REPORT NBR-ENSRB038 ALABAMA DEPARTMENT OF TRANSPORTATION

REPORT NBR-ENSRB038

ALABAMA DEPARTMENT OF TRANSPORTATION OFFICE ENGINEER TABULATION OF BIDS LETTING OF 03/14/97

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 1

PROJECT NO.: COUNTY: LENGTH: TYPE:

1. IM-65-2(140) SHELBY 7.538 PLANING, RESURFACING, RAMP IMPROVEMENTS, SIGNING, GUARDRAIL AND TRAFFIC STRIPE LOCATION: I-65 FROM MP 241.50 TO MP 249.00 AT JEFFERSON COUNTY LINE RANK 1 2 ITEM NO.

CONTRACTOR

BID AMOUNT

DUNN CONSTRUCTION CO., INC., BIRMINGHAM, AL APAC-ALABAMA, INC., BIRMINGHAM, AL ITEM DESCRIPTION

UNIT

3,420,812.72 3,868,235.17

QUANTITY

201C000 CLEARING

LUMP SUM

1

206C002 REMOVING CONCRETE SLOPE PAVING

SQ YD(S)

114

1 DUNN CONSTRUCTIO

2 APAC-ALABAMA, IN

42070.0000 33662.4600 42070.00 33662.46 7.8000

7.7900 889.20

206D000 REMOVING PIPE

LIN FT

112

5.2000

888.06 9.9700

582.40 206D001 REMOVING GUARDRAIL

LIN FT

2400

1.2400

1116.64 1.2400

2976.00 206D002 REMOVING CURB

LIN FT

854

3.1200

2976.00 4.4400

2664.48 206E000 REMOVING HEADWALLS

EACH

14

208.2800

3791.76 334.7500

2915.92 206E010 REMOVING GUARDRAIL END ANCHOR (TYPE 2-B) EACH

1

206.3100

4686.50 206.0000

206.31 206E012 REMOVING GUARDRAIL END ANCHOR (TYPE 12)

EACH

2

87.6800

206.00 87.5500


EACH

2

87.6800

175.10 87.5500


EACH

31

82.5200

175.10 82.4000

2558.12 206E020 REMOVING EXISTING OVERHEAD SIGN STRUCTURE

EACH

210A000 UNCLASSIFIED EXCAVATION

C Y I P

1 6732

5002.9400

2554.40 4995.5000

5002.94

4995.50

7.5800 51028.56

4.2100 28341.72

REPORT NBR-ENSRB038

1.

ALABAMA DEPARTMENT OF TRANSPORTATION OFFICE ENGINEER TABULATION OF BIDS LETTING OF 03/14/97 COUNTY:

IM-65-2(140)

ITEM NO.

ITEM DESCRIPTION

UNIT

210D000 BORROW EXCAVATION

C Y I P

214A000 STRUCTURE EXCAVATION

CU YD(S)

QUANTITY 8901 87

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 2 SHELBY

1 DUNN CONSTRUCTIO 4.3400 38630.34

2 APAC-ALABAMA, IN

12.5000

4.7400 42190.74 10.9600

1087.50 214B001 FOUNDATION BACKFILL, COMMERCIAL

CU YD(S)

28

23.9500

953.52 24.5100

670.60

686.28

301A004 CRUSHED AGGREGATE BASE COURSE, TYPE B, PLANT MIXED, 4" COMPACTED THICKNESS

S Y C I P

4804

3.1700 15228.68

2.9000 13931.60

301A008 CRUSHED AGGREGATE BASE COURSE, TYPE B, PLANT MIXED, 5" COMPACTED THICKNESS

S Y C I P

10360

3.5700 36985.20

3.7300 38642.80

401B008 BITUMINOUS TREATMENT G (WITH LATEX RUBBER ADDITIVE)

S Y C I P

155172

.5800 89999.76

.5800 89999.76

405A000 TACK COAT

GALLON(S)

31884

.7100 22637.64

.8300 26463.72

408A002 PLANING EXISTING PAVEMENT (APPROXIMATELY 1.00" THICK)

SQ YD(S)

284063

.4200 119306.46

1.0000 284063.00

408A006 PLANING EXISTING PAVEMENT (APPROXIMATELY 2.00" THICK)

SQ YD(S)

17927

.4400

1.1800 21153.86

410C000 CONTRACTOR RETAINED PROFILOGRAPH

EACH

7887.88 1

5000.0000

9087.7500 5000.00

9087.75

420A007 LATEX RUBBER- OPEN GRADED PLANT MIXED SEAL, MIX 2

TON(S)

3479

39.4500 137246.55

45.9400 159825.26

429A240 IMPROVED BITUMINOUS CONCRETE WEARING SURFACE LAYER, 1/2" MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE C

TON(S)

725

28.3400 20546.50

30.4100 22047.25

429A280 IMPROVED BITUMINOUS CONCRETE WEARING SURFACE LAYER, 1/2" MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE E

TON(S)

11875

34.0800 404700.00

27.6500 328343.75

429B241 IMPROVED BITUMINOUS CONCRETE BINDER LAYER, 1" MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE C

TON(S)

2717

22.1000 60045.70

26.9600 73250.32

429B282 IMPROVED BITUMINOUS CONCRETE UPPER BINDER LAYER, 1 1/2" MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE E

TON(S)

43674

23.7700 1038130.98

29.8700 1304542.38

REPORT NBR-ENSRB038

1.


IM-65-2(140)

ITEM NO.

ITEM DESCRIPTION

UNIT

429C241 IMPROVED BITUMINOUS CONCRETE BASE LAYER, 1 1/2" MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE C

TON(S)

429C247 IMPROVED BITUMINOUS CONCRETE BASE LAYER, LEVELING, 3/4" MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE C

TON(S)

429C248 IMPROVED BITUMINOUS CONCRETE BASE LAYER, LEVELING, 1" MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE C

QUANTITY 286


1 DUNN CONSTRUCTIO 25.8700

2 APAC-ALABAMA, IN

7398.82

40.1300 11477.18

2545

23.0200 58585.90

26.8600 68358.70

TON(S)

20628

22.1200 456291.36

24.8900 513430.92

429C281 IMPROVED BITUMINOUS CONCRETE BASE LAYER, 1 1/2" MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE E

TON(S)

4529

23.7500 107563.75

27.0400 122464.16

429C285 IMPROVED BITUMINOUS CONCRETE BASE LAYER, PATCHING, 1 1/2" MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE E

TON(S)

1000

34.9200 34920.00

50.1500 50150.00

530A102 24" ROADWAY PIPE (CLASS 3 R.C.) (EXTENSION)

LIN FT

80

49.9800

31.2300

530A103 30" ROADWAY PIPE (CLASS 3 R.C.) (EXTENSION)

LIN FT

530B013 29" SPAN, 18" RISE ROADWAY PIPE (CLASS 3 R.C.)(EXTENSION)

LIN FT

534A000 CLEANING PIPE UNDERDRAIN OUTLETS

EACH

3998.40 24

62.4800

2498.40 48.3500

1499.52 8

60.4000

1160.40 48.9700

483.20 195

30.9400

391.76 30.9000

6033.30 600A000 MOBILIZATION

LUMP SUM

1

601A000 FURNISHING BASE, SOIL AND STRUCTURE LABORATORIES

EACH

1

605A001 PAVEMENT EDGE DRAIN

LIN FT

605B000 SPECIAL UNDERDRAIN OUTLET, TYPE A

EACH

610C001 LOOSE RIPRAP, CLASS 2

TON(S)

6277 13 673

6025.50

128073.8600 52882.2600 128073.86 52882.26 7944.4200

6139.3500 7944.42

6139.35

3.6100 22659.97

3.6100 22659.97

180.5100

180.2500 2346.63

2343.25

23.4300 15768.39

24.8400 16717.32

REPORT NBR-ENSRB038

1.


IM-65-2(140)

ITEM NO.

