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LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 1
LOCATION : LITCHFIELD TABULATION OF BIDS
WEST GARDINER
CONTRACT ID : 008471.00
=========
COMPLETION DATE : 07/12/02
PROJECT(S): STP-8471(00)X COUNTIE(S) : KENNEBEC MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : RURAL HIGHWAY REHABILITATION ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000014 FARRIN BROS. & SMITH, INC. $ 1,049,221.72 100.0000%
2 000272 A & V CONSTRUCTION, CORP. $ 1,156,791.30 110.2523%
3 000132 HAROLD WARREN CONSTRUCTION $ 1,161,534.33 110.7044%
4 000855 BRIDGECORP $ 1,242,832.05 118.4528%
5 000063 WYMAN & SIMPSON, INC. $ 1,244,453.98 118.6073%
6 000403 PRATT & SONS INC. $ 1,333,908.90 127.1332%
7 000164 C P M CONSTRUCTORS $ 1,351,271.60 128.7880%
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000272 |( 3 ) 000132
|FARRIN BROS. & SMITH, INC. |A & V CONSTRUCTION, CORP. |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 320.000 M2 | 25.00000 8000.00| 20.00000 6400.00| 28.00000 8960.00
PAVEMENT BUTT JOINTS | | |
0020 203.20 4170.000 M3 | 7.00000 29190.00| 11.00000 45870.00| 9.50000 39615.00
COMMON EXCAVATION | | |
0030 203.203 1570.000 M | 14.00000 21980.00| 11.50000 18055.00| 14.50000 22765.00
DITCH EXCAVATION | | |
0040 203.24 1610.000 M3 | 8.50000 13685.00| 12.50000 20125.00| 11.50000 18515.00
COMMON BORROW | | |
0050 203.25 500.000 M3 | 14.00000 7000.00| 20.00000 10000.00| 14.00000 7000.00
GRANULAR BORROW | | |
0060 203.35 85.000 M3 | 25.00000 2125.00| 50.00000 4250.00| 28.00000 2380.00
CRUSHED STONE FILL | | |
0070 204.41 8186.000 M2 | 3.75000 30697.50| 5.50000 45023.00| 3.75000 30697.50
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0080 206.061 10.000 M3 | 50.00000 500.00| 30.00000 300.00| 20.00000 200.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 2
LOCATION : LITCHFIELD TABULATION OF BIDS
WEST GARDINER
CONTRACT ID : 008471.00
=========
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000272 |( 3 ) 000132
|FARRIN BROS. & SMITH, INC. |A & V CONSTRUCTION, CORP. |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 304.10 7760.000 M3 | 15.00000 116400.00| 16.50000 128040.00| 16.00000 124160.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0100 307.32 5360.000 M2 | 2.00000 10720.00| 2.00000 10720.00| 3.00000 16080.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0110 403.207 1030.000 MG | 33.00000 33990.00| 34.50000 35535.00| 36.50000 37595.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0120 403.209 95.000 MG | 80.00000 7600.00| 84.00000 7980.00| 90.00000 8550.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0130 403.210 4255.000 MG | | |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0140 403.211 2100.000 MG | 36.50000 76650.00| 39.00000 81900.00| 38.50000 80850.00
HOT MIX ASPHALT (SHIM) | | |
0150 409.15 2440.000 L | 0.80000 1952.00| 1.00000 2440.00| 1.00000 2440.00
BITUMINOUS TACK COAT APPLIED | | |
0160 411.10 120.000 M3 | 30.00000 3600.00| 25.00000 3000.00| 20.00000 2400.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0170 509.191 2050.000 LS | 15400.00000 15400.00| 15000.00000 15000.00| 64000.00000 64000.00
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
ARCH, INSTALLATION | | |
0180 511.07 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 8000.00000 8000.00
COFFERDAM: Dennis Br. | | |
0190 511.07 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 8000.00000 8000.00
COFFERDAM: Horseshoe Pond | | |
0200 601.222 90.000 M3 | 175.00000 15750.00| 120.00000 10800.00| 280.00000 25200.00
GABIONS, PVC COATED, INSTALLATION | | |
0210 603.16 55.000 M | 90.00000 4950.00| 75.00000 4125.00| 120.00000 6600.00
375 MM CULVERT PIPE OPTION I | | |
0220 603.17 61.000 M | 100.00000 6100.00| 85.00000 5185.00| 130.00000 7930.00
