Skip Maine state header navigation
LETTING DATE : 08/31/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/31/05
PAGE : 1
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 011057.00 COMPLETION DATE : 05/30/07
=========
PROJECT(S): BH-1105(700)X LOCATION(S): KITTERY, BRIDGE REPLACEMENT MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : KITTERY, BRIDGE REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000032 REED & REED, INC. $ 2,726,043.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 2,909,640.00 106.7349%
3 000063 WYMAN & SIMPSON, INC. $ 3,629,639.00 133.1468%
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000063
|REED & REED INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 1260.000 LS | 200000.00000 200000.00| 250000.00000 250000.00| 400000.00000 400000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 770.000 CY | 17.00000 13090.00| 10.00000 7700.00| 15.00000 11550.00
COMMON EXCAVATION | | |
0030 203.21 60.000 CY | 150.00000 9000.00| 75.00000 4500.00| 100.00000 6000.00
ROCK EXCAVATION | | |
0040 203.2318 1600.000 T | 70.00000 112000.00| 51.00000 81600.00| 95.00000 152000.00
DISPOSAL OF SPECIAL WASTE | | |
0050 203.24 16.000 CY | 30.00000 480.00| 35.00000 560.00| 20.00000 320.00
COMMON BORROW | | |
0060 203.25 280.000 CY | 24.00000 6720.00| 35.00000 9800.00| 24.00000 6720.00
GRANULAR BORROW | | |
0070 206.082 1200.000 CY | 17.00000 20400.00| 45.00000 54000.00| 40.00000 48000.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0080 206.092 10.000 CY | 150.00000 1500.00| 450.00000 4500.00| 250.00000 2500.00
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0090 304.10 760.000 CY | 30.00000 22800.00| 30.00000 22800.00| 25.00000 19000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0100 403.208 120.000 T | 175.00000 21000.00| 175.00000 21000.00| 185.00000 22200.00
HOT MIX ASPHALT 12.5 MM HMA SURFACE | | |
0110 403.209 10.000 T | 250.00000 2500.00| 250.00000 2500.00| 265.00000 2650.00
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
LETTING DATE : 08/31/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/31/05
PAGE : 2
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 011057.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000063
|REED & REED INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.210 90.000 T | 175.00000 15750.00| 175.00000 15750.00| 185.00000 16650.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0130 403.213 120.000 T | 175.00000 21000.00| 200.00000 24000.00| 185.00000 22200.00
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0140 409.15 50.000 G | 15.00000 750.00| 15.00000 750.00| 16.00000 800.00
BITUMINOUS TACK COAT APPLIED | | |
0150 502.219 200.000 LS | 150000.00000 150000.00| 150000.00000 150000.00| 132000.00000 132000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0160 502.23 350.000 CY | 450.00000 157500.00| 350.00000 122500.00| 555.00000 194250.00
STRUCTURAL CONCRETE PIERS | | |
0170 502.24 720.000 CY | 160.00000 115200.00| 150.00000 108000.00| 300.00000 216000.00
STRUCTURAL CONCRETE PIERS (PLACED UNDER | | |
WATER) | | |
0180 502.25 57.000 LS | 35000.00000 35000.00| 25000.00000 25000.00| 50000.00000 50000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0190 502.49 63.000 LS | 75000.00000 75000.00| 55000.00000 55000.00| 70000.00000 70000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALK | | |
0200 502.56 10.000 CY | 400.00000 4000.00| 1500.00000 15000.00| 250.00000 2500.00
CONCRETE FILL | | |
0210 503.12 5670.000 LB | 0.60000 3402.00| 1.00000 5670.00| 0.80000 4536.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 5670.000 LB | 1.00000 5670.00| 2.00000 11340.00| 0.40000 2268.00
REINFORCING STEEL, PLACING | | |
0230 503.14 51400.000 LB | 0.65000 33410.00| 0.40000 20560.00| 1.00000 51400.00
EPOXY COATED REINFORCING STEEL, | | |
FABRICATED AND DELIVERED | | |
