january 28, 2015...24491ed dry laid rock fence dismantle and stockpile lf 1222 2003 relocate...
TRANSCRIPT
January 28, 2015
CALL NO. 102
CONTRACT ID NO. 151202
ADDENDUM # 1
Subject: Scott County, STP 4601 (036)
Letting January 30, 2015
(1)Revised – Plan Sheet – R2e
(2)Revised – Bid Items - Pages 232-235 of 235
Proposal revisions are available at http://transportation.ky.gov/Construction-
Procurement/.
Plan revisions are available at http://www.lynnimaging.com/kytransportation/.
If you have any questions, please contact us at 502-564-3500.
Sincerely,
Diana Castle Radcliffe
Director
Division of Construction Procurement
DR:ks
Enclosures
SCOTT 7-212.00
UNIT
GENERAL SUMMARY
ITEM
COUNTY OF ITEM NO. SHEET NO.
PR
EP
AR
ED
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
$$$$desig
n$file
$specific
atio
n$$$$
FIL
E
NA
ME:
$$$$
US
ER$$$$
US
ER:
$$$$
DA
TE$$$$
DA
TE:
E-S
HEET
NA
ME:
DESCRIPTION
SHEET
GENERAL SUMMARY
ROADWAY EMBANKMENT
EMBANKMENT
A ROADWAY EXCAVATION INCLUDES
R2E
1810
1821
2091
2159
2160
2200
2242
2429
2432
2483
2545
2562
2568
2569
2585
2650
2690
2701
2703
2704
2705
2706
2707
2708
2709
2726
2898
3171
5952
5953
5985
6510
6514
6568
6570
6574
6589
6591
8901
10020NS
10030NS
20063EN9T
23131ER701
23274EN11F
STANDARD CURB & GUTTER
LIP CURB & GUTTER
REMOVE PAVEMENT
TEMPORARY DITCH
CLEAN TEMPORARY DITCH
ROADWAY EXCAVATION
WATER
WITNESS POST
CHANNEL LINING CLASS II
CLEARING & GRUBBING
SIGNS
MOBILIZATION
DEMOBILIZATION
EDGE KEY
MAINTAIN AND CONTROL TRAFFIC
SAFELOADING
TEMPORARY SILT FENCE
SILT TRAP TYPE A
SILT TRAP TYPE B
SILT TRAP TYPE C
CLEAN SILT TRAP TYPE A
CLEAN SILT TRAP TYPE B
CLEAN SILT TRAP TYPE C
CLEAN TEMPORARY SILT FENCE
STAKING
RELOCATE CRASH CUSHION
CONCRETE BARRIER WALL TYPE 9T
TEMPORARY MULCH
TEMPORARY SEED & PROTECT
SEEDING AND PROTECTION
PAVEMENT STRIPING - TEMP PAINT - 4IN
PAVEMENT STRIPING - PERM PAINT - 4IN
PAVEMENT MARKING - THERMO STOP BAR - 24IN
PAVEMENT MARKING - PAINT CROSS HATCH
PAVEMENT MARKING - THERMO CURVE ARROW
PAVEMENT MARKER TY V - MW
PAVEMENT MARKER TY V - BY
CRASH CUSHION TY VI CLASS BT TL2
FUEL ADJUSTMENT
ASPHALT ADJUSTMENT
DRY-LAID ROCK FENCE
PIPELINE VIDEO INSPECTION
1
2
3
3
3
3
4
LF
LF
EA
SQ YD
LF
LF
CY
MGAL
EA
EA
TON
LS