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 51.000 M | 185.00000 9435.00| 155.00000 7905.00| 140.00000 7140.00
450 MM CULVERT PIPE OPTION III | | |
0240 603.19 19.000 M | 110.00000 2090.00| 150.00000 2850.00| 220.00000 4180.00
600 MM CULVERT PIPE OPTION I | | |
0250 603.199 38.000 M | 200.00000 7600.00| 200.00000 7600.00| 235.00000 8930.00
600 MM CULVERT PIPE OPTION III | | |
0260 603.201 3.000 M | 135.00000 405.00| 350.00000 1050.00| 250.00000 750.00
750 MM CORRUGATED METAL PIPE | | |
0270 603.209 20.000 M | 210.00000 4200.00| 250.00000 5000.00| 320.00000 6400.00
750 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 3
LOCATION : LITCHFIELD TABULATION OF BIDS
WEST GARDINER
CONTRACT ID : 008471.00
=========
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000272 |( 3 ) 000132
|FARRIN BROS. & SMITH, INC. |A & V CONSTRUCTION, CORP. |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 603.219 38.000 M | 225.00000 8550.00| 270.00000 10260.00| 350.00000 13300.00
900 MM CULVERT PIPE OPTION III | | |
0290 603.239 22.000 M | 330.00000 7260.00| 380.00000 8360.00| 435.00000 9570.00
1200 MM CULVERT PIPE OPTION III | | |
0300 603.7318 10.000 M | 100.00000 1000.00| 140.00000 1400.00| 140.00000 1400.00
REMOVE & RELAY 450 MM METAL PIPE | | |
0310 605.09 73.000 M | 56.00000 4088.00| 50.00000 3650.00| 70.00000 5110.00
150 MM UNDERDRAIN TYPE B | | |
0320 606.1722 4.000 EA | 700.00000 2800.00| 750.00000 3000.00| 900.00000 3600.00
BRIDGE TRANSITION - TYPE 2 | | |
0330 606.265 5.000 EA | 40.00000 200.00| 45.00000 225.00| 60.00000 300.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0340 606.35 13.000 EA | 25.00000 325.00| 30.00000 390.00| 30.00000 390.00
GUARDRAIL DELINEATOR POST | | |
0350 606.47 17.000 EA | 35.00000 595.00| 40.00000 680.00| 30.00000 510.00
SINGLE WOOD POST | | |
0360 606.55 928.000 M | 32.80000 30438.40| 35.00000 32480.00| 36.00000 33408.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0370 606.60 35.000 M | 32.80000 1148.00| 35.00000 1225.00| 36.00000 1260.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0380 606.752 4.000 EA | 1500.00000 6000.00| 1000.00000 4000.00| 1500.00000 6000.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0390 606.76 7.000 EA | 1425.00000 9975.00| 1500.00000 10500.00| 1600.00000 11200.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0400 607.25 4.000 M | 82.08000 328.32| 50.00000 200.00| 90.00000 360.00
REMOVE AND RESET CHAIN LINK FENCE | | |
0410 610.08 367.000 M3 | 60.00000 22020.00| 70.00000 25690.00| 80.00000 29360.00
PLAIN RIPRAP | | |
0420 610.18 745.000 M3 | 52.00000 38740.00| 70.00000 52150.00| 50.00000 37250.00
STONE DITCH PROTECTION | | |
0430 613.319 3060.000 M2 | 1.75000 5355.00| 2.00000 6120.00| 1.80000 5508.00
TEMPORARY EROSION CONTROL BLANKET | | |
0440 615.07 395.000 M3 | 30.00000 11850.00| 22.00000 8690.00| 24.00000 9480.00
LOAM | | |
0450 618.1401 296.000 UN | 14.25000 4218.00| 20.00000 5920.00| 26.00000 7696.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0460 619.1201 376.000 UN | 6.95000 2613.20| 12.00000 4512.00| 12.00000 4512.00
MULCH - PLAN QUANTITY | | |
0470 620.54 280.000 M2 | 4.00000 1120.00| 5.00000 1400.00| 2.80000 784.00
STABILIZATION GEOTEXTILE | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 4
LOCATION : LITCHFIELD TABULATION OF BIDS
WEST GARDINER
CONTRACT ID : 008471.00
=========
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000272 |( 3 ) 000132
|FARRIN BROS. & SMITH, INC. |A & V CONSTRUCTION, CORP. |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 620.56 200.000 M2 | 3.00000 600.00| 5.00000 1000.00| 2.50000 500.00
DRAINAGE GEOTEXTILE | | |
0490 620.58 2505.000 M2 | 3.00000 7515.00| 3.50000 8767.50| 2.50000 6262.50
EROSION CONTROL GEOTEXTILE | | |
