PART VI
INSURANCE
INSURANCE
The Contractor shall procure and maintain the following insurance in addition to the insurance required by law:
-
Commercial General Liability-Occurrence Form – not less than $2,000,000 General aggregate, $2,000,000 Products & Completed Aggregate, $1,000,000 Personal & Advertising, $1,000,000 each occurrence.
-
Automobile Liability – $1,000,000 per accident
-
Employers Liability:
a) $100,000 each accident bodily injury
b) $500,000 policy limit bodily injury by disease
c) $100,000 each employee bodily injury by disease
-
The insurance required above must be evidenced by a Certificate of Insurance and this Certificate of Insurance must contain one of the following statements:
a) "policy contains no deductible clauses.”
b) "policy contains _________________ (amount) deductible property damage clause
but company will pay claim and collect the deductible from the insured
-
KENTUCKY WORKMEN’S COMPENSATION INSURANCE. The contractor shall furnish evidence of coverage of all his employees or give evidence of self-insurance by submitting a copy of a certificate issued by the Workmen’s Compensation Board. The cost of insurance is incidental to all contract items. All subcontractors must meet the same minimum insurance requirements.
PART VII
BID ITEMS
EXAMPLE OF PROPOSED BID ITEMS LIST
Section: 0001 PAVING
LINE
|
BID CODE
|
ALT
|
DESCRIPTION
|
QUANTITY
|
UNIT
|
UNIT PRICE
|
FP
|
AMOUNT
|
0010
|
00001
|
|
DGA BASE
|
|
TON
|
|
$
|
|
0020
|
00100
|
|
ASPHALT SEAL AGGREGATE
|
|
TON
|
|
$
|
|
0030
|
00103
|
|
ASPHALT SEAL COAT
|
|
TON
|
|
$
|
|
0040
|
00221
|
|
CL2 ASPH BASE 0.75D PG64-22
|
|
TON
|
|
$
|
|
0050
|
00301
|
|
CL2 ASPH SURF 0.38D PG64-22
|
|
TON
|
|
$
|
|
0060
|
02101
|
|
CEM CONC ENT PAVEMENT – 8 IN
|
|
SQYD
|
|
$
|
|
Section: 0002 ROADWAY
LINE
|
BID CODE
|
ALT
|
DESCRIPTION
|
QUANTITY
|
UNIT
|
UNIT PRICE
|
FP
|
AMOUNT
|
0070
|
01000
|
|
PERFORATED PIPE 4 - IN
|
|
LF
|
|
$
|
|
0080
|
01020
|
|
PERF PIPE HEADWALL TY 1-4 IN
|
|
EACH
|
|
$
|
|
0090
|
01987
|
|
DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE
|
|
EACH
|
|
$
|
|
0100
|
02091
|
|
REMOVE PAVEMENT
|
|
SQYD
|
|
$
|
|
0110
|
02159
|
|
TEMP DITCH
|
|
LF
|
|
$
|
|
0120
|
02160
|
|
CLEAN TEMP DITCH
|
|
LF
|
|
$
|
|
0130
|
02230
|
|
EMBANKMENT IN PLACE
|
|
CUYD
|
|
$
|
|
0140
|
02242
|
|
WATER (DUST CONTROL)
|
|
MGAL
|
|
$
|
|
0150
|
02351
|
|
GUARDRAIL-STEEL W BEAM-S FACE
|
|
LF
|
|
$
|
|
0160
|
02360
|
|
GUARDRAIL TERMINAL SECTION NO 1
|
|
EACH
|
|
$
|
|
0170
|
02381
|
|
REMOVAL GUARDRAIL
|
|
LF
|
|
$
|
|
0180
|
02432
|
|