0240 503.15 51400.000 LB | 0.35000 17990.00| 0.25000 12850.00| 0.35000 17990.00
EPOXY COATED REINFORCING STEEL PLACING | | |
0250 503.171 82.000 LS | 5000.00000 5000.00| 2500.00000 2500.00| 9000.00000 9000.00
MECHANICAL / WELDED SPLICE | | |
0260 507.0811 LUMP| 19000.00000 19000.00| 18000.00000 18000.00| 20000.00000 20000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0270 507.0831 165.000 LS | 26000.00000 26000.00| 26000.00000 26000.00| 28000.00000 28000.00
STEEL BRIDGE RAILING, 4 BAR 1 LS | | |
0280 508.14 510.000 LS | 11000.00000 11000.00| 10000.00000 10000.00| 9500.00000 9500.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0290 510.10 LUMP| 350000.00000 350000.00| 350000.00000 350000.00| 350000.00000 350000.00
SPECIAL DETOUR_____ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED 16' WIDE TEMP DETOUR | | |
LETTING DATE : 08/31/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/31/05
PAGE : 3
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 011057.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000063
|REED & REED INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 511.07 LUMP| 85000.00000 85000.00| 10000.00000 10000.00| 150000.00000 150000.00
COFFERDAM: ABUTMENT 1 | | |
0310 511.07 LUMP| 100000.00000 100000.00| 200000.00000 200000.00| 15000.00000 15000.00
COFFERDAM: PIER | | |
0320 512.081 120.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 4000.00000 4000.00
FRENCH DRAINS | | |
0330 514.06 1.000 EA | 1000.00000 1000.00| 1500.00000 1500.00| 700.00000 700.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0340 515.21 440.000 LS | 2000.00000 2000.00| 1000.00000 1000.00| 2500.00000 2500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0350 515.2101 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 4000.00000 4000.00
EPOXY COATING FOR CONCRETE SURFACE - | | |
EPOXY | | |
0360 526.34 4.000 EA | 2700.00000 10800.00| 3000.00000 12000.00| 1600.00000 6400.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0370 535.62 390.000 LS | 689000.00000 689000.00| 770000.00000 770000.00| 855000.00000 855000.00
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0380 603.17 32.000 LF | 75.00000 2400.00| 30.00000 960.00| 25.00000 800.00
18 INCH CULVERT PIPE OPTION I | | |
0390 603.179 104.000 LF | 80.00000 8320.00| 70.00000 7280.00| 32.00000 3328.00
18 INCH CULVERT PIPE OPTION III | | |
0400 604.245 1.000 EA | 2500.00000 2500.00| 2000.00000 2000.00| 1500.00000 1500.00
CATCH BASIN TYPE F4-C | | |
0410 604.249 1.000 EA | 2500.00000 2500.00| 2000.00000 2000.00| 1800.00000 1800.00
CATCH BASIN TYPE F6-C | | |
0420 606.1721 4.000 EA | 1700.00000 6800.00| 1700.00000 6800.00| 1850.00000 7400.00
BRIDGE TRANSITION - TYPE 1 | | |
0430 606.23 19.000 LF | 25.00000 475.00| 25.00000 475.00| 30.00000 570.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0440 606.232 32.000 LF | 28.00000 896.00| 28.00000 896.00| 30.00000 960.00
GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS | | |
0450 606.353 8.000 EA | 70.00000 560.00| 68.00000 544.00| 75.00000 600.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0460 606.79 4.000 EA | 2600.00000 10400.00| 2600.00000 10400.00| 3000.00000 12000.00
GUARDRAIL 350 FLARED TERMINAL | | |
0470 607.22 130.000 LF | 14.00000 1820.00| 14.00000 1820.00| 15.00000 1950.00
CEDAR RAIL FENCE | | |
0480 609.31 36.000 LF | 15.00000 540.00| 15.00000 540.00| 17.00000 612.00
CURB TYPE 3 | | |
0490 610.08 420.000 CY | 50.00000 21000.00| 55.00000 23100.00| 60.00000 25200.00
PLAIN RIPRAP | | |
LETTING DATE : 08/31/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/31/05
PAGE : 4
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 011057.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000063
|REED & REED INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 610.16 300.000 CY | 55.00000 16500.00| 65.00000 19500.00| 75.00000 22500.00
HEAVY RIPRAP | | |