0500 620.65 4980.000 M2 | 4.50000 22410.00| 5.00000 24900.00| 4.00000 19920.00
REINFORCEMENT GEOGRID | | |
0510 620.651 1284.000 M2 | 3.00000 3852.00| 4.00000 5136.00| 1.50000 1926.00
REINFORCEMENT GEOGRID INSTALLATION | | |
0520 620.66 470.000 M2 | 6.50000 3055.00| 7.00000 3290.00| 6.00000 2820.00
STRUCTURAL REINFORCEMENT GEOGRID | | |
0530 620.661 900.000 M2 | 3.00000 2700.00| 6.00000 5400.00| 4.00000 3600.00
DRAINAGE GEOCOMPOSITE INSTALLATION | | |
0540 627.71 8934.000 M | 0.30000 2680.20| 0.30000 2680.20| 0.40000 3573.60
100 MM WHITE PAVEMENT MARKING LINE | | |
0550 627.73 4467.000 M | 0.30000 1340.10| 0.30000 1340.10| 0.54000 2412.18
100 MM YELLOW PAVEMENT MARKING LINE | | |
0560 627.78 13355.000 M | 0.20000 2671.00| 0.30000 4006.50| 0.45000 6009.75
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0570 629.05 65.000 MH | 25.00000 1625.00| 25.00000 1625.00| 24.00000 1560.00
HAND LABOR, STRAIGHT TIME | | |
0580 631.14 30.000 HR | 40.00000 1200.00| 90.00000 2700.00| 80.00000 2400.00
GRADER (INCLUDING OPERATOR) | | |
0590 631.172 65.000 HR | 20.00000 1300.00| 40.00000 2600.00| 45.00000 2925.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0600 631.18 20.000 HR | 35.00000 700.00| 45.00000 900.00| 65.00000 1300.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0610 631.22 30.000 HR | 10.00000 300.00| 65.00000 1950.00| 75.00000 2250.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0620 631.32 20.000 HR | 150.00000 3000.00| 100.00000 2000.00| 150.00000 3000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0630 637.071 LUMP| 3500.00000 3500.00| 15000.00000 15000.00| 5000.00000 5000.00
DUST CONTROL | | |
0640 639.18 1.000 EA | 5000.00000 5000.00| 8000.00000 8000.00| 5000.00000 5000.00
FIELD OFFICE TYPE A | | |
0650 652.31 60.000 EA | 10.00000 600.00| 55.00000 3300.00| 75.00000 4500.00
TYPE I BARRICADE | | |
0660 652.312 8.000 EA | 300.00000 2400.00| 450.00000 3600.00| 70.00000 560.00
TYPE III BARRICADE | | |
0670 652.33 130.000 EA | 10.00000 1300.00| 55.00000 7150.00| 70.00000 9100.00
DRUM | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 5
LOCATION : LITCHFIELD TABULATION OF BIDS
WEST GARDINER
CONTRACT ID : 008471.00
=========
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000272 |( 3 ) 000132
|FARRIN BROS. & SMITH, INC. |A & V CONSTRUCTION, CORP. |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 652.34 130.000 EA | 10.00000 1300.00| 18.00000 2340.00| 20.00000 2600.00
CONE | | |
0690 652.35 60.000 M2 | 85.00000 5100.00| 120.00000 7200.00| 90.00000 5400.00
CONSTRUCTION SIGNS | | |
0700 652.36 185.000 CD | 40.00000 7400.00| 35.00000 6475.00| 100.00000 18500.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0710 652.38 1850.000 MH | 15.00000 27750.00| 13.50000 24975.00| 16.00000 29600.00
FLAGGER | | |
0720 656.64 5.000 M | 40.00000 200.00| 200.00000 1000.00| 150.00000 750.00
BOOM SUPPORTED FLOATING SILT FENCE | | |
0730 656.75 LUMP| 35000.00000 35000.00| 25000.00000 25000.00| 10500.00000 10500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0740 657.24 80.000 UN | 12.00000 960.00| 15.00000 1200.00| 0.01000 0.80
SEEDING PITS | | |
0750 659.10 LUMP| 94950.00000 94950.00| 100000.00000 100000.00| 60000.00000 60000.00
MOBILIZATION | | |
0760 660.21 1000.000 MH | 1.00000 1000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
0770 203.202 4322.000 M | 10.00000 43220.00| 8.00000 34576.00| 7.00000 30254.00
INSLOPE EXCAVATION | | |
0780 403.208 5150.000 MG | 33.00000 169950.00| 34.50000 177675.00| 36.50000 187975.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
SECTION TOTALS | $ 1,049,221.72| $ 1,156,791.30| $ 1,161,534.33
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,049,221.72| $ 1,156,791.30| $ 1,161,534.33
