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LETTING DATE : 04/23/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/23/03
PAGE : 1
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 007765.05 COMPLETION DATE : 08/15/03
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PROJECT(S): STP-7765(05)X LOCATION(S): Standish (Pipe) MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-A068(000)X Standish
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : STRUT NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000348 F R CARROLL INC. $ 812,511.50 100.0000%
2 000004 BLUE ROCK, INDUSTRIES $ 899,090.75 110.6558%
3 000059 PIKE INDUSTRIES, INC. $ 919,920.50 113.2194%
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|( 1 ) 000348 |( 2 ) 000004 |( 3 ) 000059
|F R CARROLL INC. |BLUE ROCK, INDUSTRIES |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 20.000 EA | 650.00000 13000.00| 472.50000 9450.00| 300.00000 6000.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 33.000 EA | 180.00000 5940.00| 157.50000 5197.50| 200.00000 6600.00
REMOVING STUMP | | |
0030 202.203 1190.000 SY | 14.00000 16660.00| 12.40000 14756.00| 20.00000 23800.00
PAVEMENT BUTT JOINTS | | |
0040 211.20 16500.000 LF | 1.65000 27225.00| 2.36000 38940.00| 2.00000 33000.00
INSLOPE EXCAVATION | | |
0050 211.30 2300.000 LF | 2.90000 6670.00| 2.88000 6624.00| 3.00000 6900.00
DITCH EXCAVATION | | |
0060 403.207 100.000 T | 45.00000 4500.00| 46.60000 4660.00| 65.00000 6500.00
HOT MIX ASPHALT 19.0 MM HMA | | |
0070 403.209 120.000 T | 100.00000 12000.00| 83.10000 9972.00| 80.00000 9600.00
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
0080 403.210 6500.000 T | 37.00000 240500.00| 41.00000 266500.00| 39.00000 253500.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0090 403.211 5100.000 T | 36.00000 183600.00| 43.00000 219300.00| 39.00000 198900.00
HOT MIX ASPHALT (SHIMMING) | | |
0100 409.15 3800.000 G | 2.50000 9500.00| 2.75000 10450.00| 3.75000 14250.00
BITUMINOUS TACK COAT APPLIED | | |
0110 411.10 40.000 CY | 125.00000 5000.00| 63.00000 2520.00| 40.00000 1600.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
LETTING DATE : 04/23/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/23/03
PAGE : 2
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 007765.05
=========
====================================================================================================================================
|( 1 ) 000348 |( 2 ) 000004 |( 3 ) 000059
|F R CARROLL INC. |BLUE ROCK, INDUSTRIES |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 603.16 100.000 LF | 27.00000 2700.00| 36.75000 3675.00| 30.00000 3000.00
15 INCH CULVERT PIPE OPTION I | | |
0130 603.17 72.000 LF | 30.00000 2160.00| 42.00000 3024.00| 34.00000 2448.00
18 INCH CULVERT PIPE OPTION I | | |
0140 603.179 120.000 LF | 70.00000 8400.00| 63.00000 7560.00| 60.00000 7200.00
18 INCH CULVERT PIPE OPTION III | | |
0150 603.19 72.000 LF | 37.00000 2664.00| 52.50000 3780.00| 40.00000 2880.00
24 INCH CULVERT PIPE OPTION I | | |
0160 603.385 1.000 EA | 22220.00000 22220.00| 27825.00000 27825.00| 24500.00000 24500.00
71 INCH SPAN 47 INCH RISE PIPE ARCH | | |
METAL CULVERT CONNECTOR | | |
0170 606.17 2450.000 LF | 10.00000 24500.00| 10.50000 25725.00| 10.00000 24500.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0180 606.178 150.000 LF | 5.00000 750.00| 5.25000 787.50| 5.00000 750.00
GUARDRAIL BEAM | | |
0190 606.21 25.000 LF | 11.50000 287.50| 12.10000 302.50| 11.50000 287.50
GUARDRAIL TYPE 3B - 15 FOOT RADIUS AND | | |
LESS | | |
0200 606.22 25.000 LF | 11.50000 287.50| 12.10000 302.50| 11.50000 287.50
GUARDRAIL TYPE 3B - OVER 15 FOOT RADIUS | | |
0210 606.35 40.000 EA | 30.00000 1200.00| 31.50000 1260.00| 30.00000 1200.00
GUARDRAIL DELINEATOR POST | | |
