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LETTING DATE : 04/28/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/28/04
PAGE : 1
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 010053.56 COMPLETION DATE : 11/19/04
=========
PROJECT(S): BR-1005(356)X LOCATION(S): WASHBURN MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000120 ED PELLETIER & SONS, CO. $ 389,373.50 100.0000%
2 000118 STETSON & WATSON, J. V. $ 426,907.00 109.6395%
3 000273 SODERBERG COMPANY, INC. $ 463,799.00 119.1142%
4 000032 REED & REED, INC. $ 498,502.00 128.0267%
====================================================================================================================================
|( 1 ) 000120 |( 2 ) 000118 |( 3 ) 000273
|ED PELLETIER & SONS, CO. |STETSON & WATSON, J. V. |SODERBERG COMPANY, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 289.000 LS | 2500.00000 2500.00| 65000.00000 65000.00| 8000.00000 8000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 330.000 M3 | 13.00000 4290.00| 15.00000 4950.00| 15.00000 4950.00
COMMON EXCAVATION | | |
0030 203.24 20.000 M3 | 15.00000 300.00| 25.00000 500.00| 20.00000 400.00
COMMON BORROW | | |
0040 203.25 110.000 M3 | 18.50000 2035.00| 25.00000 2750.00| 25.00000 2750.00
GRANULAR BORROW | | |
0050 204.41 24.000 M2 | 10.00000 240.00| 25.00000 600.00| 20.00000 480.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0060 206.082 120.000 M3 | 18.00000 2160.00| 25.00000 3000.00| 25.00000 3000.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 310.000 M3 | 15.00000 4650.00| 25.00000 7750.00| 28.00000 8680.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 62.000 MG | 140.00000 8680.00| 100.00000 6200.00| 100.00000 6200.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 403.210 17.000 MG | 200.00000 3400.00| 150.00000 2550.00| 150.00000 2550.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.213 94.000 MG | 145.00000 13630.00| 100.00000 9400.00| 100.00000 9400.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
LETTING DATE : 04/28/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/28/04
PAGE : 2
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 010053.56
=========
====================================================================================================================================
|( 1 ) 000120 |( 2 ) 000118 |( 3 ) 000273
|ED PELLETIER & SONS, CO. |STETSON & WATSON, J. V. |SODERBERG COMPANY, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15 60.000 L | 2.25000 135.00| 2.00000 120.00| 2.00000 120.00
BITUMINOUS TACK COAT APPLIED | | |
0120 501.231 1.000 EA | 4200.00000 4200.00| 4000.00000 4000.00| 4000.00000 4000.00
DYNAMIC LOADING TEST | | |
0130 501.46 112.000 M | 285.00000 31920.00| 270.00000 30240.00| 270.00000 30240.00
STEEL H-BEAM PILES 109 KG/M, DELIVERED | | |
0140 501.461 112.000 M | 5.25000 588.00| 5.00000 560.00| 5.00000 560.00
STEEL H-BEAM PILES 109 KG/M, IN PLACE | | |
0150 501.90 8.000 EA | 110.00000 880.00| 100.00000 800.00| 50.00000 400.00
PILE TIPS | | |
0160 501.92 LUMP| 12600.00000 12600.00| 12000.00000 12000.00| 15000.00000 15000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0170 502.21 26.000 M3 | 550.00000 14300.00| 500.00000 13000.00| 1000.00000 26000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0180 502.25 8.000 LS | 5500.00000 5500.00| 5000.00000 5000.00| 9500.00000 9500.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0190 502.49 4.000 LS | 5500.00000 5500.00| 5000.00000 5000.00| 9500.00000 9500.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0200 503.12 1150.000 KG | 3.25000 3737.50| 3.00000 3450.00| 2.50000 2875.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 1150.000 KG | 1.10000 1265.00| 1.00000 1150.00| 1.70000 1955.00
REINFORCING STEEL, PLACING | | |
0220 508.13 100.000 LS | 2650.00000 2650.00| 2500.00000 2500.00| 7500.00000 7500.00
MEMBRANE WATERPROOFING | | |