====================================================================================================================================
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 6
LOCATION : LITCHFIELD TABULATION OF BIDS
WEST GARDINER
CONTRACT ID : 008471.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000063 |( 6 ) 000403
|BRIDGECORP |WYMAN & SIMPSON, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 320.000 M2 | 15.00000 4800.00| 32.00000 10240.00| 28.00000 8960.00
PAVEMENT BUTT JOINTS | | |
0020 203.20 4170.000 M3 | 10.00000 41700.00| 10.20000 42534.00| 10.00000 41700.00
COMMON EXCAVATION | | |
0030 203.203 1570.000 M | 12.00000 18840.00| 14.25000 22372.50| 14.00000 21980.00
DITCH EXCAVATION | | |
0040 203.24 1610.000 M3 | 3.00000 4830.00| 9.20000 14812.00| 17.00000 27370.00
COMMON BORROW | | |
0050 203.25 500.000 M3 | 20.00000 10000.00| 15.00000 7500.00| 26.40000 13200.00
GRANULAR BORROW | | |
0060 203.35 85.000 M3 | 40.00000 3400.00| 25.00000 2125.00| 51.00000 4335.00
CRUSHED STONE FILL | | |
0070 204.41 8186.000 M2 | 5.00000 40930.00| 5.15000 42157.90| 6.10000 49934.60
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0080 206.061 10.000 M3 | 36.00000 360.00| 25.00000 250.00| 15.00000 150.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0090 304.10 7760.000 M3 | 16.00000 124160.00| 17.20000 133472.00| 23.00000 178480.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0100 307.32 5360.000 M2 | 2.00000 10720.00| 2.10000 11256.00| 4.70000 25192.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0110 403.207 1030.000 MG | 38.00000 39140.00| 42.00000 43260.00| 37.70000 38831.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0120 403.209 95.000 MG | 150.00000 14250.00| 102.00000 9690.00| 90.00000 8550.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0130 403.210 4255.000 MG | | |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0140 403.211 2100.000 MG | 40.00000 84000.00| 46.00000 96600.00| 41.70000 87570.00
HOT MIX ASPHALT (SHIM) | | |
0150 409.15 2440.000 L | 1.50000 3660.00| 1.00000 2440.00| 0.90000 2196.00
BITUMINOUS TACK COAT APPLIED | | |
0160 411.10 120.000 M3 | 50.00000 6000.00| 22.00000 2640.00| 65.00000 7800.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0170 509.191 2050.000 LS | 28000.00000 28000.00| 32000.00000 32000.00| 33000.00000 33000.00
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
ARCH, INSTALLATION | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 7
LOCATION : LITCHFIELD TABULATION OF BIDS
WEST GARDINER
CONTRACT ID : 008471.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000063 |( 6 ) 000403
|BRIDGECORP |WYMAN & SIMPSON, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 511.07 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 8800.00000 8800.00
COFFERDAM: Dennis Br. | | |
0190 511.07 LUMP| 1000.00000 1000.00| 6000.00000 6000.00| 8800.00000 8800.00
COFFERDAM: Horseshoe Pond | | |
0200 601.222 90.000 M3 | 100.00000 9000.00| 108.00000 9720.00| 150.00000 13500.00
GABIONS, PVC COATED, INSTALLATION | | |
0210 603.16 55.000 M | 110.00000 6050.00| 80.00000 4400.00| 61.00000 3355.00
375 MM CULVERT PIPE OPTION I | | |
0220 603.17 61.000 M | 110.00000 6710.00| 92.00000 5612.00| 83.00000 5063.00
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 51.000 M | 150.00000 7650.00| 155.00000 7905.00| 258.00000 13158.00
450 MM CULVERT PIPE OPTION III | | |
0240 603.19 19.000 M | 140.00000 2660.00| 110.00000 2090.00| 185.00000 3515.00
600 MM CULVERT PIPE OPTION I | | |
0250 603.199 38.000 M | 150.00000 5700.00| 165.00000 6270.00| 318.00000 12084.00
600 MM CULVERT PIPE OPTION III | | |
0260 603.201 3.000 M | 315.00000 945.00| 200.00000 600.00| 977.00000 2931.00
750 MM CORRUGATED METAL PIPE | | |
0270 603.209 20.000 M | 170.00000 3400.00| 180.00000 3600.00| 263.00000 5260.00
750 MM CULVERT PIPE OPTION III | | |