0220 606.351 6.000 EA | 20.00000 120.00| 21.00000 126.00| 20.00000 120.00
REMOVE AND RESET GUARDRAIL DELINEATOR | | |
POSTS | | |
0230 606.47 5.000 EA | 35.00000 175.00| 36.75000 183.75| 35.00000 175.00
SINGLE WOOD POST | | |
0240 606.59 225.000 LF | 11.50000 2587.50| 12.10000 2722.50| 11.50000 2587.50
GUARDRAIL TYPE 3 - 15 FOOT RADIUS AND | | |
LESS | | |
0250 606.754 27.000 EA | 750.00000 20250.00| 630.00000 17010.00| 950.00000 25650.00
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0260 606.79 27.000 EA | 1500.00000 40500.00| 1575.00000 42525.00| 1500.00000 40500.00
GUARDRAIL 350 FLARED TERMINAL | | |
0270 609.31 3300.000 LF | 4.70000 15510.00| 3.05000 10065.00| 5.25000 17325.00
CURB TYPE 3 | | |
0280 610.08 120.000 CY | 42.00000 5040.00| 63.00000 7560.00| 22.00000 2640.00
PLAIN RIPRAP | | |
0290 613.319 2050.000 SY | 2.00000 4100.00| 1.60000 3280.00| 2.00000 4100.00
EROSION CONTROL BLANKET | | |
LETTING DATE : 04/23/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/23/03
PAGE : 3
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 007765.05
=========
====================================================================================================================================
|( 1 ) 000348 |( 2 ) 000004 |( 3 ) 000059
|F R CARROLL INC. |BLUE ROCK, INDUSTRIES |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 618.1401 180.000 UN | 13.85000 2493.00| 14.55000 2619.00| 14.00000 2520.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0310 619.1201 180.000 UN | 14.55000 2619.00| 7.45000 1341.00| 7.25000 1305.00
MULCH - PLAN QUANTITY | | |
0320 619.1401 270.000 CY | 25.00000 6750.00| 26.25000 7087.50| 16.00000 4320.00
EROSION CONTROL MIX | | |
0330 620.58 390.000 SY | 1.70000 663.00| 2.10000 819.00| 1.50000 585.00
EROSION CONTROL GEOTEXTILE | | |
0340 627.76 LUMP| 1500.00000 1500.00| 6143.00000 6143.00| 2500.00000 2500.00
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0350 629.05 20.000 HR | 25.00000 500.00| 36.75000 735.00| 30.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0360 631.12 20.000 HR | 100.00000 2000.00| 94.50000 1890.00| 80.00000 1600.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0370 631.14 20.000 HR | 100.00000 2000.00| 105.00000 2100.00| 100.00000 2000.00
GRADER (INCLUDING OPERATOR) | | |
0380 631.172 20.000 HR | 45.00000 900.00| 42.00000 840.00| 45.00000 900.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0390 631.18 20.000 HR | 37.00000 740.00| 38.85000 777.00| 10.00000 200.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0400 631.21 10.000 HR | 80.00000 800.00| 52.50000 525.00| 75.00000 750.00
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0410 631.22 10.000 HR | 75.00000 750.00| 63.00000 630.00| 75.00000 750.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0420 631.221 10.000 HR | 55.00000 550.00| 52.50000 525.00| 60.00000 600.00
SMALL FRONT-END LOADER (INCLUDING | | |
OPERATOR) | | |
0430 631.32 16.000 HR | 150.00000 2400.00| 152.25000 2436.00| 300.00000 4800.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0440 639.19 1.000 EA | 6000.00000 6000.00| 5424.00000 5424.00| 4500.00000 4500.00
FIELD OFFICE TYPE B | | |
0450 652.39 LUMP| 47000.00000 47000.00| 74866.00000 74866.00| 79350.00000 79350.00
WORK ZONE TRAFFIC CONTROL | | |
0460 656.55 20.000 CY | 40.00000 800.00| 63.00000 1260.00| 17.00000 340.00
DUMPED STONE | | |
0470 656.75 LUMP| 6000.00000 6000.00| 7665.00000 7665.00| 17500.00000 17500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0480 659.10 LUMP| 50000.00000 50000.00| 35325.00000 35325.00| 74000.00000 74000.00
MOBILIZATION | | |
SECTION TOTALS | $ 812,511.50| $ 899,090.75| $ 919,920.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 812,511.50| $ 899,090.75| $ 919,920.50
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