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LETTING DATSTP-9106(00)X MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : SANFORD TABULATION OF BIDS
SHAPLEIGH
ACTON CONTRACT ID : 009103.00
=========
COMPLETION DATE : 09/01/01
PROJECT(S): STP-9103(00)X COUNTIE(S) : YORK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : LEVEL 2 RESURFACING ATTEST : _______________________________
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. $ 675,490.56 100.0000%
2 000855 BRIDGECORP $ 796,726.80 117.9479%
3 000061 STUART, TORNO & STUART, INC. $ 887,726.14 131.4195%
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|( 1 ) 000348 |( 2 ) 000855 |( 3 ) 000061
|F R CARROLL INC. |BRIDGECORP |STUART, TORNO & STUART, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 850.000 M2 | 15.00000 12750.00| 25.00000 21250.00| 28.75000 24437.50
PAVEMENT BUTT JOINTS | | |
0020 203.202 4350.000 M | 5.00000 21750.00| 7.50000 32625.00| 10.00000 43500.00
INSLOPE EXCAVATION | | |
0030 203.203 8050.000 M | 9.00000 72450.00| 9.00000 72450.00| 15.00000 120750.00
DITCH EXCAVATION | | |
0040 204.20 10896.000 M2 | 2.88000 31380.48| 4.20000 45763.20| 4.00000 43584.00
ADD SHOULDER AGGREGATE TO EXISTING | | |
SHOULDER, PLAN QUANTITY | | |
0050 204.41 5072.000 M2 | 5.75000 29164.00| 4.65000 23584.80| 8.00000 40576.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0060 403.209 135.000 MG | 85.00000 11475.00| 150.00000 20250.00| 103.50000 13972.50
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0070 403.210 4825.000 MG | 33.00000 159225.00| 37.00000 178525.00| 42.50000 205062.50
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.211 2550.000 MG | 33.50000 85425.00| 37.00000 94350.00| 42.50000 108375.00
HOT MIX ASPHALT (SHIM) | | |
0090 409.15 4650.000 L | 0.85000 3952.50| 1.00000 4650.00| 1.00000 4650.00
BITUMINOUS TACK COAT APPLIED | | |
0100 411.10 40.000 M3 | 80.00000 3200.00| 120.00000 4800.00| 50.00000 2000.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
LETTING DATE : 01/31/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : SANFORD TABULATION OF BIDS
SHAPLEIGH
ACTON CONTRACT ID : 009103.00
=========
====================================================================================================================================
|( 1 ) 000348 |( 2 ) 000855 |( 3 ) 000061
|F R CARROLL INC. |BRIDGECORP |STUART, TORNO & STUART, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 603.16 10.000 M | 85.00000 850.00| 110.00000 1100.00| 115.00000 1150.00
375 MM CULVERT PIPE OPTION I | | |
0120 603.17 10.000 M | 93.00000 930.00| 120.00000 1200.00| 150.00000 1500.00
450 MM CULVERT PIPE OPTION I | | |
0130 604.167 3.000 EA | 325.00000 975.00| 300.00000 900.00| 200.00000 600.00
ALTER CATCH BASIN GRATE TO CASCADE | | |
0140 604.18 2.000 EA | 350.00000 700.00| 200.00000 400.00| 200.00000 400.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0150 606.17 1173.480 M | 31.80000 37316.66| 37.00000 43418.76| 41.65000 48875.44
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0160 606.1722 4.000 EA | 450.00000 1800.00| 530.00000 2120.00| 529.00000 2116.00
BRIDGE TRANSITION - TYPE 2 | | |
0170 606.22 7.620 M | 35.75000 272.42| 42.00000 320.04| 60.00000 457.20
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0180 606.35 40.000 EA | 20.00000 800.00| 23.00000 920.00| 22.00000 880.00
GUARDRAIL DELINEATOR POST | | |
0190 606.752 17.000 EA | 650.00000 11050.00| 950.00000 16150.00| 500.00000 8500.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0200 606.76 19.000 EA | 1300.00000 24700.00| 1500.00000 28500.00| 1350.00000 25650.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0210 613.319 2000.000 M2 | 1.50000 3000.00| 1.00000 2000.00| 2.50000 5000.00
TEMPORARY EROSION CONTROL BLANKET | | |
0220 618.1401 230.000 UN | 13.15000 3024.50| 19.00000 4370.00| 23.00000 5290.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0230 619.1201 460.000 UN | 15.00000 6900.00| 8.00000 3680.00| 10.00000 4600.00
MULCH - PLAN QUANTITY | | |
0240 627.711 3000.000 M | 1.12000 3360.00| 1.30000 3900.00| 1.30000 3900.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0250 627.76 LUMP| 1200.00000 1200.00| 1500.00000 1500.00| 11150.00000 11150.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0260 629.05 20.000 MH | 20.00000 400.00| 20.00000 400.00| 25.00000 500.00
HAND LABOR, STRAIGHT TIME | | |
0270 631.12 20.000 HR | 75.00000 1500.00| 90.00000 1800.00| 100.00000 2000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0280 631.14 10.000 HR | 75.00000 750.00| 100.00000 1000.00| 80.00000 800.00
GRADER (INCLUDING OPERATOR) | | |
LETTING DATE : 01/31/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : SANFORD TABULATION OF BIDS
SHAPLEIGH
ACTON CONTRACT ID : 009103.00
=========
====================================================================================================================================
|( 1 ) 000348 |( 2 ) 000855 |( 3 ) 000061
|F R CARROLL INC. |BRIDGECORP |STUART, TORNO & STUART, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 631.172 20.000 HR | 36.00000 720.00| 50.00000 1000.00| 50.00000 1000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0300 631.21 10.000 HR | 125.00000 1250.00| 85.00000 850.00| 75.00000 750.00
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0310 631.32 30.000 HR | 125.00000 3750.00| 110.00000 3300.00| 200.00000 6000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0320 639.19 1.000 EA | 5000.00000 5000.00| 2000.00000 2000.00| 3500.00000 3500.00
FIELD OFFICE TYPE B | | |
0330 652.311 10.000 EA | 45.00000 450.00| 80.00000 800.00| 75.00000 750.00
TYPE II BARRICADE | | |
0340 652.33 30.000 EA | 40.00000 1200.00| 65.00000 1950.00| 65.00000 1950.00
DRUM | | |
0350 652.34 60.000 EA | 15.00000 900.00| 17.50000 1050.00| 25.00000 1500.00
CONE | | |
0360 652.35 100.000 M2 | 50.00000 5000.00| 85.00000 8500.00| 100.00000 10000.00
CONSTRUCTION SIGNS | | |
0370 652.36 75.000 CD | 520.00000 39000.00| 30.00000 2250.00| 200.00000 15000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0380 652.38 900.000 MH | 16.00000 14400.00| 19.00000 17100.00| 25.00000 22500.00
FLAGGER | | |
0390 656.55 20.000 M3 | 40.00000 800.00| 50.00000 1000.00| 25.00000 500.00
DUMPED STONE | | |
0400 656.75 LUMP| 6000.00000 6000.00| 15000.00000 15000.00| 35000.00000 35000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0410 659.10 LUMP| 66720.00000 66720.00| 130000.00000 130000.00| 59000.00000 59000.00
MOBILIZATION | | |
SECTION TOTALS | $ 675,490.56| $ 796,726.80| $ 887,726.14
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 675,490.56| $ 796,726.80| $ 887,726.14
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