0280 603.219 38.000 M | 210.00000 7980.00| 280.00000 10640.00| 288.00000 10944.00
900 MM CULVERT PIPE OPTION III | | |
0290 603.239 22.000 M | 310.00000 6820.00| 355.00000 7810.00| 462.00000 10164.00
1200 MM CULVERT PIPE OPTION III | | |
0300 603.7318 10.000 M | 25.00000 250.00| 80.00000 800.00| 363.00000 3630.00
REMOVE & RELAY 450 MM METAL PIPE | | |
0310 605.09 73.000 M | 60.00000 4380.00| 72.00000 5256.00| 91.00000 6643.00
150 MM UNDERDRAIN TYPE B | | |
0320 606.1722 4.000 EA | 820.00000 3280.00| 900.00000 3600.00| 1000.00000 4000.00
BRIDGE TRANSITION - TYPE 2 | | |
0330 606.265 5.000 EA | 47.00000 235.00| 51.00000 255.00| 40.00000 200.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0340 606.35 13.000 EA | 29.00000 377.00| 32.00000 416.00| 35.00000 455.00
GUARDRAIL DELINEATOR POST | | |
0350 606.47 17.000 EA | 41.00000 697.00| 44.00000 748.00| 30.00000 510.00
SINGLE WOOD POST | | |
0360 606.55 928.000 M | 38.00000 35264.00| 41.00000 38048.00| 37.00000 34336.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0370 606.60 35.000 M | 38.00000 1330.00| 41.00000 1435.00| 39.40000 1379.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 8
LOCATION : LITCHFIELD TABULATION OF BIDS
WEST GARDINER
CONTRACT ID : 008471.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000063 |( 6 ) 000403
|BRIDGECORP |WYMAN & SIMPSON, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 606.752 4.000 EA | 1025.00000 4100.00| 875.00000 3500.00| 600.00000 2400.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0390 606.76 7.000 EA | 1665.00000 11655.00| 1800.00000 12600.00| 1800.00000 12600.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0400 607.25 4.000 M | 20.00000 80.00| 105.00000 420.00| 43.00000 172.00
REMOVE AND RESET CHAIN LINK FENCE | | |
0410 610.08 367.000 M3 | 54.00000 19818.00| 79.00000 28993.00| 58.00000 21286.00
PLAIN RIPRAP | | |
0420 610.18 745.000 M3 | 44.00000 32780.00| 41.00000 30545.00| 68.00000 50660.00
STONE DITCH PROTECTION | | |
0430 613.319 3060.000 M2 | 1.25000 3825.00| 1.75000 5355.00| 2.00000 6120.00
TEMPORARY EROSION CONTROL BLANKET | | |
0440 615.07 395.000 M3 | 15.00000 5925.00| 39.00000 15405.00| 32.00000 12640.00
LOAM | | |
0450 618.1401 296.000 UN | 17.00000 5032.00| 18.00000 5328.00| 16.00000 4736.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0460 619.1201 376.000 UN | 9.00000 3384.00| 9.00000 3384.00| 8.00000 3008.00
MULCH - PLAN QUANTITY | | |
0470 620.54 280.000 M2 | 3.75000 1050.00| 2.35000 658.00| 2.90000 812.00
STABILIZATION GEOTEXTILE | | |
0480 620.56 200.000 M2 | 8.50000 1700.00| 2.70000 540.00| 2.40000 480.00
DRAINAGE GEOTEXTILE | | |
0490 620.58 2505.000 M2 | 2.75000 6888.75| 1.75000 4383.75| 2.20000 5511.00
EROSION CONTROL GEOTEXTILE | | |
0500 620.65 4980.000 M2 | 3.65000 18177.00| 3.35000 16683.00| 4.40000 21912.00
REINFORCEMENT GEOGRID | | |
0510 620.651 1284.000 M2 | 2.80000 3595.20| 0.80000 1027.20| 2.20000 2824.80
REINFORCEMENT GEOGRID INSTALLATION | | |
0520 620.66 470.000 M2 | 7.40000 3478.00| 5.15000 2420.50| 4.10000 1927.00
STRUCTURAL REINFORCEMENT GEOGRID | | |
0530 620.661 900.000 M2 | 12.00000 10800.00| 3.50000 3150.00| 11.40000 10260.00
DRAINAGE GEOCOMPOSITE INSTALLATION | | |
0540 627.71 8934.000 M | 0.35000 3126.90| 0.38000 3394.92| 0.35000 3126.90
100 MM WHITE PAVEMENT MARKING LINE | | |
0550 627.73 4467.000 M | 0.35000 1563.45| 0.38000 1697.46| 0.35000 1563.45
100 MM YELLOW PAVEMENT MARKING LINE | | |
0560 627.78 13355.000 M | 0.25000 3338.75| 0.25000 3338.75| 0.25000 3338.75
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0570 629.05 65.000 MH | 22.00000 1430.00| 25.00000 1625.00| 33.00000 2145.00
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 9
LOCATION : LITCHFIELD TABULATION OF BIDS
WEST GARDINER