SQ FT
LS
LS
LF
LS
CY
LF
EA
EA
EA
EA
EA
EA
LF
LS
EA
LF
SQ YD
SQ YD
TON
SQ YD
LF
LF
LF
SQ FT
EA
EA
EA
EA
DOLL
DOLL
LF
LF
SQ YD
353
91
788
4197
12591
35066
1.7
46
3
1
1
1
228
1
2099
16
16
16
48
48
48
2099
1
2
550
77295
7730
2.4
77295
18960
23470
290
18
73
153
2
41850
70510
1112
1560
7057
TOTAL
DITCH EXC FROM PIPE SUMMARY
TRANSVERSE BENCH
SOLID ROCK
DITCH RIGHT
DITCH LEFT
EMBANKMENT BENCHING
EXC. ABOVE RDZ
HA
LF SIZ
E
H
ALF SIZ
E
TURF REINFORCEMENT MAT TY 1
EA 22671 PORTABLE CHANGEABLE MESSAGE SIGN
EA2014 BARRICADE TYPE III 4
3
1990 DELINEATOR FOR BARRIER WALL - BI-DIRECTIONAL WHITE 11
206
339.5
3
11
158
35,066 CY
160 CY
0 CY
1,826 CY
0 CY
0 CY
0 CY
33,080 CY
4,831 CY
RIGHT OF WAY MONUMENT TYPE 1
06406
06407
06410
SF
SF
LF
93
SBM ALUM SHEET SIGNS .080 IN
SBM ALUM SHEET SIGNS .125 IN
STEEL POST TYPE I 322
137
24631EC BARCODE SIGN INVENTORY EA 40
5963 INITIAL FERTILIZER
TON 4.05964 20-10-10 FERTILIZER
TON 47.95992 AGRICULTURAL LIMESTONE
24491ED DRY LAID ROCK FENCE DISMANTLE AND STOCKPILE LF 1222
LF 500RELOCATE TEMPORARY CONCRETE BARRIER WALL2003 3
and Protection
4 Estimated at 10% Total Seeding
Plans.
234+50 in Phase II as shown in the
be relocated from Sta. 239+50 to Sta.
235+00 in Phase I and 500 L.F. shall
be installed from Sta. 239+50 to Sta.
Concrete Barrier Wall Type 9T shall
3 For Maintenance of Traffic, 550 L.F.
Maintaining Traffic Only)
(For Controling Dust Caused by
2 Estimated at 2.125 M Gal Per Mile
1 Approximately 16 Ac.
REVISED 1/27/2015
SCOTT 7-212.00
UNIT
GENERAL SUMMARY
ITEM
COUNTY OF ITEM NO. SHEET NO.
PR
EP
AR
ED
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
TE
$$$$desig
n$file
$specific
atio
n$$$$
FIL
E
NA
ME:
$$$$
US
ER$$$$
US
ER:
$$$$
DA
TE$$$$
DA
TE:
E-S
HEET
NA
ME:
DESCRIPTION
SHEET
GENERAL SUMMARY
ROADWAY EMBANKMENT
EMBANKMENT
A ROADWAY EXCAVATION INCLUDES
R2E
1810
1821
2091
2159
2160
2200
2242
2429
2432
2483
2545
2562
2568
2569
2585
2650
2690
2701
2703
2704
2705
2706
2707
2708
2709
2726
2898
3171
5952
5953
5985
6510
6514
6568
6570
6574
6589
6591
8901
10020NS
10030NS
20063EN9T
23131ER701
23274EN11F
STANDARD CURB & GUTTER
LIP CURB & GUTTER
REMOVE PAVEMENT
TEMPORARY DITCH
CLEAN TEMPORARY DITCH
ROADWAY EXCAVATION
WATER
WITNESS POST
