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LETTING DATE : 09/25/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/02
PAGE : 1
LOCATION : SOUTH BERWICK TABULATION OF BIDS
CONTRACT ID : 008143.00 COMPLETION DATE : 09/26/03
=========
PROJECT(S): STP-8143(00)X COUNTIE(S) : YORK MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1016(300)X
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS W/ BRIDGE WEARING SURFACE REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 1,424,960.25 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 1,484,504.00 104.1786%
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( )
|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 HIGHWAY ITEMS
| | |
0010 201.23 3.000 EA | 700.00000 2100.00| 500.00000 1500.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 4.000 EA | 150.00000 600.00| 500.00000 2000.00|
REMOVING STUMP | | |
0030 202.08 LUMP| 17000.00000 17000.00| 15000.00000 15000.00|
REMOVING BUILDING NO.: 1 | | |
0040 202.08 LUMP| 16000.00000 16000.00| 10000.00000 10000.00|
REMOVING BUILDING NO.: 2 | | |
0050 202.08 LUMP| 17000.00000 17000.00| 10000.00000 10000.00|
REMOVING BUILDING NO.: 3 | | |
0060 202.127 400.000 LS | 15000.00000 15000.00| 50000.00000 50000.00|
REMOVE EXISTING BITUMINOUS PAVEMENT | | |
0070 202.203 66.000 M2 | 20.00000 1320.00| 20.00000 1320.00|
PAVEMENT BUTT JOINTS | | |
0080 202.261 1.000 EA | 15000.00000 15000.00| 30000.00000 30000.00|
REMOVAL AND DISPOSAL OF UNDERGROUND | | |
STORAGE TANKS | | |
0090 203.20 6800.000 M3 | 11.00000 74800.00| 14.50000 98600.00|
COMMON EXCAVATION | | |
0100 203.2312 LUMP| 10000.00000 10000.00| 2500.00000 2500.00|
HEALTH AND SAFETY PLAN | | |
0110 203.233 100.000 M3 | 110.00000 11000.00| 125.00000 12500.00|
DISPOSAL OF SPECIAL EXCAVATION | | |
0120 203.25 100.000 M3 | 30.00000 3000.00| 25.00000 2500.00|
GRANULAR BORROW | | |
LETTING DATE : 09/25/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/02
PAGE : 2
LOCATION : SOUTH BERWICK TABULATION OF BIDS
CONTRACT ID : 008143.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( )
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 304.10 5000.000 M3 | 19.00000 95000.00| 20.00000 100000.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 403.207 570.000 MG | 38.00000 21660.00| 41.00000 23370.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 635.000 MG | 42.00000 26670.00| 45.00000 28575.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0160 403.209 155.000 MG | 85.00000 13175.00| 92.00000 14260.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.210 132.000 MG | 42.00000 5544.00| 45.00000 5940.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0180 403.211 10.000 MG | 42.00000 420.00| 80.00000 800.00|
HOT MIX ASPHALT (SHIM) | | |
0190 403.213 635.000 MG | 38.00000 24130.00| 45.00000 28575.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0200 409.15 740.000 L | 3.50000 2590.00| 4.00000 2960.00|
BITUMINOUS TACK COAT APPLIED | | |
0210 411.09 10.000 M3 | 60.00000 600.00| 45.00000 450.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
0220 502.21 40.000 M3 | 550.00000 22000.00| 500.00000 20000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0230 502.2481 LUMP| 15000.00000 15000.00| 15000.00000 15000.00|
PUMPED GROUT | | |
0240 502.36 1.000 LS | 45000.00000 45000.00| 70000.00000 70000.00|
STRUCTURAL CONCRETE, EXISTING STRUCTURE | | |
MODIFICATION | | |
0250 502.70 4.000 EA | 4000.00000 16000.00| 4000.00000 16000.00|
BRIDGE DRAINS | | |
0260 502.75 4.000 EA | 2000.00000 8000.00| 850.00000 3400.00|
PLUGGING EXISTING BRIDGE DRAINS | | |
0270 503.12 2100.000 KG | 1.00000 2100.00| 1.50000 3150.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0280 503.13 2100.000 KG | 1.00000 2100.00| 1.00000 2100.00|