ITEM DESCRIPTION

610D000 FILTER BLANKET

UNIT SQ YD(S)

QUANTITY 625


1 DUNN CONSTRUCTIO

2 APAC-ALABAMA, IN

3.6400

3.4800 2275.00

614A000 SLOPE PAVING

CU YD(S)

9

382.7000

2175.00 309.0000

3444.30 619A003 24" ROADWAY PIPE END TREATMENT, CLASS 1

EACH

10

781.0100

2781.00 712.2200

7810.10 619A004 30" ROADWAY PIPE END TREATMENT, CLASS 1

EACH

3

885.1500

7122.20 1011.1200

2655.45 619B017 29" SPAN, 18" RISE ROADWAY PIPE END TREATMENT, CLASS 1

EACH

620A000 MINOR STRUCTURE CONCRETE

CU YD(S)

1

885.1500

3033.36 562.1100

885.15

630A000 STEEL BEAM GUARDRAIL, CLASS A, TYPE 1

LIN FT

630C001 GUARDRAIL END ANCHOR, TYPE 8

EACH

14 2613 8

382.7000

562.11 545.5300

5357.80

7637.42

13.2000 34491.60

13.1800 34439.34

526.0800

525.3000 4208.64

4202.40

1134.6800 27232.32

1133.0000 27192.00

630C038 GUARDRAIL END ANCHOR, TYPE 10A

EACH ALT.1

24

630C045 GUARDRAIL END ANCHOR, TYPE 10B

EACH ALT.2

24

EACH ALT.3

4

630C046 GUARDRAIL END ANCHOR, TYPE 20A

EACH ALT.4

4

3197.7600 12791.04

3193.0000 12772.00

650A000 TOPSOIL

C Y I P

7801

5.4200 42281.42

6.9300 54060.93

650B000 TOPSOIL FROM STOCKPILES

C Y I P

2884

5.4700 15775.48

5.7600 16611.84

652A053 SEEDING (MIX 1E)

ACRE(S)

20

630C036 GUARDRAIL END ANCHOR, TYPE 20

NO BID

NO BID NO BID

NO BID

NO BID NO BID

NO BID

428.0900

NO BID

412.0000 8561.80

656A000 MULCHING, CLASS A, TYPE 1

ACRE(S)

20

402.2900

8240.00 309.0000

8045.80

6180.00

REPORT NBR-ENSRB038

1.


IM-65-2(140)

ITEM NO.

ITEM DESCRIPTION

659A000 EROSION CONTROL NETTING, CLASS A

UNIT SQ YD(S)

QUANTITY 500


1 DUNN CONSTRUCTIO

2 APAC-ALABAMA, IN

1.8600

1.5500 930.00

665F000 HAY BALES

EACH

517 4640

5.4700

775.00 5.5000

2827.99

2843.50

3.9700 18420.80

5.4500 25288.00

665J000 SILT FENCE, TYPE A

LIN FT

680A000 ENGINEERING CONTROLS

LUMP SUM

1

701A031 SOLID WHITE, CLASS 2, TYPE A TRAFFIC STRIPE (0.06" THICK)

MILE(S)

20

773.6500 15473.00

772.5000 15450.00

701A036 SOLID YELLOW, CLASS 2, TYPE A TRAFFIC STRIPE (0.06" THICK)

MILE(S)

20

773.6500 15473.00

772.5000 15450.00

701A040 BROKEN WHITE, CLASS 2, TYPE A TRAFFIC STRIPE (0.09" THICK)

MILE(S)

22

443.5600

442.9000

701B005 DOTTED CLASS 2, TYPE A TRAFFIC STRIPE (0.09" THICK)

LIN FT

701C000 BROKEN TEMPORARY TRAFFIC STRIPE

MILE(S)

701C001 SOLID TEMPORARY TRAFFIC STRIPE 701D008 SOLID TRAFFIC STRIPE REMOVED (PLASTIC)

15814.4800 16995.0000 15814.48 16995.00

9758.32 5651

.4100

9743.80 .4100

2316.91

2316.91

54

206.3100 11140.74

206.0000 11124.00

MILE(S)

45

257.8800 11604.60

257.5000 11587.50

MILE(S)

1

464.1900

463.5000 464.19

701D015 BROKEN TRAFFIC STRIPE REMOVED (PLASTIC) 703A002 TRAFFIC CONTROL MARKINGS, CLASS 2, TYPE A

MILE(S)

1

SQ FT

12844

703B002 TRAFFIC CONTROL LEGENDS, CLASS 2, TYPE A SQ FT

338

257.8800

463.50 257.5000

257.88

257.50

1.4400 18495.36

1.4400 18495.36

1.4400

1.4400 486.72

703D001 TEMPORARY TRAFFIC CONTROL MARKINGS

SQ FT

1872

.8200

486.72 .8200

1535.04 705A000 PAVEMENT MARKERS, CLASS A, TYPE 1-A

EACH

3281

2.9800

1535.04 2.9900

9777.38

9810.19

REPORT NBR-ENSRB038

1.


IM-65-2(140)

ITEM NO.

ITEM DESCRIPTION

705A001 PAVEMENT MARKERS, CLASS A, TYPE 1-B

UNIT EACH

QUANTITY 324


1 DUNN CONSTRUCTIO

2 APAC-ALABAMA, IN

2.9900

2.9900 968.76

705A004 PAVEMENT MARKERS, CLASS A, TYPE 2-C

EACH

816

2.9800

968.76 2.9900

2431.68 707A006 TYPE 1, CLEAR DELINEATOR INSTALLATION

EACH

32

26.8200

2439.84 26.7800

858.24 707A007 TYPE 2, CLEAR DELINEATOR INSTALLATION

EACH

68

29.9200

856.96 29.8700

2034.56 707A026 TYPE 1B, CLEAR AND RED DELINEATOR INSTALLATION

EACH

38

707A027 TYPE 1B, RED AND YELLOW DELINEATOR INSTALLATION

EACH

710A101 CLASS 2, ALUMINUM MULTIPLE FLAT SIGN PANELS 0.125" THICK OR STEEL MULTIPLE FLAT SIGN PANELS 12 GAUGE (TYPE III BACKGROUND)

SQ FT

608

710A105 CLASS 2, ALUMINUM FLAT SIGN PANELS 0.125" THICK OR STEEL FLAT SIGN PANELS 12 GAUGE (TYPE III BACKGROUND)

SQ FT

38

710A107 CLASS 2A, ALUMINUM FLAT SIGN PANELS 0.125" THICK OR STEEL FLAT SIGN PANELS 12 GAUGE (TYPE III BACKGROUND)

SQ FT

31.9800

2031.16 31.9300

1215.24 10

31.9800

1213.34 31.9300

319.80

319.30

31.9800 19443.84

31.9300 19413.44

31.9800

31.9300 1215.24

129

31.9800

1213.34 31.9300

4125.42

4118.97

715A000 OVERHEAD ROADWAY SIGN STRUCTURE (OHSB-1) LUMP SUM

1

37651.0200 37595.0000 37651.02 37595.00

715A001 OVERHEAD ROADWAY SIGN STRUCTURE (OHC-2)

LUMP SUM

1

24395.8000 24359.5000 24395.80 24359.50

730H000 LOOP DETECTOR

LIN FT

5376

2.0600 11074.56

2.1100 11343.36

740B000 CONSTRUCTION SIGNS

SQ FT

1767

5.7400 10142.58

10.3700 18323.79

740C000 SPECIAL CONSTRUCTION SIGNS

SQ FT

124

10.9300

10.9200 1355.32

740D000 CHANNELIZING DRUMS

EACH

80

49.2000

1354.08 48.5000

3936.00

3880.00

REPORT NBR-ENSRB038

1.


IM-65-2(140)

ITEM NO.

ITEM DESCRIPTION

740E000 CONES (36 INCHES HIGH)

UNIT

QUANTITY

EACH

225



2 APAC-ALABAMA, IN 14.5600

2459.25 740I005 WARNING LIGHTS, TYPE B (DETACHABLE HEAD) EACH

5

360.8300

3276.00 360.2900

1804.15 740M000 WEIGHT FOR CONE

EACH

225

6.5600

1801.45 9.4200

1476.00 741C010 PORTABLE SEQUENTIAL ARROW AND CHEVRON SIGN UNIT

EACH

745A000 UNIFORMED POLICE OFFICER

HOUR(S)

2

4373.7100 8747.42

2

76.5400

2119.50 7620.3800 15240.76 128.1000

153.08 750C000 ELECTRICAL JUNCTION BOX, TYPE 1

EACH

3

2.8300

256.20 370.8000

8.49 750D105 NON-METALLIC CONDUIT, 1 1/2 INCH

LIN FT

1200

4.6500

1112.40 3.3500

5580.00 750E007 CONDUCTOR, #1/0 AWG

LIN FT

2400

1.8000

4020.00 1.8500

4320.00 750E104 CONDUCTOR, #6 AWG

LIN FT

1200

.6300

.5200 756.00

999 000 TRAINEE HOURS AT 80 CENTS PER HOUR

HOUR

1040 TOTAL AMOUNT

.8000

4440.00 624.00

.8000 832.00 832.00 3,420,812.72 3,868,235.17

REPORT NBR-ENSRB038




2. 99-301-421-127-703 LIMESTONE 16.690 RESURFACING AND TRAFFIC STRIPE

LOCATION: SR-#127 FROM KM 0.00 AT SR-#99 IN ATHENS TO KM 3.200 AND ON SR-#251 FROM KM RANK 1 2 3 ITEM NO.