0230 510.10 LUMP| 73250.00000 73250.00| 85000.00000 85000.00| 80000.00000 80000.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0240 511.07 LUMP| 5500.00000 5500.00| 5000.00000 5000.00| 10000.00000 10000.00
COFFERDAM: ABUTMENT #1 | | |
0250 511.07 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 10000.00000 10000.00
COFFERDAM: ABUTMENT #2 | | |
0260 512.081 21.000 LS | 500.00000 500.00| 1000.00000 1000.00| 3000.00000 3000.00
FRENCH DRAINS | | |
0270 514.06 1.000 EA | 750.00000 750.00| 750.00000 750.00| 1000.00000 1000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0280 515.21 42.000 LS | 600.00000 600.00| 500.00000 500.00| 800.00000 800.00
PROTECTIVE COATING FOR CONCRETE | | |
SURFACES LS | | |
LETTING DATE : 04/28/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/28/04
PAGE : 3
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 010053.56
=========
====================================================================================================================================
|( 1 ) 000120 |( 2 ) 000118 |( 3 ) 000273
|ED PELLETIER & SONS, CO. |STETSON & WATSON, J. V. |SODERBERG COMPANY, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 526.301 20.000 LS | 2500.00000 2500.00| 1500.00000 1500.00| 5000.00000 5000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0300 535.60 37.000 LS | 75000.00000 75000.00| 72000.00000 72000.00| 105000.00000 105000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB LS | | |
0310 604.18 1.000 EA | 500.00000 500.00| 600.00000 600.00| 500.00000 500.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0320 606.35 6.000 EA | 38.00000 228.00| 35.00000 210.00| 40.00000 240.00
GUARDRAIL DELINEATOR POST | | |
0330 606.55 31.000 M | 45.00000 1395.00| 40.00000 1240.00| 45.00000 1395.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0340 606.74 38.000 M | 180.00000 6840.00| 164.00000 6232.00| 175.00000 6650.00
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0350 606.78 4.000 EA | 1000.00000 4000.00| 900.00000 3600.00| 1000.00000 4000.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0360 609.247 4.000 EA | 200.00000 800.00| 250.00000 1000.00| 300.00000 1200.00
TERMINAL CURB TYPE 2 - 2.1 METER | | |
0370 610.08 110.000 M3 | 45.00000 4950.00| 50.00000 5500.00| 50.00000 5500.00
PLAIN RIPRAP | | |
0380 610.16 31.000 M3 | 60.00000 1860.00| 55.00000 1705.00| 90.00000 2790.00
HEAVY RIPRAP | | |
0390 613.319 4.000 M2 | 15.00000 60.00| 25.00000 100.00| 10.00000 40.00
EROSION CONTROL BLANKET | | |
0400 615.07 10.000 M3 | 25.00000 250.00| 40.00000 400.00| 40.00000 400.00
LOAM | | |
0410 618.1411 4.400 UN | 35.00000 154.00| 50.00000 220.00| 50.00000 220.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0420 619.1201 5.200 UN | 30.00000 156.00| 50.00000 260.00| 20.00000 104.00
MULCH - PLAN QUANTITY | | |
0430 619.1301 20.000 M3 | 25.00000 500.00| 50.00000 1000.00| 50.00000 1000.00
BARK MULCH - PLAN QUANTITY | | |
0440 620.58 280.000 M2 | 2.50000 700.00| 5.00000 1400.00| 4.00000 1120.00
EROSION CONTROL GEOTEXTILE | | |
0450 622.10 1.000 EA | 200.00000 200.00| 100.00000 100.00| 300.00000 300.00
TRANSPLANTING SHRUB | | |
0460 627.711 240.000 M | 6.75000 1620.00| 2.00000 480.00| 7.00000 1680.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0470 627.76 LUMP| 2150.00000 2150.00| 500.00000 500.00| 2000.00000 2000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 04/28/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/28/04
PAGE : 4
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 010053.56
=========
====================================================================================================================================
|( 1 ) 000120 |( 2 ) 000118 |( 3 ) 000273
|ED PELLETIER & SONS, CO. |STETSON & WATSON, J. V. |SODERBERG COMPANY, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 629.05 10.000 HR | 25.00000 250.00| 35.00000 350.00| 30.00000 300.00
HAND LABOR, STRAIGHT TIME | | |