REINFORCING STEEL, PLACING | | |
0290 507.0841 12.000 LS | 3500.00000 3500.00| 3000.00000 3000.00|
STEEL PIPE HAND RAILING | | |
0300 507.0846 36.000 LS | 11000.00000 11000.00| 6500.00000 6500.00|
BARRIER-MOUNTED STEEL BRIDGE RAILING: | | |
1-BAR | | |
LETTING DATE : 09/25/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/02
PAGE : 3
LOCATION : SOUTH BERWICK TABULATION OF BIDS
CONTRACT ID : 008143.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( )
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 508.14 404.000 LS | 14000.00000 14000.00| 15000.00000 15000.00|
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0320 511.07 LUMP| 3000.00000 3000.00| 5000.00000 5000.00|
COFFERDAM: | | |
0330 518.30 200.000 M2 | 150.00000 30000.00| 125.00000 25000.00|
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO REINFORCING STEEL | | |
0340 518.31 80.000 M2 | 250.00000 20000.00| 250.00000 20000.00|
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO BELOW REINFORCING STEEL | | |
0350 518.32 40.000 M2 | 500.00000 20000.00| 565.00000 22600.00|
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - FULL DEPTH | | |
0360 518.34 5.000 M2 | 850.00000 4250.00| 525.00000 2625.00|
REHABILITATION OF CONCRETE CURBS AND | | |
SIDEWALKS - INCLINED SURFACES | | |
0370 518.70 10.000 M2 | 1800.00000 18000.00| 650.00000 6500.00|
REPAIR OF OVERHEAD SURFACES < 200 MM | | |
0380 520.202 LUMP| 15000.00000 15000.00| 5500.00000 5500.00|
SELF LEVELING JOINT WITHOUT NOSING | | |
0390 520.242 1.000 EA | 15000.00000 15000.00| 7000.00000 7000.00|
BRIDGE JOINT MODIFICATION TYPE 2 | | |
0400 525.26 120.000 M2 | 125.00000 15000.00| 85.00000 10200.00|
REPOINTING GRANITE MASONRY | | |
0420 525.36 45.000 M2 | 450.00000 20250.00| 450.00000 20250.00|
GRANITE MASONRY WALL | | |
0430 526.301 78.000 LS | 7500.00000 7500.00| 10000.00000 10000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0440 526.321 36.000 LS | 25000.00000 25000.00| 20000.00000 20000.00|
PERMANENT CONCRETE BARRIER TYPE III A | | |
0450 603.159 64.000 M | 120.00000 7680.00| 195.00000 12480.00|
300 MM CULVERT PIPE OPTION III | | |
0460 603.161 7.000 M | 160.00000 1120.00| 140.00000 980.00|
375 MM CORRUGATED METAL PIPE | | |
0470 603.169 18.000 M | 170.00000 3060.00| 212.00000 3816.00|
375 MM CULVERT PIPE OPTION III | | |
0480 603.179 13.000 M | 180.00000 2340.00| 245.00000 3185.00|
450 MM CULVERT PIPE OPTION III | | |
0490 603.191 4.000 M | 250.00000 1000.00| 204.00000 816.00|
600 MM CORRUGATED METAL PIPE | | |
0500 604.072 23.000 EA | 2200.00000 50600.00| 1875.00000 43125.00|
CATCH BASIN TYPE A1-C | | |
LETTING DATE : 09/25/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/02
PAGE : 4
LOCATION : SOUTH BERWICK TABULATION OF BIDS
CONTRACT ID : 008143.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( )
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 604.077 4.000 EA | 4000.00000 16000.00| 3135.00000 12540.00|
1800MM CATCH BASIN TYPE A1-C | | |
0520 604.092 2.000 EA | 2200.00000 4400.00| 1900.00000 3800.00|
CATCH BASIN TYPE B1-C | | |
0550 604.60 14.000 LS | 6000.00000 6000.00| 10000.00000 10000.00|
CAST -IN-PLACE TRENCH DRAIN | | |
0560 605.09 345.000 M | 90.00000 31050.00| 58.00000 20010.00|
150 MM UNDERDRAIN TYPE B | | |
0570 605.10 18.000 M | 90.00000 1620.00| 65.00000 1170.00|
150 MM UNDERDRAIN OUTLET | | |
0580 605.11 560.000 M | 100.00000 56000.00| 78.00000 43680.00|
300 MM UNDERDRAIN TYPE C | | |
0590 605.12 100.000 M | 120.00000 12000.00| 98.00000 9800.00|
375 MM UNDERDRAIN TYPE C | | |
0600 605.13 42.000 M | 130.00000 5460.00| 143.00000 6006.00|
450 MM UNDERDRAIN TYPE C | | |
0610 606.17 96.000 M | 65.00000 6240.00| 70.00000 6720.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0620 606.1721 3.000 EA | 1250.00000 3750.00| 1350.00000 4050.00|