CONTRACTOR

BID AMOUNT

SHELBY CONTRACTING COMPANY, INC., HUNTSVILLE, AL BURGREEN CONTRACTING CO., INC., ATHENS, AL APAC-ALABAMA, INC., BIRMINGHAM, AL ITEM DESCRIPTION

UNIT

401A004 BITUMINOUS TREATMENT E

SQUARE METER

405A000 TACK COAT

LITER

QUANTITY 106355 17986

494,329.82 556,066.75 557,153.85 1 SHELBY CONTRACTI

2 BURGREEN CONTRAC

.5078 54007.07

.5500 58495.25

.4800 51050.40

.2400

.2000

.3600

4316.64 408A006 PLANING EXISTING PAVEMENT (APPROXIMATELY 26 MM THRU 50 MM THICK)

SQUARE METER

408A010 PLANING EXISTING PAVEMENT (APPROXIMATELY 51 MM THRU 75 MM THICK)

SQUARE METER

23994

.3600 8637.84

900

3 APAC-ALABAMA, IN

2.3900

3597.20

6474.96

.4500 10797.30

.5500 13196.70

2.0000

2.8800

2151.00

1800.00

2592.00

429A220 IMPROVED BITUMINOUS CONCRETE WEARING METRIC TON SURFACE LAYER, 12.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B

1166

31.9400 37242.04

34.0000 39644.00

39.9400 46570.04


7445

30.8100 229380.45

35.0000 260575.00

35.0400 260872.80

429A227 IMPROVED BITUMINOUS CONCRETE WEARING METRIC TON SURFACE LAYER, LEVELING, 19.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B

200

29.2600

33.0000

36.2700

429B221 IMPROVED BITUMINOUS CONCRETE BINDER LAYER, 25.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B

METRIC TON

2848

429B225 IMPROVED BITUMINOUS CONCRETE BINDER LAYER, PATCHING, 25.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B

METRIC TON

200

429B229 IMPROVED BITUMINOUS CONCRETE BINDER LAYER, LEVELING, 25.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B

METRIC TON

5852.00

6600.00

7254.00

26.3700 75101.76

29.0000 82592.00

27.7200 78946.56

28.5200

33.0000

31.7600

5704.00 160

26.3700

6600.00 30.0000

4219.20

6352.00 42.0800

4800.00

6732.80

REPORT NBR-ENSRB038

2.


99-301-421-127-703

ITEM NO.

ITEM DESCRIPTION

UNIT

430B014 AGGREGATE SURFACING (ALDOT #410 MODIFIED)

METRIC TON

600A000 MOBILIZATION

LUMP SUM

QUANTITY 1077 1

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 9 LIMESTONE

1 SHELBY CONTRACTI 11.3600 12234.72

2 BURGREEN CONTRAC

500.0000

12.0000 12924.00

3 APAC-ALABAMA, IN

5000.0000

15.5800 16779.66 4745.0000

500.00

5000.00

4745.00

701A030 SOLID WHITE, CLASS 2T, TYPE A, TRAFFIC STRIPE

KILOMETER

34

310.7400 10565.16

340.0000 11560.00

324.7100 11040.14

701A035 SOLID YELLOW, CLASS 2, TYPE A TRAFFIC STRIPE (2.3 MM THICK)

KILOMETER

18

575.0000 10350.00

615.0000 11070.00

561.0600 10099.08

701A045 BROKEN YELLOW, CLASS 2, TYPE A TRAFFIC STRIPE (2.3 MM THICK)

KILOMETER

12

279.7500

300.0000

294.5000

701B005 DOTTED CLASS 2, TYPE A TRAFFIC STRIPE (2.3 MM THICK)

METER


KILOMETER

3357.00 46

1.3200

3600.00 2.0000

1.5400

60.72

701C001 SOLID TEMPORARY TRAFFIC STRIPE

KILOMETER

703A002 TRAFFIC CONTROL MARKINGS, CLASS 2, TYPE A

SQUARE METER

27 90 164

183.3500

92.00 190.0000

3

183.0400 5130.00

4942.08

192.6800 17341.20

215.0000 19350.00

188.1000 16929.00

17.2300

20.0000

17.3800

24.2000

3280.00 30.0000

EACH

7

3.8000

90.00 5.0000

EACH

252

3.8000

35.00 5.0000

EACH

915

3.8000

1260.00 5.0000

METER

145

6.8900

4575.00 10.0000

SQUARE METER

23

.0000

1450.00 50.0000

.00

3394.65 7.0200

999.05 740B000 CONSTRUCTION SIGNS

934.92 3.7100

3477.00 730H000 LOOP DETECTOR

25.97 3.7100

957.60 705A037 PAVEMENT MARKERS, CLASS A-H, TYPE 2-D

78.99 3.7100

26.60 705A032 PAVEMENT MARKERS, CLASS A-H, TYPE 1-B

2850.32 26.3300

72.60 705A030 PAVEMENT MARKERS, CLASS A-H, TYPE 2-C

70.84

4950.45

2825.72

703B002 TRAFFIC CONTROL LEGENDS, CLASS 2, TYPE A SQUARE METER

3534.00

1017.90 26.4800

1150.00

609.04

REPORT NBR-ENSRB038

2.


99-301-421-127-703

ITEM NO.

ITEM DESCRIPTION

740E000 CONES (900 MM HIGH)

UNIT

QUANTITY

EACH

600

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 10 LIMESTONE

1 SHELBY CONTRACTI .0000

2 BURGREEN CONTRAC .0000

.00 740M000 BALLAST FOR CONE

EACH

600

.0000 494,329.82

.0500 .00

.0000 .00

TOTAL AMOUNT

3 APAC-ALABAMA, IN 30.00 .0500

.00 556,066.75

30.00 557,153.85

REPORT NBR-ENSRB038




3. 99-302-302-172-709 FRANKLIN 6.142 WIDENING, RESURFACING AND TRAFFIC STRIPE

LOCATION: SR-#172 FROM KM 9.019 TO KM 15.161 AT MARION COUNTY LINE RANK 1 2 3 ITEM NO.

CONTRACTOR

BID AMOUNT

BALLEW & ROBERTS CONSTRUCTION CO., INC. , SHEFFIELD, AL SHELBY CONTRACTING COMPANY, INC., HUNTSVILLE, AL ROGERS GROUP, INC., NASHVILLE, TN ITEM DESCRIPTION

206C010 REMOVING CONCRETE DRIVEWAY

UNIT SQUARE METER

401B000 BITUMINOUS TREATMENT E (WITH LATEX RUBBER ADDITIVE)

SQUARE METER

405A000 TACK COAT

LITER

QUANTITY 69 51229 7200

515,807.76 535,010.95 558,372.48

1 BALLEW & ROBERTS 8.3700

2 SHELBY CONTRACTI 35.0000

3 ROGERS GROUP, IN 20.0000

577.53

2415.00

1380.00

.6400 32786.56

.6900 35348.01

.8500 43544.65

.2500

.3700

.4000

1800.00

2664.00

2880.00


2917

40.6800 118663.56

41.8600 122105.62

50.0000 145850.00


800

36.9500 29560.00

34.7400 27792.00

40.0000 32000.00


METRIC TON

100

49.6000

40.7400

50.0000

429B228 IMPROVED BITUMINOUS CONCRETE BINDER LAYER, LEVELING, 19.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B

METRIC TON

429B233 IMPROVED BITUMINOUS CONCRETE BINDER LAYER, WIDENING, 37.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B

METRIC TON


LUMP SUM

665F000 HAY BALES

EACH

4960.00

4074.00

5000.00

5718

34.4100 196756.38

34.7400 198643.32

34.0000 194412.00

2260

36.3000 82038.00

35.4500 80117.00

40.0000 90400.00

1 50

15808.0000 28750.0000 15808.00 28750.00 4.0000

6.0000 200.00

8225.0000 8225.00 15.9800

300.00

799.00

REPORT NBR-ENSRB038

3.