CONTRACT ID : 008471.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000063 |( 6 ) 000403
|BRIDGECORP |WYMAN & SIMPSON, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 631.14 30.000 HR | 110.00000 3300.00| 65.00000 1950.00| 175.00000 5250.00
GRADER (INCLUDING OPERATOR) | | |
0590 631.172 65.000 HR | 48.00000 3120.00| 40.00000 2600.00| 53.00000 3445.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0600 631.18 20.000 HR | 30.00000 600.00| 35.00000 700.00| 38.00000 760.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0610 631.22 30.000 HR | 70.00000 2100.00| 65.00000 1950.00| 85.00000 2550.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0620 631.32 20.000 HR | 125.00000 2500.00| 152.00000 3040.00| 165.00000 3300.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0630 637.071 LUMP| 9500.00000 9500.00| 5000.00000 5000.00| 6500.00000 6500.00
DUST CONTROL | | |
0640 639.18 1.000 EA | 4000.00000 4000.00| 10900.00000 10900.00| 4500.00000 4500.00
FIELD OFFICE TYPE A | | |
0650 652.31 60.000 EA | 64.00000 3840.00| 50.00000 3000.00| 50.00000 3000.00
TYPE I BARRICADE | | |
0660 652.312 8.000 EA | 210.00000 1680.00| 100.00000 800.00| 350.00000 2800.00
TYPE III BARRICADE | | |
0670 652.33 130.000 EA | 65.00000 8450.00| 60.00000 7800.00| 65.00000 8450.00
DRUM | | |
0680 652.34 130.000 EA | 16.00000 2080.00| 20.00000 2600.00| 15.00000 1950.00
CONE | | |
0690 652.35 60.000 M2 | 76.00000 4560.00| 112.00000 6720.00| 97.00000 5820.00
CONSTRUCTION SIGNS | | |
0700 652.36 185.000 CD | 10.00000 1850.00| 29.00000 5365.00| 110.00000 20350.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0710 652.38 1850.000 MH | 7.00000 12950.00| 15.00000 27750.00| 14.00000 25900.00
FLAGGER | | |
0720 656.64 5.000 M | 100.00000 500.00| 116.00000 580.00| 185.00000 925.00
BOOM SUPPORTED FLOATING SILT FENCE | | |
0730 656.75 LUMP| 16000.00000 16000.00| 50600.00000 50600.00| 31000.00000 31000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0740 657.24 80.000 UN | 5.00000 400.00| 15.25000 1220.00| 14.00000 1120.00
SEEDING PITS | | |
0750 659.10 LUMP| 260000.00000 260000.00| 122000.00000 122000.00| 121000.00000 121000.00
MOBILIZATION | | |
0760 660.21 1000.000 MH | 1.00000 1000.00| 2.00000 2000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
0770 203.202 4322.000 M | 8.50000 36737.00| 8.00000 34576.00| 5.70000 24635.40
INSLOPE EXCAVATION | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 10
LOCATION : LITCHFIELD TABULATION OF BIDS
WEST GARDINER
CONTRACT ID : 008471.00
=========
====================================================================================================================================
|( 4 ) 000855 |( 5 ) 000063 |( 6 ) 000403
|BRIDGECORP |WYMAN & SIMPSON, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0780 403.208 5150.000 MG | 36.00000 185400.00| 42.00000 216300.00| 37.70000 194155.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
SECTION TOTALS | $ 1,242,832.05| $ 1,244,453.98| $ 1,333,908.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,242,832.05| $ 1,244,453.98| $ 1,333,908.90
====================================================================================================================================
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 11
LOCATION : LITCHFIELD TABULATION OF BIDS
WEST GARDINER
CONTRACT ID : 008471.00
=========
====================================================================================================================================
|( 7 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 320.000 M2 | 25.00000 8000.00| |
PAVEMENT BUTT JOINTS | | |
0020 203.20 4170.000 M3 | 11.00000 45870.00| |
COMMON EXCAVATION | | |
0030 203.203 1570.000 M | 13.00000 20410.00| |
DITCH EXCAVATION | | |
0040 203.24 1610.000 M3 | 15.00000 24150.00| |