BRIDGE TRANSITION - TYPE 1 | | |
0630 606.1722 2.000 EA | 900.00000 1800.00| 970.00000 1940.00|
BRIDGE TRANSITION - TYPE 2 | | |
0640 606.22 16.000 M | 65.00000 1040.00| 70.00000 1120.00|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0650 606.265 2.000 EA | 60.00000 120.00| 65.00000 130.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0660 606.35 5.000 EA | 30.00000 150.00| 35.00000 175.00|
GUARDRAIL DELINEATOR POST | | |
0670 606.76 1.000 EA | 1500.00000 1500.00| 1650.00000 1650.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0680 606.78 1.000 EA | 900.00000 900.00| 1000.00000 1000.00|
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0690 607.16 30.000 M | 46.00000 1380.00| 50.00000 1500.00|
CHAIN LINK FENCE - 1.2 METER | | |
0700 607.24 3.000 M | 40.00000 120.00| 45.00000 135.00|
REMOVE AND RESET FENCE | | |
0710 608.08 1330.000 M2 | 60.00000 79800.00| 48.00000 63840.00|
REINFORCED CONCRETE SIDEWALK | | |
0720 608.12 2.000 M2 | 300.00000 600.00| 500.00000 1000.00|
SLATE WALK (REMOVE & REBUILD) | | |
LETTING DATE : 09/25/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/02
PAGE : 5
LOCATION : SOUTH BERWICK TABULATION OF BIDS
CONTRACT ID : 008143.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( )
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0730 608.252 3.000 M2 | 300.00000 900.00| 800.00000 2400.00|
PATIO BLOCK WALK (REMOVE & REBUILD) | | |
0740 609.11 600.000 M | 60.00000 36000.00| 60.00000 36000.00|
VERTICAL CURB TYPE 1 | | |
0750 609.12 35.000 M | 110.00000 3850.00| 113.00000 3955.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0760 609.234 10.000 EA | 100.00000 1000.00| 95.00000 950.00|
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0770 609.237 89.000 EA | 175.00000 15575.00| 165.00000 14685.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0780 609.31 80.000 M | 15.00000 1200.00| 18.00000 1440.00|
CURB TYPE 3 | | |
0790 609.34 30.000 M | 60.00000 1800.00| 60.00000 1800.00|
CURB TYPE 5 | | |
0800 609.35 18.000 M | 65.00000 1170.00| 75.00000 1350.00|
CURB TYPE 5 - CIRCULAR | | |
0810 610.08 45.000 M3 | 45.00000 2025.00| 75.00000 3375.00|
PLAIN RIPRAP | | |
0820 610.09 1.000 M3 | 750.00000 750.00| 200.00000 200.00|
HAND LAID RIPRAP | | |
0830 612.06 25.000 M2 | 12.00000 300.00| 15.00000 375.00|
BITUMINOUS SEALING - BLACK | | |
0840 615.07 365.000 M3 | 45.00000 16425.00| 30.00000 10950.00|
LOAM | | |
0850 617.381 5.000 M3 | 100.00000 500.00| 50.00000 250.00|
EROSION CONTROL MIX | | |
0860 618.1301 35.000 UN | 38.00000 1330.00| 45.00000 1575.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0870 619.1201 35.000 UN | 25.00000 875.00| 30.00000 1050.00|
MULCH - PLAN QUANTITY | | |
0880 620.58 100.000 M2 | 4.00000 400.00| 4.50000 450.00|
EROSION CONTROL GEOTEXTILE | | |
0890 621.025 9.000 EA | 41.00000 369.00| 44.00000 396.00|
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP A | | |
0900 621.202 1.000 EA | 260.00000 260.00| 280.00000 280.00|
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0910 621.273 8.000 EA | 254.00000 2032.00| 275.00000 2200.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
LETTING DATE : 09/25/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/02
PAGE : 6
LOCATION : SOUTH BERWICK TABULATION OF BIDS
CONTRACT ID : 008143.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( )
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0920 621.274 10.000 EA | 260.00000 2600.00| 280.00000 2800.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0930 621.286 1.000 EA | 500.00000 500.00| 540.00000 540.00|
LARGE DECIDUOUS TREE (75 MM - 90 MM | | |
CALIPER) GROUP B | | |
0940 621.54 7.000 EA | 22.00000 154.00| 25.00000 175.00|
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0950 621.541 55.000 EA | 21.00000 1155.00| 25.00000 1375.00|