99-302-302-172-709

ITEM NO.

ITEM DESCRIPTION


UNIT

QUANTITY

METER

150

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 12 FRANKLIN

1 BALLEW & ROBERTS

3 ROGERS GROUP, IN

9.3800

14.2100

13.0000

2 SHELBY CONTRACTI

1950.00 701A031 SOLID WHITE, CLASS 2, TYPE A TRAFFIC STRIPE (1.5 MM THICK)

KILOMETER


KILOMETER


KILOMETER


KILOMETER

13

540.0000

1407.00 597.0000

540.0000

7020.00 10

609.0000

7761.00 623.0000

301.0000

6230.00 357.0000

186.4100

714.00 237.0000

KILOMETER

30

211.0000

1185.00 221.0000

SQUARE METER


SQUARE METER

16

17.2200

6630.00 22.1000

10.7600

353.60 13.6500

EACH

56

3.5000

218.40 3.9500

EACH

404

3.7500

221.20 3.9500

SQUARE METER

30

110.0000

1595.80 139.7000

EACH

50

10.7000

4191.00 15.0000

EACH

50

7.0000

750.00 6.0000

EACH

1

3390.0000

300.00 1245.0000

515,807.76

250.00 2500.0000

3390.00 TOTAL AMOUNT

500.00 5.0000

350.00 740O000 PILOT CAR

5367.60 10.0000

535.00 740M000 BALLAST FOR CONE

1515.00 178.9200

3300.00 740E000 CONES (900 MM HIGH)

196.00 3.7500


172.16 3.5000

196.00 705A005 PAVEMENT MARKERS, CLASS A, TYPE 2-D

275.52 10.7600

172.16 705A001 PAVEMENT MARKERS, CLASS A, TYPE 1-B

6330.00 17.2200

275.52 16

932.05 211.0000

6330.00 703A002 TRAFFIC CONTROL MARKINGS, CLASS 2, TYPE A

602.00 186.4100

932.05 701C001 SOLID TEMPORARY TRAFFIC STRIPE

6090.00 301.0000

602.00 5

7020.00 609.0000

6090.00 2

2131.50

1245.00 535,010.95

2500.00 558,372.48

REPORT NBR-ENSRB038




4. 99-302-402-101-710 LAWRENCE 15.371 RESURFACING AND TRAFFIC STRIPE

LOCATION: SR-#101 FROM KM 9.646 TO KM 25.504 AT ALT U.S.-#72 IN TOWN CREEK RANK 1 2 3 4 5 ITEM NO.

CONTRACTOR

BID AMOUNT

SHELBY CONTRACTING COMPANY, INC., HUNTSVILLE, AL GOOD HOPE CONTRACTING CO., INC., CULLMAN, AL BURGREEN CONTRACTING CO., INC., ATHENS, AL APAC-ALABAMA, INC., BIRMINGHAM, AL H & L TRUCKING, INC., DECATUR, AL ITEM DESCRIPTION

UNIT

305B060 CRUSHED AGGREGATE, SECTION 825, TYPE B, FOR MISCELLANEOUS USE

METRIC TON

401B007 BITUMINOUS TREATMENT KG (WITH LATEX RUBBER ADDITIVE)

SQUARE METER

405A000 TACK COAT

LITER

877,880.63 897,321.01 918,158.70 958,838.40 1,109,612.61

QUANTITY

13.7700 146209.86

10.5000 111489.00

119937

1.5433 185098.77

1.2700 152319.99

1.5500 185902.35

16813


100


9569


LUMP SUM

665F000 HAY BALES

50

.2200

.2000

.1500

3698.86

3362.60

2521.95

34.3100 233273.69

34.6500 235585.35

35.0000 237965.00

29.6600

36.4800

31.0000

2966.00

3648.00

3100.00

27.4700 262860.43

29.5300 282572.57

31.5000 301423.50

29.6200

55.1100

40.0000

1481.00

EACH

1 100

12000.0000 12000.00 5.0000

2755.50 4416.8500 4416.85 4.0000

METER

250

13.6100

10000.0000 10000.00

400.00 13.1200

3402.50

2000.00

1.0000

500.00 665J000 SILT FENCE, TYPE A

3 BURGREEN CONTRAC

11.2300 119240.14

6799

METRIC TON

2 GOOD HOPE CONTRA

10618



1 SHELBY CONTRACTI

100.00 1.0000

3280.00

250.00

REPORT NBR-ENSRB038

4.


99-302-402-101-710

ITEM NO.

ITEM DESCRIPTION

UNIT

QUANTITY

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 14 LAWRENCE

1 SHELBY CONTRACTI

2 GOOD HOPE CONTRA

3 BURGREEN CONTRAC

701A031 SOLID WHITE, CLASS 2, TYPE A TRAFFIC STRIPE (1.5 MM THICK)

KILOMETER

32

512.7500 16408.00

528.0000 16896.00

540.0000 17280.00


KILOMETER

21

574.9100 12073.11

603.0000 12663.00

615.0000 12915.00


KILOMETER

7

279.7100

304.0000

315.0000


KILOMETER

1957.97 21


KILOMETER

63


SQUARE METER

86

183.3500

2128.00 186.4100

190.0000

3850.35

3914.61

3990.00

192.6700 12138.21

211.0000 13293.00

220.0000 13860.00

17.2300

17.2200

20.0000

1481.78


15

23.6900

1480.92 27.0000

SQUARE METER

86

10.7700

405.00 10.7600

SQUARE METER

15

16.1500

925.36 10.7600

EACH

133

3.5000

161.40 3.4000

EACH

903

3.5000

452.20 3.6000

SQUARE METER

80

.0000

3250.80 65.0000

EACH

50

.0000

5200.00 5.0000

EACH

50

.0000

250.00 5.0000

EACH

1

300.0000

250.00 1500.0000

877,880.63

.00 1500.0000

300.00 TOTAL AMOUNT

.00 .0000

.00 740O000 PILOT CAR

4000.00 .0000

.00 740M000 BALLAST FOR CONE

3431.40 50.0000

.00 740E000 CONES (900 MM HIGH)

465.50 3.8000


300.00 3.5000


1290.00 20.0000


450.00 15.0000

926.22 703E001 TEMPORARY TRAFFIC CONTROL LEGENDS

1720.00 30.0000

355.35 703D001 TEMPORARY TRAFFIC CONTROL MARKINGS

2205.00

1500.00 897,321.01

1500.00 918,158.70

REPORT NBR-ENSRB038

4.


99-302-402-101-710

ITEM NO.

ITEM DESCRIPTION

UNIT

305B060 CRUSHED AGGREGATE, SECTION 825, TYPE B, FOR MISCELLANEOUS USE

METRIC TON


SQUARE METER

405A000 TACK COAT

LITER

QUANTITY

119937

1.4660 175827.64

1.8000 215886.60

16813

100


9569

LUMP SUM

5 H & L TRUCKING, 13.5000 143343.00



4 APAC-ALABAMA, IN 11.1500 118390.70

6799

METRIC TON

LAWRENCE

10618




50

.3500

.4200 5884.55

7061.46

38.2600 260129.74

39.0000 265161.00

47.1300

31.2000 4713.00

3120.00

33.9200 324580.48

33.2000 317690.80

44.6100

45.0000 2230.50

1

4060.0000 4060.00

665F000 HAY BALES

EACH

100

.0500

2250.00 53000.0000 53000.00 5.0000


METER

250

.0500

500.00 10.0000

12.50

2500.00


KILOMETER

32

507.7800 16248.96

675.0000 21600.00


KILOMETER

21

560.9100 11779.11

675.0000 14175.00


KILOMETER

7

289.2900

450.0000


KILOMETER


2025.03

KILOMETER

21 63

183.0500

3150.00 250.0000

3844.05

5250.00

188.9200 11901.96

250.0000 15750.00

REPORT NBR-ENSRB038

4.


99-302-402-101-710

ITEM NO.