0510 615.0701 35.000 CY | 40.00000 1400.00| 75.00000 2625.00| 35.00000 1225.00
LOAM - PLAN QUANTITY | | |
0520 618.1301 3.000 UN | 150.00000 450.00| 150.00000 450.00| 165.00000 495.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0530 618.1401 1.000 UN | 150.00000 150.00| 150.00000 150.00| 165.00000 165.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0540 618.15 20.000 LB | 18.00000 360.00| 18.00000 360.00| 20.00000 400.00
TEMPORARY SEEDING | | |
0550 619.1201 4.000 UN | 100.00000 400.00| 100.00000 400.00| 110.00000 440.00
MULCH - PLAN QUANTITY | | |
0560 619.1401 10.000 CY | 40.00000 400.00| 65.00000 650.00| 40.00000 400.00
EROSION CONTROL MIX | | |
0570 620.58 100.000 SY | 5.00000 500.00| 2.00000 200.00| 3.00000 300.00
EROSION CONTROL GEOTEXTILE | | |
0580 621.038 1.000 EA | 325.00000 325.00| 325.00000 325.00| 350.00000 350.00
EVERGREEN TREES (5 FOOT - 6 FOOT) GROUP | | |
B | | |
0590 621.546 9.000 EA | 65.00000 585.00| 65.00000 585.00| 70.00000 630.00
DECIDUOUS SHRUBS (2 FOOT - 3 FOOT) | | |
GROUP A | | |
0600 621.80 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 3000.00000 3000.00
ESTABLISHMENT PERIOD | | |
0610 627.711 1600.000 LF | 1.00000 1600.00| 0.75000 1200.00| 0.85000 1360.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY) | | |
0620 627.76 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 2700.00000 2700.00
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0630 627.77 10.000 SF | 20.00000 200.00| 20.00000 200.00| 22.00000 220.00
REMOVING PAVEMENT MARKINGS | | |
0640 629.05 20.000 HR | 30.00000 600.00| 35.00000 700.00| 25.00000 500.00
HAND LABOR, STRAIGHT TIME | | |
0650 631.12 20.000 HR | 75.00000 1500.00| 100.00000 2000.00| 95.00000 1900.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0660 631.14 20.000 HR | 55.00000 1100.00| 125.00000 2500.00| 90.00000 1800.00
GRADER (INCLUDING OPERATOR) | | |
0670 631.172 20.000 HR | 45.00000 900.00| 50.00000 1000.00| 45.00000 900.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0680 631.22 20.000 HR | 55.00000 1100.00| 80.00000 1600.00| 50.00000 1000.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
LETTING DATE : 08/31/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/31/05
PAGE : 5
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 011057.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000063
|REED & REED INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 637.071 LUMP| 7500.00000 7500.00| 1000.00000 1000.00| 2000.00000 2000.00
DUST CONTROL | | |
0700 639.18 1.000 EA | 7500.00000 7500.00| 15000.00000 15000.00| 7500.00000 7500.00
FIELD OFFICE TYPE A | | |
0710 643.72 LUMP| 16000.00000 16000.00| 30000.00000 30000.00| 28000.00000 28000.00
TEMPORARY TRAFFIC SIGNAL | | |
0720 652.38 100.000 HR | 18.00000 1800.00| 20.00000 2000.00| 25.00000 2500.00
FLAGGER | | |
0730 652.39 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 12000.00000 12000.00
WORK ZONE TRAFFIC CONTROL | | |
0740 656.75 LUMP| 15000.00000 15000.00| 8000.00000 8000.00| 10000.00000 10000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0750 659.10 LUMP| 150000.00000 150000.00| 280000.00000 280000.00| 335000.00000 335000.00
MOBILIZATION | | |
SECTION TOTALS | $ 2,661,043.00| $ 2,879,640.00| $ 3,399,639.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 KITTERY WATER DISTRICT
| | |
0760 830.10 LUMP| 40000.00000 40000.00| 20000.00000 20000.00| 180000.00000 180000.00
WATER MAIN BRIDGE CROSSING | | |
0770 890.01 LUMP| 25000.00000 25000.00| 10000.00000 10000.00| 50000.00000 50000.00
SPECIAL WORK #1 TEMPORARY BRIDGE WATER | | |
MAIN | | |
SECTION TOTALS | $ 65,000.00| $ 30,000.00| $ 230,000.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,726,043.00| $ 2,909,640.00| $ 3,629,639.00
====================================================================================================================================