COMMON BORROW | | |
0050 203.25 500.000 M3 | 25.00000 12500.00| |
GRANULAR BORROW | | |
0060 203.35 85.000 M3 | 70.00000 5950.00| |
CRUSHED STONE FILL | | |
0070 204.41 8186.000 M2 | 7.75000 63441.50| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0080 206.061 10.000 M3 | 65.00000 650.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0090 304.10 7760.000 M3 | 17.00000 131920.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0100 307.32 5360.000 M2 | 3.00000 16080.00| |
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0110 403.207 1030.000 MG | 33.00000 33990.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0120 403.209 95.000 MG | 80.00000 7600.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0130 403.210 4255.000 MG | | |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0140 403.211 2100.000 MG | 37.00000 77700.00| |
HOT MIX ASPHALT (SHIM) | | |
0150 409.15 2440.000 L | 1.00000 2440.00| |
BITUMINOUS TACK COAT APPLIED | | |
0160 411.10 120.000 M3 | 35.00000 4200.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0170 509.191 2050.000 LS | 100000.00000 100000.00| |
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
ARCH, INSTALLATION | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 12
LOCATION : LITCHFIELD TABULATION OF BIDS
WEST GARDINER
CONTRACT ID : 008471.00
=========
====================================================================================================================================
|( 7 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 511.07 LUMP| 12000.00000 12000.00| |
COFFERDAM: Dennis Br. | | |
0190 511.07 LUMP| 5000.00000 5000.00| |
COFFERDAM: Horseshoe Pond | | |
0200 601.222 90.000 M3 | 200.00000 18000.00| |
GABIONS, PVC COATED, INSTALLATION | | |
0210 603.16 55.000 M | 125.00000 6875.00| |
375 MM CULVERT PIPE OPTION I | | |
0220 603.17 61.000 M | 150.00000 9150.00| |
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 51.000 M | 200.00000 10200.00| |
450 MM CULVERT PIPE OPTION III | | |
0240 603.19 19.000 M | 225.00000 4275.00| |
600 MM CULVERT PIPE OPTION I | | |
0250 603.199 38.000 M | 225.00000 8550.00| |
600 MM CULVERT PIPE OPTION III | | |
0260 603.201 3.000 M | 320.00000 960.00| |
750 MM CORRUGATED METAL PIPE | | |
0270 603.209 20.000 M | 320.00000 6400.00| |
750 MM CULVERT PIPE OPTION III | | |
0280 603.219 38.000 M | 400.00000 15200.00| |
900 MM CULVERT PIPE OPTION III | | |
0290 603.239 22.000 M | 620.00000 13640.00| |
1200 MM CULVERT PIPE OPTION III | | |
0300 603.7318 10.000 M | 220.00000 2200.00| |
REMOVE & RELAY 450 MM METAL PIPE | | |
0310 605.09 73.000 M | 75.00000 5475.00| |
150 MM UNDERDRAIN TYPE B | | |
0320 606.1722 4.000 EA | 3000.00000 12000.00| |
BRIDGE TRANSITION - TYPE 2 | | |
0330 606.265 5.000 EA | 45.00000 225.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0340 606.35 13.000 EA | 30.00000 390.00| |
GUARDRAIL DELINEATOR POST | | |
0350 606.47 17.000 EA | 40.00000 680.00| |
SINGLE WOOD POST | | |
0360 606.55 928.000 M | 34.00000 31552.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0370 606.60 35.000 M | 36.00000 1260.00| |
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 13
LOCATION : LITCHFIELD TABULATION OF BIDS
WEST GARDINER
CONTRACT ID : 008471.00
=========
====================================================================================================================================
|( 7 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 606.752 4.000 EA | 1000.00000 4000.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0390 606.76 7.000 EA | 1200.00000 8400.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0400 607.25 4.000 M | 225.00000 900.00| |
REMOVE AND RESET CHAIN LINK FENCE | | |
0410 610.08 367.000 M3 | 50.00000 18350.00| |
PLAIN RIPRAP | | |