ITEM DESCRIPTION


UNIT

QUANTITY

SQUARE METER

86

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 16 LAWRENCE


5 H & L TRUCKING, 21.5000

1494.68


15

25.6000

1849.00 40.0000


SQUARE METER

86

12.7800

600.00 20.0000

1099.08 703E001 TEMPORARY TRAFFIC CONTROL LEGENDS

SQUARE METER

15

17.3300

1720.00 20.0000


EACH

133

3.4200

300.00 5.0000


EACH

903

3.4200

665.00 5.2500


SQUARE METER

80

76.6600 6132.80


EACH

50

.0500

4740.75 160.0000 12800.00 15.0000


EACH

50

.0010

15.0000 .05

740O000 PILOT CAR

EACH

1 TOTAL AMOUNT

4289.0000

750.00 750.00

15000.0000 4289.00 15000.00 958,838.40 1,109,612.61

REPORT NBR-ENSRB038




5. 99-302-473-074-712 MARION 10.669 RESURFACING AND TRAFFIC STRIPE

LOCATION: U.S.-#278 (SR-#74) FROM KM 31.326 AT WHITEHOUSE TO KM 41.995 AT WINSTON RANK 1 2 ITEM NO.

CONTRACTOR

BID AMOUNT

GOOD HOPE CONTRACTING CO., INC., CULLMAN, AL DUNN CONSTRUCTION CO., INC., BIRMINGHAM, AL ITEM DESCRIPTION

UNIT


SQUARE METER

405A000 TACK COAT

LITER

639,169.88 734,446.42

QUANTITY 129019 17773

429A241 IMPROVED BITUMINOUS CONCRETE WEARING METRIC TON SURFACE LAYER, 19.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE C

9183

429A247 IMPROVED BITUMINOUS CONCRETE WEARING METRIC TON SURFACE LAYER, LEVELING, 19.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE C

100

429B245 IMPROVED BITUMINOUS CONCRETE BINDER LAYER, PATCHING, 25.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE C

METRIC TON


LUMP SUM

665F000 HAY BALES

EACH

1 GOOD HOPE CONTRA 1.2700 163854.13

2 DUNN CONSTRUCTIO

.2700

2.0700 267069.33 .2500

4798.71

4443.25

41.8900 384675.87

38.9200 357402.36

39.0200

41.5200 3902.00

50

54.0200

4152.00 69.0700

2701.00 1 25

3453.50

27806.2000 35500.0000 27806.20 35500.00 4.0000

2.4500 100.00


METER

75

16.0000

61.25 6.1300

1200.00

459.75


KILOMETER

21

540.0000 11340.00

661.5000 13891.50


KILOMETER

11

603.0000

738.6800

701A040 BROKEN WHITE, CLASS 2, TYPE A TRAFFIC STRIPE (2.3 MM THICK)

KILOMETER

6633.00 4

308.0000

8125.48 377.3000

1232.00

1509.20

REPORT NBR-ENSRB038

5.


99-302-473-074-712

ITEM NO.

ITEM DESCRIPTION

UNIT

QUANTITY


KILOMETER


KILOMETER

8

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 18 MARION

1 GOOD HOPE CONTRA 301.0000


2408.00 21

186.4100

2949.76 228.3500


KILOMETER

21

211.0000

4795.35 258.4700


SQUARE METER


SQUARE METER

472

17.2200

5427.87 21.1000

8127.84 262

10.7600

9959.20 13.1800


EACH

126

3.4000

3453.16 4.1700


EACH

98

3.4000

525.42 4.1700


EACH

418

3.6000

408.66 4.4100


SQUARE METER

26

110.0000

1843.38 134.7500

2860.00 740E000 CONES (900 MM HIGH)

EACH

50

12.0000

3503.50 24.5000


EACH

50

10.0000

1225.00 24.5000

500.00 740O000 PILOT CAR

EACH

1

3000.0000

1225.00 3062.5000


639,169.88

3062.50 734,446.42

REPORT NBR-ENSRB038




6. 99-303-103-009-713 CHEROKEE 5.861 RESURFACING AND TRAFFIC STRIPE

LOCATION: SR-#9 FROM KM 425.821 TO KM 431.682 NORTH OF SR-#35 RANK 1 2 ITEM NO.

CONTRACTOR

BID AMOUNT

MCCARTNEY CONSTRUCTION CO., INC., GADSDEN, AL C. W. MATTHEWS CONTRACTING CO.,INC., MARIETTA, GA ITEM DESCRIPTION

209A000 MAILBOX RESET, SINGLE

UNIT EACH

QUANTITY 7

423,763.96 434,808.14 1 MCCARTNEY CONSTR 90.0000

2 C. W. MATTHEWS C 100.0000

630.00 209A001 MAILBOX RESET, DOUBLE

EACH

1

185.0000

700.00 175.0000

185.00 209A002 MAILBOX RESET, MULTIPLE

EACH

2

305.0000

175.00 300.0000

610.00 305B060 CRUSHED AGGREGATE, SECTION 825, CRUSHER RUN STONE 19.0 MM DOWN, FOR MISCELLANEOUS USE

METRIC TON

405A000 TACK COAT

LITER

430

18.7500

600.00 19.5500

8062.50 24746

.2600

8406.50 .1800

6433.96

4454.28


2222

37.5000 83325.00

38.8500 86324.70


500

34.2500 17125.00

39.0700 19535.00

429B241 IMPROVED BITUMINOUS CONCRETE BINDER LAYER, 25.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE C

METRIC TON

6194

33.0000 204402.00

32.7100 202605.74

429C245 IMPROVED BITUMINOUS CONCRETE BASE LAYER, PATCHING, 37.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE C

METRIC TON

750

55.5000 41625.00

51.7500 38812.50


LUMP SUM

1

30000.0000 45532.5000 30000.00 45532.50

REPORT NBR-ENSRB038

6.


99-303-103-009-713

ITEM NO.

ITEM DESCRIPTION

UNIT

QUANTITY


KILOMETER


KILOMETER


KILOMETER


KILOMETER

12

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 20 CHEROKEE

1 MCCARTNEY CONSTR 615.0000

2 C. W. MATTHEWS C 540.0000

7380.00 6

685.0000

6480.00 609.0000

4110.00 5

310.0000

3654.00 304.0000

1550.00 10

220.0000

1520.00 186.4100


KILOMETER

12

250.0000

1864.10 211.0000


SQUARE METER


SQUARE METER

45

20.5000

2532.00 17.2200

922.50 32

13.0000

774.90 10.7600


EACH

135

4.0000

344.32 3.4000


EACH

301

4.2500

459.00 3.6000


SQUARE METER

41

227.7500

1083.60 150.0000

9337.75 740E000 CONES (900 MM HIGH)

EACH

70

5.5000

6150.00 25.0000


EACH

70

3.5000

1750.00 15.0000

245.00 TOTAL AMOUNT

423,763.96

1050.00 434,808.14

REPORT NBR-ENSRB038




7. 99-303-283-025-712 ETOWAH 6.606 RESURFACING AND TRAFFIC STRIPE

LOCATION: U.S.-#411 (SR-#25) FROM KM 352.872 IN GADSDEN TO KM 359.478 RANK 1 ITEM NO.

CONTRACTOR

BID AMOUNT

MCCARTNEY CONSTRUCTION CO., INC., GADSDEN, AL ITEM DESCRIPTION


UNIT EACH

703,036.33

QUANTITY 7

1 MCCARTNEY CONSTR 90.0000 630.00

209A002 MAILBOX RESET, MULTIPLE

EACH

1

305.0000 305.00

305B060 CRUSHED AGGREGATE, SECTION 825, CRUSHER RUN STONE 19.0 MM DOWN, FOR MISCELLANEOUS USE

METRIC TON

405A000 TACK COAT

LITER

453

18.0000 8154.00

35368

.2600 9195.68


3150


250

429B241 IMPROVED BITUMINOUS CONCRETE BINDER LAYER, 25.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE C

38.6000 121590.00 35.0000 8750.00

METRIC TON

8324

33.0000 274692.00

429C245 IMPROVED BITUMINOUS CONCRETE BASE LAYER, METRIC TON PATCHING, 37.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE C

2000

54.5000 109000.00

429C251 IMPROVED BITUMINOUS CONCRETE BASE LAYER, METRIC TON WIDENING, 37.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE C

1378

36.5000 50297.00

1

66500.0000 66500.00


LUMP SUM

REPORT NBR-ENSRB038

7.


99-303-283-025-712

ITEM NO.