0490 631.12 10.000 HR | 90.00000 900.00| 100.00000 1000.00| 100.00000 1000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0500 631.14 10.000 HR | 90.00000 900.00| 75.00000 750.00| 70.00000 700.00
GRADER (INCLUDING OPERATOR) | | |
0510 631.15 10.000 HR | 75.00000 750.00| 65.00000 650.00| 60.00000 600.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0520 631.172 10.000 HR | 55.00000 550.00| 50.00000 500.00| 50.00000 500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0530 631.22 10.000 HR | 90.00000 900.00| 65.00000 650.00| 70.00000 700.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0540 637.071 LUMP| 5000.00000 5000.00| 500.00000 500.00| 5000.00000 5000.00
DUST CONTROL | | |
0550 639.19 1.000 EA | 5000.00000 5000.00| 3000.00000 3000.00| 5000.00000 5000.00
FIELD OFFICE TYPE B | | |
0560 652.39 LUMP| 7500.00000 7500.00| 500.00000 500.00| 7000.00000 7000.00
WORK ZONE TRAFFIC CONTROL | | |
0570 656.75 LUMP| 4000.00000 4000.00| 500.00000 500.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0580 659.10 LUMP| 50000.00000 50000.00| 42690.00000 42690.00| 40000.00000 40000.00
MOBILIZATION | | |
SECTION TOTALS | $ 389,373.50| $ 426,907.00| $ 463,799.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 389,373.50| $ 426,907.00| $ 463,799.00
====================================================================================================================================
LETTING DATE : 04/28/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/28/04
PAGE : 5
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 010053.56
=========
====================================================================================================================================
|( 4 ) 000032 |( ) |( )
|REED & REED INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 289.000 LS | 20000.00000 20000.00| |
REMOVING EXISTING BRIDGE | | |
0020 203.20 330.000 M3 | 15.00000 4950.00| |
COMMON EXCAVATION | | |
0030 203.24 20.000 M3 | 15.00000 300.00| |
COMMON BORROW | | |
0040 203.25 110.000 M3 | 22.00000 2420.00| |
GRANULAR BORROW | | |
0050 204.41 24.000 M2 | 22.00000 528.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0060 206.082 120.000 M3 | 27.00000 3240.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0070 304.10 310.000 M3 | 25.00000 7750.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 62.000 MG | 100.00000 6200.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 403.210 17.000 MG | 150.00000 2550.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.213 94.000 MG | 100.00000 9400.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0110 409.15 60.000 L | 2.00000 120.00| |
BITUMINOUS TACK COAT APPLIED | | |
0120 501.231 1.000 EA | 4000.00000 4000.00| |
DYNAMIC LOADING TEST | | |
0130 501.46 112.000 M | 200.00000 22400.00| |
STEEL H-BEAM PILES 109 KG/M, DELIVERED | | |
0140 501.461 112.000 M | 75.00000 8400.00| |
STEEL H-BEAM PILES 109 KG/M, IN PLACE | | |
0150 501.90 8.000 EA | 225.00000 1800.00| |
PILE TIPS | | |
0160 501.92 LUMP| 10000.00000 10000.00| |
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0170 502.21 26.000 M3 | 1200.00000 31200.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0180 502.25 8.000 LS | 20000.00000 20000.00| |
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
LETTING DATE : 04/28/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/28/04
PAGE : 6
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 010053.56
=========
====================================================================================================================================
|( 4 ) 000032 |( ) |( )
|REED & REED INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.49 4.000 LS | 10000.00000 10000.00| |
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0200 503.12 1150.000 KG | 2.00000 2300.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 1150.000 KG | 2.00000 2300.00| |
REINFORCING STEEL, PLACING | | |
0220 508.13 100.000 LS | 1500.00000 1500.00| |
MEMBRANE WATERPROOFING | | |