0420 610.18 745.000 M3 | 50.00000 37250.00| |
STONE DITCH PROTECTION | | |
0430 613.319 3060.000 M2 | 2.50000 7650.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0440 615.07 395.000 M3 | 40.00000 15800.00| |
LOAM | | |
0450 618.1401 296.000 UN | 15.00000 4440.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0460 619.1201 376.000 UN | 7.00000 2632.00| |
MULCH - PLAN QUANTITY | | |
0470 620.54 280.000 M2 | 2.00000 560.00| |
STABILIZATION GEOTEXTILE | | |
0480 620.56 200.000 M2 | 2.50000 500.00| |
DRAINAGE GEOTEXTILE | | |
0490 620.58 2505.000 M2 | 2.00000 5010.00| |
EROSION CONTROL GEOTEXTILE | | |
0500 620.65 4980.000 M2 | 4.50000 22410.00| |
REINFORCEMENT GEOGRID | | |
0510 620.651 1284.000 M2 | 3.50000 4494.00| |
REINFORCEMENT GEOGRID INSTALLATION | | |
0520 620.66 470.000 M2 | 5.00000 2350.00| |
STRUCTURAL REINFORCEMENT GEOGRID | | |
0530 620.661 900.000 M2 | 5.00000 4500.00| |
DRAINAGE GEOCOMPOSITE INSTALLATION | | |
0540 627.71 8934.000 M | 0.35000 3126.90| |
100 MM WHITE PAVEMENT MARKING LINE | | |
0550 627.73 4467.000 M | 0.35000 1563.45| |
100 MM YELLOW PAVEMENT MARKING LINE | | |
0560 627.78 13355.000 M | 0.25000 3338.75| |
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0570 629.05 65.000 MH | 25.00000 1625.00| |
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 14
LOCATION : LITCHFIELD TABULATION OF BIDS
WEST GARDINER
CONTRACT ID : 008471.00
=========
====================================================================================================================================
|( 7 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 631.14 30.000 HR | 90.00000 2700.00| |
GRADER (INCLUDING OPERATOR) | | |
0590 631.172 65.000 HR | 40.00000 2600.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0600 631.18 20.000 HR | 30.00000 600.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0610 631.22 30.000 HR | 75.00000 2250.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0620 631.32 20.000 HR | 150.00000 3000.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0630 637.071 LUMP| 10000.00000 10000.00| |
DUST CONTROL | | |
0640 639.18 1.000 EA | 7000.00000 7000.00| |
FIELD OFFICE TYPE A | | |
0650 652.31 60.000 EA | 60.00000 3600.00| |
TYPE I BARRICADE | | |
0660 652.312 8.000 EA | 300.00000 2400.00| |
TYPE III BARRICADE | | |
0670 652.33 130.000 EA | 60.00000 7800.00| |
DRUM | | |
0680 652.34 130.000 EA | 25.00000 3250.00| |
CONE | | |
0690 652.35 60.000 M2 | 120.00000 7200.00| |
CONSTRUCTION SIGNS | | |
0700 652.36 185.000 CD | 150.00000 27750.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0710 652.38 1850.000 MH | 13.00000 24050.00| |
FLAGGER | | |
0720 656.64 5.000 M | 150.00000 750.00| |
BOOM SUPPORTED FLOATING SILT FENCE | | |
0730 656.75 LUMP| 35000.00000 35000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0740 657.24 80.000 UN | 8.00000 640.00| |
SEEDING PITS | | |
0750 659.10 LUMP| 133000.00000 133000.00| |
MOBILIZATION | | |
0760 660.21 1000.000 MH | 1.00000 1000.00| |
ON-THE-JOB TRAINING (BID) | | |
0770 203.202 4322.000 M | 9.00000 38898.00| |
INSLOPE EXCAVATION | | |
LETTING DATE : 07/18/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 15
LOCATION : LITCHFIELD TABULATION OF BIDS
WEST GARDINER
CONTRACT ID : 008471.00
=========
====================================================================================================================================
|( 7 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0780 403.208 5150.000 MG | 33.00000 169950.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
SECTION TOTALS | $ 1,351,271.60| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,351,271.60| $ 0.00| $
====================================================================================================================================