HomeMy WebLinkAboutLetter of CompletionLETTER OF COMPLETION
CITY ENGINEER
CITY OF COLLEGE STATION
COLLEGE STATION, TEXAS
DATE: c'- 13 l a
RE: COMPLETION OF(i1sAkqCt-k IT
abase a0
Dear Sir:
The purpose of our letter is to request that the following listed improvements be
approved and accepted as being constructed under City inspection and completed
according to plans and specifications as approved and required by the City of College
Station, Texas. This approval and acceptance by the City is requested in order that we
may finalize any subcontracts and to affirm their warranty on the work. This approval
and acceptance by the City of the improvements listed below does hereby void the letter
of guarantee for the listed improvements on the above referenced project.
The one-year warranty is hereby affirmed and agreed to by 3- lJ Develoounen i
and by their subcontractors as indicated by signatures below.
WORK COMPLETED WARRANTY DATE
saNi�Qr�1 Seu/er �-13-1a
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owner:3.0 flvelorwL�enl
Phone Number: 2a9-Z4eSt✓
Address: Z/100 Cas*'C'le /Jr,
Ca llejp Skt �ia if Tx, 7Z8qs
Signature:,
ACCEPTANCE & APPROVAL
;a I-17-12
'i y Representative
ty Engineer
Revised 1131107
I-Q
1-13-1 a
Contractor: 3--5 I �eloow evr�
Phone Number: aa9-K SS'b
Address: ggqo Cas�leNa- �%.
(o lle. ��'k) 776r5-
Signature: //aZF u e,.
AID\ � iKATFN,�
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NOOTIM um I1�1q�
PHILLIPS ENGINEERING
4490 Castlegate Drive, College Station, Texas 77845 (979) 690-3141
CASTLEGATE II SUBDIVISION, SECTION 201
ENGINEER'S ESTIMATE
January 4, 2012
Item I Description I ^ Est.I Unit I Unit Price I Total
1
Excavation/Grading Streets (estimated 3900 cut)
I
LS
7,900.00
7,900
2
Mixing & Compaction of Subgrade - 6" depth
7,892
SY
1.75
13,811
3
Hydrated Lime (6" @ 27 Way)
107
TON
170.00
18,190
4
Base Material - 6" depth
5,575
SY
9.00
50,175
5
Base Material - 6" depth for temp turn-arounds w/seal
430
SY
9.00
_ 3,870
6
Asphalt Paving, Type D - 2" depth
5,575
SY
10.00
55,750
7
Concrete Curb and Gutter (all types)
3,888
LF
10.00
38,880
8
Concrete Apron- 6" depth
4,032
SF
4.00
16, 128
9
4" Concrete Sidewalk
10,162
SF
2.00
20,324
10
Roadway signs
4
EA
200.00
800
11
lEndofRoadSigns
12
EA
1 200.001
2,400
suntotat- �treersl 3ZL6'ZG6
Srnrm Orninnor Rvefem
12
18" RCP, Profile Gasket - Structural Backfill
242
LF
35.00
8,470
13
24" RCP, Profile Gasket - Structural Backfill
441
LF
39.00
17,199
14
36" RCP, Profile Gasket - Structural Backfill
20
LF
67.00
1,340
15
1811 HPDE Structural Backfill
151
LF
24.00
3,624
16
24" HPDE Structural Backfill
488
LF
27.00
13,176
17
36" HPDE Structural Backfill
375
LF
40.00
15,000
18
42" HPDE Structural Backfill
989
LF
55.00
54,395
19
4' x 4' Junction Box
I
EA
1,800.00
1,800
20
6.5'x6.5' Junction Box
1
EA
2,100.00
2,100
21
10'x 6' Junction Box
I
EA
4,000.00
_ 4,000
22
14.5'x8' Junction Box
I
EA
5,000.00
5,000
23
10' Recessed Inlet
6
EA
2,500.00
15,000
24
Construction Exit
I
EA
7%00
750
25
Inlet Protection
6
EA
100.00
600
26
Broadcast Seeding (ROW & berms)
4,350
SY
0.25
1,088
27
TV Inspection
2,706
LF
1.501
4,059
6umotat-storm urainagel a141,out
w"ro. anar-
28
8" Water PVC CL200 (C900), CL200, Structural Backfill
601
18.00
10,818
29
6" Water PVC CL200 (C900), CL200, Structural Backfill
920
16.00
14,720
30
4" Water PVC CL200 (C900), CL200, Structural Backfill
548
JEA
14.00
7,672
31
Fire Hydrant Assembly (incl. 6"x6" tee, valve, bend & hydrant)
2
2,400.00
4,800
32
8" X 6" M.J. Cross
2
400.00
800
33
8"x45° M.J. Bend
4
EA
225.00
900
34
6"x45° M.J. Bend
4
EA
200.00
800
35
6"x4" M.J. Reducer
2
EA
200.00
400
36
8" M.J. Gate Valve
2
EA
900.00
1,800
37
6" M.J. Gate Valve
4
EA
600.00
2,400
38
2" Blowoff Valve
4
EA
1,100.00
4,400
39
Water Service, Long Side
14
EA
1,000.00
14,000
40
Water Service, Short Side
16
1 EA
1 500.00
8,000
Subtotal - Water $71,510
I of 2
PHILLIPS ENGINEERING
4490 Castlegate Drive, College Station, Texas 77845 (979) 690-3141
CASTLEGATE I1 SUBDIVISION, SECTION 201
ENGINEER'S ESTIMATE
January 4, 2012
Item Description Est' Unit Unil Price Total
No Ooantity
Wastewater Svstem
41
12" Sewer SDR 26 D-3034 Structural Backfill
756
LF
30.00
22,680
42
8" Sewer SDR 26 D-3034 Structural Backfill
1,811
LF
18.50
33,504
43
4' Manholes - 6.0l' - 8,00' Depth
2
EA
1,600.00
3,200
44
4' Manholes - 8.0l' - 10.00' Depth
1
EA
2,000.00
2,000
45
4' Manholes - 10.0l' - 12.00' Depth
4
EA
2,200.00
8,800
46
_ _
Connect to existing manhole
1
EA
500.00
500
47
4" Sewer Service, Long Side
10
EA
750.00
7500
48
4" Sewer Service, Short Side
12
EA
350.00
4200
49
TV Inspection
2,567
LF
1.50
3851
Subtotal - Sewed $86,234
ESTIMATED CONSTRUCTION COST $533,573
85923
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