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP B | | |
0960 621.71 542.000 EA | 8.00000 4336.00| 9.00000 4878.00|
HERBACEOUS PERENNIALS GROUP A | | |
0970 621.80 LUMP| 1990.00000 1990.00| 2500.00000 2500.00|
ESTABLISHMENT PERIOD | | |
0980 622.10 4.000 EA | 75.00000 300.00| 100.00000 400.00|
TRANSPLANTING SHRUB | | |
0990 627.71 1270.000 M | 0.80000 1016.00| 1.00000 1270.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
1000 627.73 825.000 M | 1.00000 825.00| 1.00000 825.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
1010 627.75 65.000 M2 | 18.25000 1186.25| 20.00000 1300.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
1020 627.77 6.000 M2 | 22.50000 135.00| 25.00000 150.00|
REMOVING PAVEMENT MARKINGS | | |
1030 627.78 1020.000 M | 1.00000 1020.00| 1.10000 1122.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
1040 629.05 30.000 MH | 30.00000 900.00| 28.00000 840.00|
HAND LABOR, STRAIGHT TIME | | |
1050 631.10 20.000 HR | 35.00000 700.00| 38.00000 760.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
1060 631.12 5.000 HR | 90.00000 450.00| 90.00000 450.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1070 631.172 10.000 HR | 45.00000 450.00| 40.00000 400.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1080 631.18 10.000 HR | 35.00000 350.00| 35.00000 350.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
LETTING DATE : 09/25/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/02
PAGE : 7
LOCATION : SOUTH BERWICK TABULATION OF BIDS
CONTRACT ID : 008143.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( )
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1090 631.20 5.000 HR | 125.00000 625.00| 150.00000 750.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1100 636.61 108.000 M2 | 250.00000 27000.00| 350.00000 37800.00|
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
1110 637.071 LUMP| 10000.00000 10000.00| 7500.00000 7500.00|
DUST CONTROL | | |
1120 639.18 1.000 EA | 10000.00000 10000.00| 7500.00000 7500.00|
FIELD OFFICE TYPE A | | |
1130 642.12 2.000 EA | 2000.00000 4000.00| 850.00000 1700.00|
WOODEN STEPS | | |
1140 642.17 8.000 M3 | 1100.00000 8800.00| 1140.00000 9120.00|
CAST-IN-PLACE CONCRETE STEPS | | |
1150 643.72 LUMP| 19000.00000 19000.00| 15000.00000 15000.00|
TEMPORARY TRAFFIC SIGNAL | | |
1160 652.31 23.000 EA | 50.00000 1150.00| 50.00000 1150.00|
TYPE I BARRICADE | | |
1170 652.311 20.000 EA | 55.00000 1100.00| 75.00000 1500.00|
TYPE II BARRICADE | | |
1180 652.312 20.000 EA | 150.00000 3000.00| 150.00000 3000.00|
TYPE III BARRICADE | | |
1190 652.33 100.000 EA | 55.00000 5500.00| 30.00000 3000.00|
DRUM | | |
1200 652.34 90.000 EA | 20.00000 1800.00| 20.00000 1800.00|
CONE | | |
1210 652.35 105.000 M2 | 110.00000 11550.00| 108.00000 11340.00|
CONSTRUCTION SIGNS | | |
1220 652.361 180.000 LS | 8000.00000 8000.00| 50000.00000 50000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1230 652.38 3550.000 MH | 15.00000 53250.00| 16.50000 58575.00|
FLAGGER | | |
1240 656.75 LUMP| 15000.00000 15000.00| 13000.00000 13000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1250 657.24 28.000 UN | 1.00000 28.00| 45.00000 1260.00|
SEEDING PITS | | |
1260 658.20 14.000 M2 | 20.00000 280.00| 25.00000 350.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1270 659.10 LUMP| 140000.00000 140000.00| 150000.00000 150000.00|
MOBILIZATION | | |
1280 660.21 1000.000 MH | 0.01000 10.00| 2.00000 2000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,424,960.25| $ 1,484,504.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,424,960.25| $ 1,484,504.00| $
====================================================================================================================================