0230 510.10 LUMP| 90000.00000 90000.00| |
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0240 511.07 LUMP| 7500.00000 7500.00| |
COFFERDAM: ABUTMENT #1 | | |
0250 511.07 LUMP| 7500.00000 7500.00| |
COFFERDAM: ABUTMENT #2 | | |
0260 512.081 21.000 LS | 3000.00000 3000.00| |
FRENCH DRAINS | | |
0270 514.06 1.000 EA | 600.00000 600.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0280 515.21 42.000 LS | 1000.00000 1000.00| |
PROTECTIVE COATING FOR CONCRETE | | |
SURFACES LS | | |
0290 526.301 20.000 LS | 3500.00000 3500.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0300 535.60 37.000 LS | 90000.00000 90000.00| |
PRESTRESSED STRUCTURAL CONCRETE SLAB LS | | |
0310 604.18 1.000 EA | 500.00000 500.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0320 606.35 6.000 EA | 35.00000 210.00| |
GUARDRAIL DELINEATOR POST | | |
0330 606.55 31.000 M | 400.00000 12400.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0340 606.74 38.000 M | 165.00000 6270.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0350 606.78 4.000 EA | 900.00000 3600.00| |
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0360 609.247 4.000 EA | 350.00000 1400.00| |
TERMINAL CURB TYPE 2 - 2.1 METER | | |
LETTING DATE : 04/28/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/28/04
PAGE : 7
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 010053.56
=========
====================================================================================================================================
|( 4 ) 000032 |( ) |( )
|REED & REED INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 610.08 110.000 M3 | 50.00000 5500.00| |
PLAIN RIPRAP | | |
0380 610.16 31.000 M3 | 100.00000 3100.00| |
HEAVY RIPRAP | | |
0390 613.319 4.000 M2 | 10.00000 40.00| |
EROSION CONTROL BLANKET | | |
0400 615.07 10.000 M3 | 40.00000 400.00| |
LOAM | | |
0410 618.1411 4.400 UN | 50.00000 220.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0420 619.1201 5.200 UN | 20.00000 104.00| |
MULCH - PLAN QUANTITY | | |
0430 619.1301 20.000 M3 | 50.00000 1000.00| |
BARK MULCH - PLAN QUANTITY | | |
0440 620.58 280.000 M2 | 4.00000 1120.00| |
EROSION CONTROL GEOTEXTILE | | |
0450 622.10 1.000 EA | 300.00000 300.00| |
TRANSPLANTING SHRUB | | |
0460 627.711 240.000 M | 7.00000 1680.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0470 627.76 LUMP| 2000.00000 2000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0480 629.05 10.000 HR | 30.00000 300.00| |
HAND LABOR, STRAIGHT TIME | | |
0490 631.12 10.000 HR | 100.00000 1000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0500 631.14 10.000 HR | 90.00000 900.00| |
GRADER (INCLUDING OPERATOR) | | |
0510 631.15 10.000 HR | 70.00000 700.00| |
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0520 631.172 10.000 HR | 50.00000 500.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0530 631.22 10.000 HR | 80.00000 800.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0540 637.071 LUMP| 2000.00000 2000.00| |
DUST CONTROL | | |
0550 639.19 1.000 EA | 6000.00000 6000.00| |
FIELD OFFICE TYPE B | | |
LETTING DATE : 04/28/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/28/04
PAGE : 8
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 010053.56
=========
====================================================================================================================================
|( 4 ) 000032 |( ) |( )
|REED & REED INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 652.39 LUMP| 17000.00000 17000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0570 656.75 LUMP| 15000.00000 15000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0580 659.10 LUMP| 40000.00000 40000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 498,502.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 498,502.00| $ 0.00| $
====================================================================================================================================