' Drop MH EA
3 5' Drop MH EA
24 NA
25 5' Type'S' MH EA
26 Siphon Structure EA
27 20" Dry Bm LF
28 20~ C~s}ng LF
Period: 4-1 _ot~ tn ~_~ ~ _on
Contractor: pnt~ Rrnth~.r~ (Tnnetrnetlnn Iht_
Address: 7aC~ W M:met'i~lcl l-Iwy
Original Contract Time: 1 $n ~n
With Adjustments: NA
Time Charged to Date: NA
UNIT ORIGINAL QUAN'ITYY VALUI~ OF
PRICE ESTIMATED COMPLI~-I'~ COMP~
BID QUAN'ITrY TO DAT~ WORK
30.04 110 4}-
34.99 110 -0-
45.80 13 4}-
45.80 5 4}-
22.84 2314 200
24.65 1648 2520
27.44 15 4}-
23.02 892 -0-
24.49 2477 4}-
2,031.31 13 7
2,859.76 2 4}-
2,904.83 4 1
3,898.08 1 4}-
2,892.29 1 -0-
16,168.70 1 -0-
575.11 15 4}-
22.55 15 4}-
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Periodical Estimate No. Sta 42+52 to Sta 74+72 Period:
Project: gg oa-a~c
ITEM UNIT UNIT
NO. DESCRIPTION OF PRICE
MEASURE BID
29 Abaondon existing MH EA 405.96
30 Abaondon existing CO EA 101.49
31 6" CI 'B' Embedment LF 16.01
32-35 NA
36 R&R 6" Rip Rap SY 84.33
37 Replace Landscaping LS 6,202.16
38 Trench Saftey LF 7.54
39A Traffic Control LS 5,074.49
39B Traffic Control LS 7,893.66
40 4" PVC Services Ea 442.52
ti. ! .Q~ tn
ORIG~AL
ESTIMATED
~UANTITY
6
48
COMPLETED
TO DATE
-0-
1
7 -0-
1 -0-
7346 2720
1 .43
1 .43
18 -0-
VALUE OF
COMPLETED
WORK
Remarks:
This represents bid items west of Freeport
(Sta 42+52 to Sta 74+72). Refer to Pay
Estimate No.4 for total of bid items and
value of work completed for project.
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