HomeMy WebLinkAbout2005-272 WORK AUTHORIZATION DIRECTIVE J
No. 2005-004 — 110'h Place Gravity Sewer System (Floravon Shores)
DATE OF ISSUANCE : August 2005 EFFECTIVE DATE : August 2005
OWNER : Indian River County
CONTRACTOR : The Danella Com anies Inc .
CONTRACT : WATER SEWER AND RECLAIM WATER LINE REPLACEMENT / EXTENSIONS
AND MISCELLANEOUS LABOR CONTRACT BID NO . 7033 Awarded 03 / 15 /05
PROJECT 110TH Place Gravity Sewer System Installation
COUNTY UTILITY PROJECT NO . : UCP #2015 CONTRACTOR ' S PROJECT NO . : N/A
COUNTY WIP No . 472 - 169000- 04523
You are directed to proceed promptly with the following work :
Description :
Install about 710 feet of 8 " PVC gravity sewer, three manholes , 12 single and double sewer laterals with pavement
and other restoration
Purpose of Work Change Directive :
To complete gravity sewer system on 110'h Place for assessment project
Method of determining Contract Price :
EI Unit Prices : Bid Items as established pursuant to Bid No . 7033 , and awarded by the Board
of County
Commissioners on March 15 , 2005 to The Danella Companies, Inc .
❑ Lump Sum
❑ Cost of the Work
The Cost of Labor, Contingency and Contract Time is summarized below :
ffEstimated Labor Cost = $ 121 , 933 . 39 Estimated Contract Time : 120 days
Estimated Labor Costs = $ 121 , 933 . 39
ACCEPT tit ' , , . . . . • .
RECOMMENDED : AP AOVED : ` r
By. Bf
e Danella )mpanies , Inc . Gordon Sparks , E . t
p r� rm*„ Boardfgf County
Date : Environmental Engineer • ommis'6 herst',
Date : — - ,0,5
Date August '9 , 2005
Attachment 2
C :\DOCUME- 1 \rritter. DCI\LOCALS— I \Temp\notes6030C8\A - Work Authorization No. 2005 -003 - Attachment 2 . doc
Indian River County Department of Utilities
COST ESTIMATE
Project: 110th Place Gravity Sewer Main
Description: FURNSIH AND INSTALL GRAVITY SEWER COLLECTION SYSTEM - WITH DANELLA AS LABOR CONTRACTOR
Date: July 8, 2005
UCP #2015 WIT 472-169000-04523
Bed Bid Item Estimated Unit of
I[ero Unit Total Unit Total TOTAL
Description uantit Measure Price Price Price Price COST
WN> _ . ... .
77
100
�..
Demob. Mobilization 4% of Constr.
Demob. Demobilization 4,601 .26 4,601 .26
1 % of C2 19150.3 1 , 150.32 1 , 150.32
MOT Maintenance and Protection of Traffic 1 % of Constr.
1 , 150.32 ,. 11150.32
HT
E . . E 9E... i,'• i $' E } F '� y
.. ...... . r .:. . pxi . :r ` i , 'rts ate.=+e
Make Connection to Existing Main
1
EA. 49.00 49.00 . 900 00 900.00 949.00
33a Sanita Sewer Manhole / 4-ft Dia. 0' - < 8' Cut I EA. 1 ,090.00 1 ,090.00 1 ,480.00 1 ,480.00
2,570.00
33b Sanita Sewer Manhole / 4-ft Dia. 8' - < l2' Cu[ 2 EA. 1 ,650.00 3,300.00 1 ,485.00 2,970.00
61270.00
36A Gravi Sewer / 8-inch PVC 0' - < 8' Cut 100 LF 4.27 427.00 31 .00 3, 100.00 3 ,527.00
36B Gravi Sewer / 8-inch PVC 8' - < ( 2' Cut 610 LF 4.27 2,604.70 65.00 39,650.00 > ' 42,254.70
42A Sewer Service Lateral - Sin le 0-T 60 LF
42B Sewer Service Lateral - Double 0-T 4.78 286.80 4.00 240.00 526 .80
42C 90 LF 4.78 430.20 6.00 540.00 970.20
Sewer Service Lateral - Sin le - T 300 LF 4.78 1 ,434.00 5.00 1 ,500.00 2,934.00
42D Sewer Service Lateral - Double - T 40 LF 4.78 191 .20 7.00 280.00 - 471 .20
44 Core Drill & Install Expansion Boots in Manholes Cone., Walls etc. 1 EA 45.00 45.00 550.00 550.00 595.0
0
45 TV Ins ection of Sani Sewer and Manholes 710 LF
52 Select Fill Foundation Beddin 2 .00 1 ,420.00 1 ,420.00 '
23 130 CY 22.00 21860.00 30.00 3 ,900.00 6,760.00
Test Holes Pot Disposal
4 EA. 0.00 0.00 200.00 800.00 -
S4 Removal & Dis osal of Muck / Ca Rock 50 CY
56A Saw Cut, Remove and Dispose of Asphalt 11 .00 550.00 550.00
57A65 Ton
ReBectorized Pavement Markings-White Paint 25.00 1 ,625.00 1 ,625.00
57B -
1 ,420 L.F. 0.30 426.00 0.50 710.00 1 , 136.00
Rellectorized Pavement Markings-Yellow Pain[
60 710 L.F. 0.30 213 .00 0.65 461 .50 674.50
Limerock Base Re lacement over full trench width assumed 10' in width 635 Sy
56C 10.53 6,686.55 19.00 12,065.00 18,751 .55
Install Asphaltic Cement - Type 3 A.C. 200 Tons or Under Overlay 125 Ton 43 .00 5,375.00 160.00 20,000.00
25,375.00
74 Com action Tests 10 EA
75A Well Point Dewatering 0- 15' minimum 30x30 work area 30.00 300.00 300.00
Well Point Dewa[e
75B rin Addlhonal Powis 1 EA. 1 ,300.00 1 ,300.00 1 ,300.00
•LAND = a1PE RE RATION ' . � . ' ; , . . . ;r , 25 00 11 250.00 I1
25000
0 EA
• s • • .
. r. `.:� � � � • • ". �
♦ r..r F I,�R� E.: E e -M ' a
� • : . i. � E
53 Ri &ht of Wa Gradin • , �- �
73A 1 ,200 SY 1 .00 1 ,200.00 •1 ,200.00
Lawn Restoration To soil & Sod estimated 10' wide replacement) 1 ,200 S.Y. 1 . 17 1 ,404.00 2.70
76 Record Drawin gs 1 LS 3,240.00 • 41644.00
0.00 5,000.00 51000.00 5,000.00
Total Matererials 26 822.45 115,93 03 L50 E
Total Labor 121 3.39
TOTAL CONST. COST 148,7-
Attachment
487Attachment 1
[File]
Page 1