WITNESS POST
|
|
EACH
|
|
$
|
|
0190
|
02483
|
|
CHANNEL LINING CLASS II
|
|
TON
|
|
$
|
|
0200
|
02545
|
|
CLEARING AND GRUBBING (APPR XX ACRES)
|
|
LS
|
|
$
|
|
0210
|
02562
|
|
TEMPORARY SIGNS
|
|
SQFT
|
|
$
|
|
0220
|
02565
|
|
OBJECT MARKERS TYPE 2
|
|
EACH
|
|
$
|
|
0230
|
02585
|
|
EDGE KEY
|
|
LF
|
|
$
|
|
0240
|
02596
|
|
FABRIC-GEOTEXTILE TYPE I
|
|
SQYD
|
|
$
|
|
0250
|
02600
|
|
FABRIC GEOTEXTILE TY IV FOR PIPE
|
|
SQYD
|
|
$
|
|
0260
|
02650
|
|
MAINTAIN & CONTROL TRAFFIC
|
|
LS
|
|
$
|
|
0270
|
02690
|
|
SAFELOADING
|
|
CUYD
|
|
$
|
|
0280
|
02701
|
|
TEMP SILT FENCE
|
|
LF
|
|
$
|
|
0290
|
02704
|
|
SILT TRAP TYPE B
|
|
EACH
|
|
$
|
|
0300
|
02705
|
|
SILT TRAP TYPE C
|
|
EACH
|
|
$
|
|
0310
|
02707
|
|
CLEAN SILT TRAP TYPE B
|
|
EACH
|
|
$
|
|
0320
|
02708
|
|
CLEAN SILT TRAP TYPE C
|
|
EACH
|
|
$
|
|
0330
|
02726
|
|
STAKING
|
|
LS
|
|
$
|
|
0340
|
02731
|
|
REMOVE STRUCTURE @ STA XXX+XX
|
|
LS
|
|
$
|
|
0350
|
05950
|
|
EROSION CONTROL BLANKET
|
|
SQYD
|
|
$
|
|
0360
|
05952
|
|
TEMP MULCH
|
|
SQYD
|
|
$
|
|
0370
|
05953
|
|
TEMP SEEDING AND PROTECTION
|
|
SQYD
|
|
$
|
|
0380
|
05963
|
|
INITIAL FERTILIZER
|
|
TON
|
|
$
|
|
0390
|
05964
|
|
20-10-10 FERTILIZER
|
|
TON
|
|
$
|
|
0400
|
05985
|
|
SEEDING AND PROTECTION
|
|
SQYD
|
|
$
|
|
0410
|
05992
|
|
AGRICULTURAL LIMESTONE
|
|
TON
|
|
$
|
|
0420
|
06568
|
|
PAVE MARKING-THERMO STOP BAR-24 IN
|
|
LF
|
|
$
|
|
0430
|
20071EC
|
|
JOINT ADHESIVE (LONGITUDINAL)
|
|
LF
|
|
$
|
|
0440
|
24540
|
|
R/W MONUMENT TYPE 3
|
|
EACH
|
|
$
|
|
0450
|
24541
|
|
R/W MONUMENT TYPE 3A
|
|
EACH
|
|
$
|
|
0460
|
24663ED
|
|
WITNESS R/W MONUMENT TYPE 4
|
|
EACH
|
|
$
|
|
Section: 0003 DRAINAGE
LINE
|
BID CODE
|
ALT
|
DESCRIPTION
|
QUANTITY
|
UNIT
|
UNIT PRICE
|
FP
|
AMOUNT
|
00470
|
00440
|
|
ENTRANCE PIPE-15 IN
|
|
LF
|
|
$
|
|
0480
|
00461
|
|
CULVERT PIPE-15 IN
|
|
LF
|
|
$
|
|
0490
|
00462
|
|
CULVERT PIPE-18 IN
|
|
LF
|
|
$
|
|
0500
|
01202
|
|
PIPE CULVERT HEADWALL-15 IN
|
|
EACH
|
|
$
|
|
0510
|
01204
|
|
PIPE CULVERT HEADWALL-18 IN
|
|
EACH
|
|
$
|
|
0520
|
01577
|
|
DROP BOX INLET TYPE 14
|
|
EACH
|
|
$
|
|
0530
|
01583
|
|
DROP BOX INLET-SPECIAL
|
|
EACH
|
|
$
|
|
Above Sections Total = __________
Section: 0004 DEMOBILIZATION AND/OR MOBILIZATION
LINE
|
BID CODE
|
ALT
|
DESCRIPTION
|
QUANTITY
|
UNIT
|
UNIT PRICE
|
FP
|
AMOUNT
|
0900
|
02550
|
|
MOBILIZATION (not more than 5.0% of total bid)
|
|
LS
|
|
$
|
|
0910
|
02569
|
|
DEMOBILIZATION (not less than 1.5% of total bid)
|
|
LS
|
|
$
|
|
Proposed Bid = _________
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