CHANNEL LINING CLASS II
CLEARING & GRUBBING
SIGNS
MOBILIZATION
DEMOBILIZATION
EDGE KEY
MAINTAIN AND CONTROL TRAFFIC
SAFELOADING
TEMPORARY SILT FENCE
SILT TRAP TYPE A
SILT TRAP TYPE B
SILT TRAP TYPE C
CLEAN SILT TRAP TYPE A
CLEAN SILT TRAP TYPE B
CLEAN SILT TRAP TYPE C
CLEAN TEMPORARY SILT FENCE
STAKING
RELOCATE CRASH CUSHION
CONCRETE BARRIER WALL TYPE 9T
TEMPORARY MULCH
TEMPORARY SEED & PROTECT
SEEDING AND PROTECTION
PAVEMENT STRIPING - TEMP PAINT - 4IN
PAVEMENT STRIPING - PERM PAINT - 4IN
PAVEMENT MARKING - THERMO STOP BAR - 24IN
PAVEMENT MARKING - PAINT CROSS HATCH
PAVEMENT MARKING - THERMO CURVE ARROW
PAVEMENT MARKER TY V - MW
PAVEMENT MARKER TY V - BY
CRASH CUSHION TY VI CLASS BT TL2
FUEL ADJUSTMENT
ASPHALT ADJUSTMENT
DRY-LAID ROCK FENCE
PIPELINE VIDEO INSPECTION
1
2
3
3
3
3
4
LF
LF
EA
SQ YD
LF
LF
CY
MGAL
EA
EA
TON
LS
SQ FT
LS
LS
LF
LS
CY
LF
EA
EA
EA
EA
EA
EA
LF
LS
EA
LF
SQ YD
SQ YD
TON
SQ YD
LF
LF
LF
SQ FT
EA
EA
EA
EA
DOLL
DOLL
LF
LF
SQ YD
353
91
788
4197
12591
35066
1.7
46
3
1
1
1
228
1
2099
16
16
16
48
48
48
2099
1
2
550
77295
7730
2.4
77295
18960
23470
290
18
73
153
2
41850
70510
1112
1560
7057
TOTAL
DITCH EXC FROM PIPE SUMMARY
TRANSVERSE BENCH
SOLID ROCK
DITCH RIGHT
DITCH LEFT
EMBANKMENT BENCHING
EXC. ABOVE RDZ
HA
LF SIZ
E
H
ALF SIZ
E
TURF REINFORCEMENT MAT TY 1
EA 22671 PORTABLE CHANGEABLE MESSAGE SIGN
EA2014 BARRICADE TYPE III 4
3
1990 DELINEATOR FOR BARRIER WALL - BI-DIRECTIONAL WHITE 11
206
339.5
3
11
158
35,066 CY
160 CY
0 CY
1,826 CY
0 CY
0 CY
0 CY
33,080 CY
4,831 CY
RIGHT OF WAY MONUMENT TYPE 1
06406
06407
06410
SF
SF
LF
93
SBM ALUM SHEET SIGNS .080 IN
SBM ALUM SHEET SIGNS .125 IN
STEEL POST TYPE I 322
137
24631EC BARCODE SIGN INVENTORY EA 40
5963 INITIAL FERTILIZER
TON 4.05964 20-10-10 FERTILIZER
TON 47.95992 AGRICULTURAL LIMESTONE
24491ED DRY LAID ROCK FENCE DISMANTLE AND STOCKPILE LF 1222
LF 500RELOCATE TEMPORARY CONCRETE BARRIER WALL2003 3
and Protection
4 Estimated at 10% Total Seeding
Plans.
234+50 in Phase II as shown in the
be relocated from Sta. 239+50 to Sta.
235+00 in Phase I and 500 L.F. shall
be installed from Sta. 239+50 to Sta.
Concrete Barrier Wall Type 9T shall
3 For Maintenance of Traffic, 550 L.F.
Maintaining Traffic Only)