ITEM DESCRIPTION

UNIT


KILOMETER


KILOMETER


KILOMETER


KILOMETER


KILOMETER


METER


KILOMETER

QUANTITY 16

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 22 ETOWAH

1 MCCARTNEY CONSTR 615.0000 9840.00

7

685.0000 4795.00

1

615.0000 615.00

2

450.0000 900.00

5

435.0000 2175.00

118

1.6500 194.70

13

220.0000 2860.00


KILOMETER

13

250.0000 3250.00


SQUARE METER

190

20.5000 3895.00


7

32.3000 226.10


SQUARE METER

152

13.0000 1976.00

705A000 PAVEMENT MARKERS, CLASS A, TYPE 1-A

EACH

87

4.0000 348.00

705A001 PAVEMENT MARKERS, CLASS A, TYPE 1-B

EACH

267

4.0000 1068.00

705A004 PAVEMENT MARKERS, CLASS A, TYPE 2-C

EACH

35

4.2500 148.75

705A005 PAVEMENT MARKERS, CLASS A, TYPE 2-D

EACH

230

4.2500 977.50

705A006 PAVEMENT MARKERS, CLASS A, TYPE 2-E

EACH

69

4.4000 303.60

REPORT NBR-ENSRB038

7.


99-303-283-025-712

ITEM NO.

ITEM DESCRIPTION

UNIT

QUANTITY


SQUARE METER

71


EACH

70

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 23 ETOWAH

1 MCCARTNEY CONSTR 225.0000 15975.00 7.5000 525.00

740M000 BALLAST FOR CONE

EACH

70

5.0000 350.00

741C010 PORTABLE SEQUENTIAL ARROW AND CHEVRON SIGN UNIT

EACH

1

3500.0000 3500.00

TOTAL AMOUNT

703,036.33

REPORT NBR-ENSRB038




8. 99-303-595-038-707 SHELBY 11.333 PLANING, RESURFACING AND TRAFFIC STRIPE LOCATION: U.S.-#280 (SR-#38) FROM KM 39.682 WEST OF HARPERSVILLE TO KM 51.015 AT RANK 1 2 ITEM NO.

CONTRACTOR

BID AMOUNT

APAC-ALABAMA, INC., BIRMINGHAM, AL DUNN CONSTRUCTION CO., INC., BIRMINGHAM, AL ITEM DESCRIPTION


UNIT EACH

1,439,070.84 1,496,615.84

QUANTITY 8



2400.00 209A001 MAILBOX RESET, DOUBLE

EACH

3

375.0000

509.28 63.6600

1125.00 209A002 MAILBOX RESET, MULTIPLE

EACH


SQUARE METER

405A000 TACK COAT

LITER

1

750.0000

190.98 63.6600

750.00

63.66

.7140 45047.69

.7600 47949.92

.0010 106.99

.2200 23537.36

20357

1.0500 21374.85

1.4500 29517.65

63092 106988


SQUARE METER

429A260 IMPROVED BITUMINOUS CONCRETE WEARING SURFACE LAYER, 12.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

METRIC TON

8242

35.5000 292591.00

33.2600 274128.92

429A269 IMPROVED BITUMINOUS CONCRETE WEARING METRIC TON SURFACE LAYER, WIDENING, 12.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

1389

40.6000 56393.40

42.7600 59393.64

429B261 IMPROVED BITUMINOUS CONCRETE BINDER LAYER, 25.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

METRIC TON

22893

29.0000 663897.00

28.7100 657258.03

429B269 IMPROVED BITUMINOUS CONCRETE BINDER LAYER, LEVELING, 25.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

METRIC TON

3944

29.0000 114376.00

30.9100 121909.04

429B272 IMPROVED BITUMINOUS CONCRETE BINDER LAYER, WIDENING, 25.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

METRIC TON

3157

30.0000 94710.00

38.8300 122586.31

REPORT NBR-ENSRB038

8.


99-303-595-038-707

ITEM NO.

ITEM DESCRIPTION

UNIT

429C265 IMPROVED BITUMINOUS CONCRETE BASE LAYER, METRIC TON PATCHING, 37.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

QUANTITY 250


LUMP SUM

1


KILOMETER

18


KILOMETER


KILOMETER


KILOMETER


KILOMETER


METER


KILOMETER


1 APAC-ALABAMA, IN 76.0000 19000.00

2 DUNN CONSTRUCTIO

22000.0000 25048.1600 22000.00 25048.16 483.0000

552.5400 8694.00

6

588.0000


9945.72 672.6600

3528.00 18

483.0000

4035.96 552.5400

8694.00 23

315.0000

9945.72 360.3600

7245.00 4

315.0000

8288.28 360.3600

1260.00 5272

1.6800 8856.96

54

173.2500 9355.50


59.3100 14827.50

KILOMETER

12

SQUARE METER

1166


181

199.5000

1441.44 1.9200 10122.24 198.2000 10702.80 228.2300

2394.00

2738.76

18.9000 22037.40

21.6200 25208.92

19.9500

22.8200 3610.95


SQUARE METER

204

10.5000

4130.42 12.0100


EACH

953

3.1500

2450.04 3.6000


EACH

165

3.2600

3430.80 3.7200

537.90 705A004 PAVEMENT MARKERS, CLASS A, TYPE 2-C

EACH

8

3.3600

613.80 3.8500

26.88

30.80

REPORT NBR-ENSRB038

8.


99-303-595-038-707

ITEM NO.

ITEM DESCRIPTION

705A005 PAVEMENT MARKERS, CLASS A, TYPE 2-D

UNIT

QUANTITY

EACH

200


1 APAC-ALABAMA, IN

2 DUNN CONSTRUCTIO

3.3600

3.8500 672.00

730H000 LOOP DETECTOR

METER

544

6.8300

770.00 9.0100

3715.52 730I000 SHIELDED LOOP DETECTOR HOME-RUN CABLE

METER

200


SQUARE METER


EACH

105 70

4.2000

4901.44 6.0100

840.00

1202.00

97.6500 10253.25

127.3300 13369.65

13.6500

15.2800 955.50


EACH

70

6.8300

10.1900 478.10

741C010 PORTABLE SEQUENTIAL ARROW AND CHEVRON SIGN UNIT

EACH

2 TOTAL AMOUNT

3500.0000

1069.60 713.30

2291.8500 7000.00 4583.70 1,439,070.84 1,496,615.84

REPORT NBR-ENSRB038




11. 99-305-381-018-701 LAMAR 10.500 RESURFACING AND TRAFFIC STRIPE

LOCATION: SR-#18 FROM KM 15.71 IN VERNON TO KM 26.21 AT CR-#49 IN CROSSVILLE RANK 1 2 ITEM NO.

CONTRACTOR

BID AMOUNT

S. T. BUNN CONSTRUCTION CO., TUSCALOOSA, AL DUNN CONSTRUCTION CO., INC., BIRMINGHAM, AL ITEM DESCRIPTION

UNIT

621,498.56 718,866.21

QUANTITY


CUBIC METER

7500

212A000 MACHINE GRADING SHOULDERS

STATION(S)

199

1 S. T. BUNN CONST 6.9000 51750.00

2 DUNN CONSTRUCTIO

10.0000 1990.00

405A000 TACK COAT

LITER

21458

.2600

10.1500 76125.00 125.5200 24978.48 .2500

5579.08

5364.50


3679

39.0000 143481.00

43.2700 159190.33


454

40.0000 18160.00

51.4500 23358.30

429A229 IMPROVED BITUMINOUS CONCRETE WEARING METRIC TON SURFACE LAYER, WIDENING, 12.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B

251

51.3500 12888.85

59.9800 15054.98

35.2500 285207.75

38.0700 308024.37

44.0000

53.8300


METRIC TON

8091


METRIC TON

122

429C225 IMPROVED BITUMINOUS CONCRETE BASE LAYER, PATCHING, 37.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B

METRIC TON

227

430B000 AGGREGATE SURFACING (ALDOT #467 OR #57)

METRIC TON

86

5368.00

6567.26

63.0000 14301.00

67.7800 15386.06

44.0000

14.0900 3784.00

1211.74

REPORT NBR-ENSRB038

11.


99-305-381-018-701

ITEM NO.