(For Controling Dust Caused by
2 Estimated at 2.125 M Gal Per Mile
1 Approximately 16 Ac.
REVISED 1/27/2015
PROPOSAL BID ITEMS
Report Date 1/27/15Page 1 of 4
151202
Section: 0001 - PAVINGLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0010 00003 CRUSHED STONE BASE 16,062.00 TON $0020 00069 CRUSHED AGGREGATE SIZE NO 3 1,799.00 TON $0030 00078 CRUSHED AGGREGATE SIZE NO 2 1,799.00 TON $0040 00080 CRUSHED AGGREGATE SIZE NO 23 1,799.00 TON $0050 00100 ASPHALT SEAL AGGREGATE 77.00 TON $0060 00103 ASPHALT SEAL COAT 9.00 TON $0070 00190 LEVELING & WEDGING PG64-22 90.00 TON $0080 00212 CL2 ASPH BASE 1.00D PG64-22 1,689.00 TON $0090 00214 CL3 ASPH BASE 1.00D PG64-22 12,086.00 TON $0100 00221 CL2 ASPH BASE 0.75D PG64-22 2,058.00 TON $0110 00301 CL2 ASPH SURF 0.38D PG64-22 703.00 TON $0120 00307 CL2 ASPH SURF 0.38B PG64-22 114.00 TON $0130 02599 FABRIC-GEOTEXTILE TYPE IV 16,533.00 SQYD $0140 02676 MOBILIZATION FOR MILL & TEXT 1.00 LS $0150 02677 ASPHALT PAVE MILLING & TEXTURING 26.00 TON $0160 22906ES403 CL3 ASPH SURF 0.38A PG64-22 1,286.00 TON $
Section: 0002 - ROADWAYLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0170 01810 STANDARD CURB AND GUTTER 353.00 LF $0180 01821 LIP CURB AND GUTTER MOD 91.00 LF $0190 01990 DELINEATOR FOR BARRIER WALL-B/W 11.00 EACH $
0191 02003RELOCATE TEMP CONC BARRIER(ADDED: 12-28-15) 500.00 LF $
0200 02014 BARRICADE-TYPE III 4.00 EACH $0210 02091 REMOVE PAVEMENT 788.00 SQYD $0220 02159 TEMP DITCH 4,197.00 LF $0230 02160 CLEAN TEMP DITCH 12,591.00 LF $0240 02200 ROADWAY EXCAVATION 35,066.00 CUYD $
0250 02242WATER (FOR DUST CONTROL) 1.70 MGAL $
0260 02429 RIGHT-OF-WAY MONUMENT TYPE 1 46.00 EACH $0270 02432 WITNESS POST 3.00 EACH $0280 02483 CHANNEL LINING CLASS II 206.00 TON $
0290 02545CLEARING AND GRUBBING (APPROXIMATELY 16 ACRES) 1.00 LS $
0300 02562 TEMPORARY SIGNS 339.50 SQFT $0310 02585 EDGE KEY 228.00 LF $0320 02650 MAINTAIN & CONTROL TRAFFIC 1.00 LS $0330 02671 PORTABLE CHANGEABLE MESSAGE SIGN 2.00 EACH $0340 02690 SAFELOADING 11.00 CUYD $0350 02701 TEMP SILT FENCE 2,099.00 LF $0360 02703 SILT TRAP TYPE A 16.00 EACH $0370 02704 SILT TRAP TYPE B 16.00 EACH $0380 02705 SILT TRAP TYPE C 16.00 EACH $0390 02706 CLEAN SILT TRAP TYPE A 48.00 EACH $
SCOTT COUNTY STP 4601 (036)
REVISED: 1-28-15 Contract ID: 151202
Page 232 of 235
PROPOSAL BID ITEMS
Report Date 1/27/15Page 2 of 4
151202
LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0400 02707 CLEAN SILT TRAP TYPE B 48.00 EACH $0410 02708 CLEAN SILT TRAP TYPE C 48.00 EACH $0420 02709 CLEAN TEMP SILT FENCE 2,099.00 LF $0430 02726 STAKING 1.00 LS $0440 02898 RELOCATE CRASH CUSHION 2.00 EACH $
0450 03171CONCRETE BARRIER WALL TYPE 9T(REVISED: 1-28-15) 550.00 LF $
0460 05952 TEMP MULCH 77,295.00 SQYD $0470 05953 TEMP SEEDING AND PROTECTION 7,730.00 SQYD $0480 05963 INITIAL FERTILIZER 2.40 TON $0490 05964 20-10-10 FERTILIZER 4.00 TON $0500 05985 SEEDING AND PROTECTION 77,295.00 SQYD $0510 05992 AGRICULTURAL LIMESTONE 47.90 TON $0520 06510 PAVE STRIPING-TEMP PAINT-4 IN 18,960.00 LF $0530 06514 PAVE STRIPING-PERM PAINT-4 IN 23,470.00 LF $0540 06568 PAVE MARKING-THERMO STOP BAR-24IN 158.00 LF $0550 06570 PAVE MARKING-PAINT CROSS-HATCH 290.00 SQFT $0560 06574 PAVE MARKING-THERMO CURV ARROW 18.00 EACH $0570 06589 PAVEMENT MARKER TYPE V-MW 73.00 EACH $0580 06591 PAVEMENT MARKER TYPE V-BY 153.00 EACH $0590 08901 CRASH CUSHION TY VI CLASS BT TL2 2.00 EACH $0600 10020NS FUEL ADJUSTMENT 41,850.00 DOLL $1.00 $ $41,850.000610 10030NS ASPHALT ADJUSTMENT 70,510.00 DOLL $1.00 $ $70,510.000620 20063EN9T DRY-LAID ROCK FENCE 1,112.00 LF $0630 23131ER701 PIPELINE VIDEO INSPECTION 1,560.00 LF $0640 23274EN11F TURF REINFORCEMENT MAT 1 7,057.00 SQYD $
0650 24491EDDRY-LAID ROCK FENCE (DISMANTLE &STOCKPILE) 1,222.00 LF $
Section: 0003 - DRAINAGELINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0660 00078 CRUSHED AGGREGATE SIZE NO 2 1.00 TON $0670 00440 ENTRANCE PIPE-15 IN 93.00 LF $0680 00441 ENTRANCE PIPE-18 IN 105.00 LF $0690 00443 ENTRANCE PIPE-24 IN 168.00 LF $0700 00461 CULVERT PIPE-15 IN 160.00 LF $0710 00462 CULVERT PIPE-18 IN 82.00 LF $0720 00464 CULVERT PIPE-24 IN 68.00 LF $0730 00466 CULVERT PIPE-30 IN 82.00 LF $0740 00521 STORM SEWER PIPE-15 IN 199.00 LF $0750 00524 STORM SEWER PIPE-24 IN 877.00 LF $0760 00526 STORM SEWER PIPE-30 IN 92.00 LF $0770 01000 PERFORATED PIPE-4 IN 72.00 LF $0780 01010 NON-PERFORATED PIPE-4 IN 20.00 LF $0790 01032 PERF PIPE HEADWALL TY 4-4 IN 1.00 EACH $0800 01374 METAL END SECTION TY 1-30 IN 1.00 EACH $0810 01433 SLOPED BOX OUTLET TYPE 1-18 IN 2.00 EACH $0820 01434 SLOPED BOX OUTLET TYPE 1-24 IN 2.00 EACH $
SCOTT COUNTY STP 4601 (036)
REVISED: 1-28-15 Contract ID: 151202
Page 233 of 235
PROPOSAL BID ITEMS
Report Date 1/27/15Page 3 of 4
151202
LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0830 01452 S & F BOX INLET-OUTLET-30 IN 3.00 EACH $0840 01456 CURB BOX INLET TYPE A 2.00 EACH $0850 01523 DROP BOX INLET TYPE 6B 6.00 EACH $0860 01541 DROP BOX INLET TYPE 10 2.00 EACH $0870 02600 FABRIC GEOTEXTILE TY IV FOR PIPE 4,674.00 SQYD $2.00 $ $9,348.00
0880 24575ES610HEADWALL(15 INCH SLOPED & PARALLEL) 1.00 EACH $
Section: 0004 - SIGNINGLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0890 06406 SBM ALUM SHEET SIGNS .080 IN 137.00 SQFT $0900 06407 SBM ALUM SHEET SIGNS .125 IN 93.00 SQFT $0910 06410 STEEL POST TYPE 1 322.00 LF $0920 24631EC BARCODE SIGN INVENTORY 40.00 EACH $