ITEM DESCRIPTION

UNIT

QUANTITY


LUMP SUM

1

651C000 8-8-8 COMMERCIAL FERTILIZER

METRIC TON

3

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 33 LAMAR

1 S. T. BUNN CONST

2 DUNN CONSTRUCTIO

43300.0000 12251.7400 43300.00 12251.74 300.0000

245.0300 900.00

652A050 SEEDING (MIX 1A)

HECTARE

3

500.0000

735.09 2450.3500

1500.00 652A053 SEEDING (MIX 1E)

HECTARE

3

500.0000

7351.05 2450.3500

1500.00 656A000 MULCHING, CLASS A, TYPE 1

HECTARE

6

450.0000 2700.00

665F000 HAY BALES

EACH

10

3.0000

7351.05 2450.3500 14702.10 3.6800


METER

15

3.0000

36.80 8.5800

45.00 701A000 BROKEN WHITE, CLASS 1, TYPE A TRAFFIC STRIPE

KILOMETER

701A004 SOLID WHITE, CLASS 1, TYPE A TRAFFIC STRIPE

KILOMETER

701A008 BROKEN YELLOW, CLASS 1, TYPE A TRAFFIC STRIPE

KILOMETER

701A012 SOLID YELLOW, CLASS 1, TYPE A TRAFFIC STRIPE

KILOMETER

701B000 DOTTED CLASS 1, TYPE A TRAFFIC STRIPE

METER

1

93.2000

128.70 114.1900

93.20 20

186.4100

114.19 228.3900

3728.20 9

87.0000

4567.80 106.5900

783.00 10

180.2000

959.31 220.7800

1802.00 21

1.0000

2207.80 1.2300

21.00 701C000 BROKEN TEMPORARY TRAFFIC STRIPE

KILOMETER

18

186.4100

25.83 228.3900


KILOMETER

15

211.2600

4111.02 258.8300


SQUARE METER


131

10.7600

3882.45 13.1800

1409.56 4

10.7600

1726.58 13.1800

43.04

52.72

REPORT NBR-ENSRB038

11.


99-305-381-018-701

ITEM NO.

ITEM DESCRIPTION


UNIT

QUANTITY

SQUARE METER

85


SQUARE METER

93


EACH

83

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 34 LAMAR

1 S. T. BUNN CONST 10.7600


914.60

1120.30

112.0000 10416.00

140.9000 13103.70

10.0000

18.3800 830.00


EACH

83

3.0000

1525.54 18.3800

249.00 740O000 PILOT CAR

EACH

1

1200.0000

1525.54 4288.1100


EACH

1

1000.0000

4288.11 1837.7700


621,498.56

1837.77 718,866.21

REPORT NBR-ENSRB038




12. 99-305-543-032-701 PICKENS 5.729 RESURFACING AND TRAFFIC STRIPE

LOCATION: SR-#32 FROM KM 0.000 AT MISSISSIPPI STATE LINE TO KM 5.72 AT SR-#17 RANK 1 ITEM NO.

CONTRACTOR

BID AMOUNT

S. T. BUNN CONSTRUCTION CO., TUSCALOOSA, AL ITEM DESCRIPTION

UNIT

417,154.11

QUANTITY


CUBIC METER

3000

212A000 MACHINE GRADING SHOULDERS

STATION(S)

115

1 S. T. BUNN CONST 9.5000 28500.00 17.5000 2012.50

405A000 TACK COAT

LITER

11536

.2500 2884.00


1873

41.7300 78160.29


907

46.1300 41839.91

429A229 IMPROVED BITUMINOUS CONCRETE WEARING METRIC TON SURFACE LAYER, WIDENING, 12.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B

155

60.0000 9300.00


METRIC TON

4697


METRIC TON

53

429C225 IMPROVED BITUMINOUS CONCRETE BASE LAYER, PATCHING, 37.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B

METRIC TON

400


METRIC TON

24

38.4500 180599.65 60.0000 3180.00 65.7600 26304.00 46.2000 1108.80

REPORT NBR-ENSRB038

12.


99-305-543-032-701

ITEM NO.

ITEM DESCRIPTION

UNIT

QUANTITY


LUMP SUM

1

651C000 8-8-8 COMMERCIAL FERTILIZER

METRIC TON

1

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 36 PICKENS

1 S. T. BUNN CONST 25750.0000 25750.00 350.0000 350.00

652A050 SEEDING (MIX 1A)

HECTARE

1

1100.0000 1100.00

652A053 SEEDING (MIX 1E)

HECTARE

1

1100.0000 1100.00

656A000 MULCHING, CLASS A, TYPE 1

HECTARE

1

1000.0000 1000.00

665F000 HAY BALES

EACH

10

1.0000 10.00


METER

15

1.0000 15.00

701A004 SOLID WHITE, CLASS 1, TYPE A TRAFFIC STRIPE

KILOMETER

701A008 BROKEN YELLOW, CLASS 1, TYPE A TRAFFIC STRIPE

KILOMETER

701A012 SOLID YELLOW, CLASS 1, TYPE A TRAFFIC STRIPE

KILOMETER


KILOMETER

11

186.4100 2050.51

5

90.1000 450.50

4

180.2000 720.80

11

186.4100 2050.51


KILOMETER

7

211.0000 1477.00


SQUARE METER


SQUARE METER

8

10.7600 86.08

6

10.7600 64.56

REPORT NBR-ENSRB038

12.


99-305-543-032-701

ITEM NO.

ITEM DESCRIPTION


UNIT

QUANTITY

SQUARE METER

42

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 37 PICKENS

1 S. T. BUNN CONST 120.0000 5040.00

740O000 PILOT CAR

EACH

1

2000.0000 2000.00

TOTAL AMOUNT

417,154.11

REPORT NBR-ENSRB038




13. 99-305-632-006-701 TUSCALOOSA 3.020 RESURFACING AND TRAFFIC STRIPE

LOCATION: U.S.-#82 (SR-#6) FROM KM 69.07 TO KM 72.09 IN NORTHPORT RANK 1 2 ITEM NO.

CONTRACTOR

BID AMOUNT

APAC-ALABAMA, INC., BIRMINGHAM, AL S. T. BUNN CONSTRUCTION CO., TUSCALOOSA, AL ITEM DESCRIPTION


UNIT CUBIC METER

460,608.57 473,981.36

QUANTITY 1143


2 S. T. BUNN CONST

6423.66 212A000 MACHINE GRADING SHOULDERS

STATION(S)

121


SQUARE METER

14009

405A000 TACK COAT

LITER

16112

53.8600

9.7200 11109.96 1.0000

6517.06

121.00

1.1600 16250.44

1.1800 16530.62

.2100

.2500 3383.52

4028.00

429A260 IMPROVED BITUMINOUS CONCRETE WEARING METRIC TON SURFACE LAYER, 12.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

2258

34.3700 77607.46

34.2100 77246.18

429A266 IMPROVED BITUMINOUS CONCRETE WEARING METRIC TON SURFACE LAYER, LEVELING, 12.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

907

38.1900 34638.33

37.8700 34348.09

429A269 IMPROVED BITUMINOUS CONCRETE WEARING METRIC TON SURFACE LAYER, WIDENING, 12.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

246

48.6900 11977.74

49.5000 12177.00

429B261 IMPROVED BITUMINOUS CONCRETE BINDER LAYER, 25.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

METRIC TON

6745

29.1800 196819.10

29.9500 202012.75

429B269 IMPROVED BITUMINOUS CONCRETE BINDER LAYER, LEVELING, 25.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

METRIC TON

760

35.5700 27033.20

42.0000 31920.00

429B272 IMPROVED BITUMINOUS CONCRETE BINDER LAYER, WIDENING, 25.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

METRIC TON

781

36.6800 28647.08

42.0000 32802.00

REPORT NBR-ENSRB038

13.


99-305-632-006-701

ITEM NO.

ITEM DESCRIPTION

UNIT

429C265 IMPROVED BITUMINOUS CONCRETE BASE LAYER, PATCHING, 37.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

METRIC TON


METRIC TON

QUANTITY 109

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 39 TUSCALOOSA



9365.28 32

23.3200

5450.00 40.0000


LUMP SUM

1

2039.1000

1280.00 9000.0000

2039.10 651C000 8-8-8 COMMERCIAL FERTILIZER

METRIC TON

2

309.0000

9000.00 300.0000

618.00 652A054 SEEDING (MIX 2A)

HECTARE

1

1030.0000

600.00 1000.0000

1030.00 652A056 SEEDING (MIX 2E)

HECTARE

1

1030.0000

1000.00 1000.0000

1030.00 656A000 MULCHING, CLASS A, TYPE 1

HECTARE

2

927.0000

1000.00 900.0000

1854.00 665F000 HAY BALES

EACH

10

10.8200

1800.00 1.0000


METER

15

26.8800

10.00 1.0000

403.20 701A031 SOLID WHITE, CLASS 2, TYPE A TRAFFIC STRIPE (1.5 MM THICK)

KILOMETER


KILOMETER


KILOMETER


METER


KILOMETER

6

571.6500

15.00 555.0000

3429.90 7

633.4500

3330.00 615.0000

4434.15 6

384.1900

4305.00 373.0000

2305.14 1799

1.4800

2238.00 1.4400

2662.52 12

192.0000

2590.56 186.4100


KILOMETER

1

217.6000

2236.92 211.2600


SQUARE METER

229

17.7400

211.26 17.2200

4062.46

3943.38

REPORT NBR-ENSRB038

13.