Section: 0005 - TRAFFIC SIGNALSLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0930 04792 CONDUIT-1 IN 52.00 LF $0940 04793 CONDUIT-1 1/4 IN 900.00 LF $0950 04795 CONDUIT-2 IN 80.00 LF $0960 04811 ELECTRICAL JUNCTION BOX TYPE B 7.00 EACH $0970 04820 TRENCHING AND BACKFILLING 950.00 LF $0980 04830 LOOP WIRE 1,474.00 LF $0990 04844 CABLE-NO. 14/5C 805.00 LF $1000 04850 CABLE-NO. 14/1 PAIR 2,500.00 LF $1010 04885 MESSENGER-10800 LB 440.00 LF $1020 04895 LOOP SAW SLOT AND FILL 550.00 LF $1030 04931 INSTALL CONTROLLER TYPE 170 1.00 EACH $1040 04932 INSTALL STEEL STRAIN POLE 4.00 EACH $1050 20188NS835 INSTALL LED SIGNAL-3 SECTION 6.00 EACH $1060 23157EN TRAFFIC SIGNAL POLE BASE 17.27 CUYD $1070 23982EC INSTALL ANTENNA 1.00 EACH $
Section: 0006 - WATERLINE RELOCATIONLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT
1080 01103
DUCTILE IRON PIPE-16 IN (CLASS 350 WATER MAIN WITH ALLAPPURTENANCES & FITTINGS) 2,266.00 LF $
1090 03460TIE-IN TO WATER LINE (CONNECTION TO EXISTING WATER MAIN) 3.00 EACH $
1100 03526GATE VALVE-6 IN (GATE VALVE AND BOX) 1.00 EACH $
1110 03528GATE VALVE-8 IN (GATE VALVE & BOX) 1.00 EACH $
SCOTT COUNTY STP 4601 (036)
REVISED: 1-28-15 Contract ID: 151202
Page 234 of 235
PROPOSAL BID ITEMS
Report Date 1/27/15Page 4 of 4
151202
LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT
1120 03532GATE VALVE-12 IN (GATE VALAVE AND BOX) 1.00 EACH $
1130 03536GATE VALVE-16 IN (GATE VALVE AND BOX) 4.00 EACH $
1140 03550CUT & CAP EXIST WATER MAIN (CUT & PLUG EXISTING WATER MAIN) 4.00 EACH $
1150 20156ECFIRE HYDRANT ASSEMBLY (HYDRANT FLUSHING ASSEMBLY) 4.00 EACH $
1160 20169EC
RECONNECT METER (RECONNECT CUSTOMER METERSERVICE) 11.00 EACH $
1170 20333EN
SERVICE LINE (2-INCH CUSTOMER SERVICE TUBING WITH4-INCH PE CASING PIPE) 210.00 LF $
1180 20769NDWET TAP 6 IN (WET TAP TO EXISITING WATER MAIN) 3.00 EACH $
1190 21558EC
SERVICE LINE - 1 IN (1-INCH CUSTOMER SERVICE TUBING WITH2-INCH PE CASING PIPE) 583.00 LF $
1200 21661ES706
BORE AND JACK PIPE (12-INCH STEEL CASING PIPE - BORED &JACKED) 115.00 LF $
1210 21800EN
BORE AND JACK PIPE-30 IN (30-INCH STEEL CASING PIPE - BORED &JACKED) 90.00 LF $
1220 22082NN AIR RELEASE VALVE ASSEMBLY 1.00 EACH $
1230 23699ECSTEEL ENCASEMENT PIPE-30 IN (30-INCH STEEL CASING PIPE - OPEN CUT) 100.00 LF $
1240 24632EC
WATER MAIN (6-INCH DUCTILE IRON PIPE CLASS 350WITH ALL APPURTENANCES & FITTINGS) 818.00 LF $
Section: 0007 - DEMOBILIZATION &/OR MOBILIZATIONLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT1250 02568 MOBILIZATION 1.00 LS $1260 02569 DEMOBILIZATION 1.00 LS $
SCOTT COUNTY STP 4601 (036)
REVISED: 1-28-15 Contract ID: 151202
Page 235 of 235