99-305-632-006-701

ITEM NO.

ITEM DESCRIPTION

UNIT

QUANTITY


23

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 40 TUSCALOOSA




SQUARE METER

414

11.0800

621.00 10.7600


SQUARE METER

62

116.8200

4454.64 110.0000

7242.84 740E000 CONES (900 MM HIGH)

EACH

70

13.9900

6820.00 3.0000


EACH

70

9.0700

210.00 1.0000


EACH

1

617.4000

70.00 500.0000

617.40 TOTAL AMOUNT

460,608.57

500.00 473,981.36

REPORT NBR-ENSRB038




14. 99-308-601-008-713 SUMTER 9.691 PLANING, RESURFACING AND TRAFFIC STRIPE

LOCATION: U.S.-#80 (SR-#8) FROM KM 3.345 AT CUBA TO KM 13.036 IN YORK RANK 1 2 3 ITEM NO.

CONTRACTOR

BID AMOUNT

S. T. BUNN CONSTRUCTION CO., TUSCALOOSA, AL DUNN & BUSH CONSTRUCTION, LLC, , APAC-MISSISSIPPI, INC., COLUMBUS, MS ITEM DESCRIPTION

UNIT

305A000 BORROW, SECTION 210, FOR MISCELLANEOUS USE

CUBIC METER

405A000 TACK COAT

LITER

815,107.17 908,590.58 1,041,401.37

QUANTITY 3800

7.7000 29260.00

3 APAC-MISSISSIPPI

9.0000 34200.00 .2300

10.0000 38000.00

5765.41

.5500 13786.85

68949

.5600 38611.44

.5700 39300.93

.6000 41369.40

424A261 SUPERPAVE BITUMINOUS CONCRETE WEARING METRIC TON SURFACE LAYER, 19.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

6470

35.5000 229685.00

40.0000 258800.00

45.5000 294385.00

424A264 SUPERPAVE BITUMINOUS CONCRETE WEARING METRIC TON SURFACE LAYER, PATCHING, 19.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

50

60.0000

65.0000

81.3000

424A266 SUPERPAVE BITUMINOUS CONCRETE WEARING METRIC TON SURFACE LAYER, LEVELING, 12.5 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

SQUARE METER

.2600

2

6517.42 408A002 PLANING EXISTING PAVEMENT (APPROXIMATELY 0 MM THRU 25 MM THICK)

25067

1 S. T. BUNN CONST

3000.00

3250.00

4065.00

1035

37.2000 38502.00

44.0000 45540.00

53.2500 55113.75

34.0200 411029.64

36.0000 434952.00

45.8500 553959.70

424B261 SUPERPAVE BITUMINOUS CONCRETE BINDER LAYER, 25.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D

METRIC TON

12082

428A000 SCORING BITUMINOUS PAVEMENT SURFACE

METER

18890

.1100

.1100

.1100

2077.90 430B000 AGGREGATE SURFACING (ALDOT #467 OR #57)

METRIC TON

100

34.0000

34.0000 3400.00


LUMP SUM

1

2077.90

2077.90 39.1000

3400.00

33850.0000 60000.0000 33850.00 60000.00

3910.00 2500.0000 2500.00

REPORT NBR-ENSRB038

14.


99-308-601-008-713

ITEM NO.

ITEM DESCRIPTION

665F000 HAY BALES

UNIT

QUANTITY

EACH

100

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 42 SUMTER


2

3 APAC-MISSISSIPPI

6.4500

8.0000


METER

150

7.0000

645.00 11.7500

20.0000

1050.00 701A030 SOLID WHITE, CLASS 2T, TYPE A, TRAFFIC STRIPE

KILOMETER


KILOMETER


KILOMETER


KILOMETER

20

338.0000

1762.50 329.0000

615.0000

6580.00 609.0000

341.0000

1827.00 298.0000

186.4100

2086.00 174.0000

KILOMETER

3

211.0000

1218.00 199.0000

SQUARE METER

5

17.2200

597.00 17.2200

8

27.0000

86.10 25.8300

EACH

67

3.4000

206.64 3.3000

EACH

90

3.6000

221.10 3.5000

SQUARE METER

24

110.0000

315.00 115.0000

EACH

1

1600.0000

TOTAL AMOUNT

2760.00 3000.0000

1600.00 815,107.17

324.00 225.0000

2640.00 740O000 PILOT CAR

227.80 3.6000


216.00 3.4000


86.10 27.0000


633.00 17.2200

86.10


1304.87 211.0000


2387.00 186.4100


1845.00 341.0000

2387.00 7

6760.00 615.0000

1845.00 7

3000.00 338.0000

6760.00 3

800.00

5400.00

9250.0000 3000.00 9250.00 908,590.58 1,041,401.37

REPORT NBR-ENSRB038




15. 99-308-663-028-714 WILCOX 9.093 PLANING, RESURFACING AND TRAFFIC STRIPE

LOCATION: SR-#28 FROM KM 105.929 AT CATHERINE TO KM 115.022 WEST OF MILLERS FERRY RANK 1 2 ITEM NO.

CONTRACTOR

BID AMOUNT

ASPHALT CONTRACTORS, INC., MONTGOMERY, AL SOUTHWEST ALABAMA CONSTRUCTION, INC., JACKSON, AL ITEM DESCRIPTION

UNIT

305A000 BORROW, SECTION 210, FOR MISCELLANEOUS USE

CUBIC METER

405A000 TACK COAT

LITER

QUANTITY 1500

434,386.40 574,350.74 1 ASPHALT CONTRACT 6.0000

2 SOUTHWEST ALABAM

9000.00 12724

.2000

9.1500 13725.00 .2100

2544.80

2672.04


SQUARE METER

65385

.5400 35307.90

.5000 32692.50

428A000 SCORING BITUMINOUS PAVEMENT SURFACE

METER

18056

.2000

.1500


6218

429A224 IMPROVED BITUMINOUS CONCRETE WEARING METRIC TON SURFACE LAYER, PATCHING, 19.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B

50


3611.20

2708.40

29.7500 184985.50

37.1400 230936.52

60.5000

65.0000 3025.00

3250.00

996

29.7500 29631.00

42.7700 42598.92

31.0000 121799.00

37.4800 147258.92

16.5000

26.4000

429C220 IMPROVED BITUMINOUS CONCRETE BASE LAYER, 25.0 MM MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B

METRIC TON

3929


METRIC TON

100


LUMP SUM

665F000 HAY BALES

EACH

1 100

2640.00

14000.0000 56673.4400 14000.00 56673.44 5.0000

6.0000 500.00

600.00

REPORT NBR-ENSRB038

15.


99-308-663-028-714

ITEM NO.

ITEM DESCRIPTION


UNIT

QUANTITY

METER

150

RUN DATE--03/17/97 RUN TIME--09.36.16 PAGE 44 WILCOX

1 ASPHALT CONTRACT 8.0000

2 SOUTHWEST ALABAM 14.5000

1200.00 701A030 SOLID WHITE, CLASS 2T, TYPE A, TRAFFIC STRIPE

KILOMETER


KILOMETER


KILOMETER


KILOMETER

19

320.0000

2175.00 350.0000

6080.00 11

580.0000

6650.00 650.0000

6380.00 6

250.0000

7150.00 330.0000

1500.00 12

145.0000

1980.00 180.0000


KILOMETER

22

187.0000

2160.00 210.0000


SQUARE METER

7

16.0000

4620.00 22.0000

112.00


6

27.0000

154.00 35.0000


EACH

163

3.2500

210.00 3.7500


EACH

509

3.2500

611.25 3.7500


SQUARE METER

24

140.0000

1908.75 124.0000

3360.00 740O000 PILOT CAR

EACH

1

1500.0000

2976.00 8000.0000


434,386.40

8000.00 574,350.74

REPORT NBR-ENSRB038 ALABAMA DEPARTMENT OF TRANSPORTATION

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