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LETTING DATE : 09/08/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/08/04
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010204.00 COMPLETION DATE : 11/10/05
=========
PROJECT(S): STP-1020(400)X LOCATION(S): Stetson-Levant MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : STETSON-LEVANT, CHIP NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 LANE CONSTRUCTION CORP. (THE) $ 2,617,463.44 100.0000%
2 001195 VAUGHN THIBODEAU & SONS, INC. $ 2,723,547.60 104.0529%
3 000036 H E SARGENT, INC. $ 3,067,350.00 117.1879%
4 000855 BRIDGECORP $ 3,073,917.05 117.4388%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001195 |( 3 ) 000036
|LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 1.580 HA | 17000.00000 26860.00| 5000.00000 7900.00| 20000.00000 31600.00
CLEARING | | |
0020 201.23 38.000 EA | 500.00000 19000.00| 287.00000 10906.00| 500.00000 19000.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 202.12 1.800 M3 | 800.00000 1440.00| 1500.00000 2700.00| 750.00000 1350.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0040 202.203 470.000 M2 | 14.00000 6580.00| 14.00000 6580.00| 12.00000 5640.00
PAVEMENT BUTT JOINTS | | |
0050 203.20 8070.000 M3 | 16.00000 129120.00| 9.00000 72630.00| 20.00000 161400.00
COMMON EXCAVATION | | |
0060 203.21 378.000 M3 | 80.00000 30240.00| 197.80000 74768.40| 60.00000 22680.00
ROCK EXCAVATION | | |
0070 203.24 4600.000 M3 | 12.50000 57500.00| 13.08000 60168.00| 8.00000 36800.00
COMMON BORROW | | |
0080 211.20 620.000 M | 13.00000 8060.00| 10.00000 6200.00| 20.00000 12400.00
INSLOPE EXCAVATION | | |
0090 211.30 4260.000 M | 15.50000 66030.00| 10.00000 42600.00| 40.00000 170400.00
DITCH EXCAVATION | | |
0100 304.104 16190.000 M3 | 20.00000 323800.00| 20.70000 335133.00| 26.00000 420940.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0110 310.23 59600.000 M2 | 7.45000 444020.00| 10.00000 596000.00| 7.45000 444020.00
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
LETTING DATE : 09/08/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/08/04
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010204.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001195 |( 3 ) 000036
|LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.209 270.000 MG | 95.00000 25650.00| 126.50000 34155.00| 95.00000 25650.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0130 403.210 5355.000 MG | 45.80000 245259.00| 53.00000 283815.00| 45.80000 245259.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0140 403.213 7150.000 MG | 44.85000 320677.50| 53.00000 378950.00| 44.85000 320677.50
HOT MIX ASPHALT 12.5 MM, BASE | | |
0150 409.15 10700.000 L | 1.20000 12840.00| 1.50000 16050.00| 1.20000 12840.00
BITUMINOUS TACK COAT APPLIED | | |
0160 411.10 200.000 M3 | 60.00000 12000.00| 40.00000 8000.00| 23.50000 4700.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0170 603.16 554.000 M | 120.00000 66480.00| 172.50000 95565.00| 105.00000 58170.00
375 MM CULVERT PIPE OPTION I | | |
0180 603.17 63.600 M | 125.00000 7950.00| 218.50000 13896.60| 106.00000 6741.60
450 MM CULVERT PIPE OPTION I | | |
0190 603.179 332.400 M | 230.00000 76452.00| 241.50000 80274.60| 117.00000 38890.80
450 MM CULVERT PIPE OPTION III | | |
0200 603.19 49.800 M | 140.00000 6972.00| 253.00000 12599.40| 177.00000 8814.60
600 MM CULVERT PIPE OPTION I | | |
0210 603.199 72.000 M | 245.00000 17640.00| 253.00000 18216.00| 177.00000 12744.00
600 MM CULVERT PIPE OPTION III | | |
0220 603.209 14.400 M | 330.00000 4752.00| 300.00000 4320.00| 220.00000 3168.00
750 MM CULVERT PIPE OPTION III | | |
0230 603.219 19.200 M | 350.00000 6720.00| 316.25000 6072.00| 250.00000 4800.00
900 MM CULVERT PIPE OPTION III | | |
0240 603.239 29.100 M | 475.00000 13822.50| 375.00000 10912.50| 315.00000 9166.50
1200 MM CULVERT PIPE OPTION III | | |
0250 605.09 361.000 M | 75.00000 27075.00| 74.75000 26984.75| 87.00000 31407.00
150 MM UNDERDRAIN TYPE B | | |
0260 605.10 137.000 M | 75.00000 10275.00| 74.75000 10240.75| 101.00000 13837.00
150 MM UNDERDRAIN OUTLET | | |
0270 606.23 2301.000 M | 35.50000 81685.50| 43.71000 100576.71| 35.50000 81685.50
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0280 606.232 167.600 M | 38.00000 6368.80| 51.00000 8547.60| 38.00000 6368.80
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0290 606.265 20.000 EA | 40.00000 800.00| 66.00000 1320.00| 40.00000 800.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0300 606.35 83.000 EA | 32.00000 2656.00| 34.50000 2863.50| 32.00000 2656.00
GUARDRAIL DELINEATOR POST | | |
LETTING DATE : 09/08/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/08/04
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010204.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001195 |( 3 ) 000036
|LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.47 30.000 EA | 30.00000 900.00| 44.27000 1328.10| 30.00000 900.00
SINGLE WOOD POST | | |
0320 606.51 5.000 EA | 375.00000 1875.00| 500.00000 2500.00| 375.00000 1875.00
MULTIPLE MAILBOX SUPPORT | | |
0330 606.79 16.000 EA | 1360.00000 21760.00| 3000.00000 48000.00| 1360.00000 21760.00
GUARDRAIL 350 FLARED TERMINAL | | |
0340 609.31 770.000 M | 18.00000 13860.00| 18.40000 14168.00| 16.50000 12705.00
CURB TYPE 3 | | |
0350 610.08 500.000 M3 | 60.00000 30000.00| 77.00000 38500.00| 36.00000 18000.00
PLAIN RIPRAP | | |
0360 610.16 95.000 M3 | 65.00000 6175.00| 80.00000 7600.00| 36.00000 3420.00
HEAVY RIPRAP | | |
0370 610.18 490.000 M3 | 49.00000 24010.00| 65.00000 31850.00| 36.00000 17640.00
STONE DITCH PROTECTION | | |
0380 613.319 9800.000 M2 | 2.30000 22540.00| 2.00000 19600.00| 1.50000 14700.00
EROSION CONTROL BLANKET | | |
0390 615.07 356.000 M3 | 40.00000 14240.00| 31.05000 11053.80| 32.00000 11392.00
LOAM | | |
0400 618.1301 47.000 UN | 21.99000 1033.53| 30.47000 1432.09| 24.00000 1128.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0410 618.1401 471.000 UN | 12.49000 5882.79| 20.70000 9749.70| 12.50000 5887.50
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0420 619.1201 518.000 UN | 6.49000 3361.82| 8.05000 4169.90| 6.00000 3108.00
MULCH - PLAN QUANTITY | | |
0430 620.58 900.000 M2 | 3.00000 2700.00| 2.87000 2583.00| 2.30000 2070.00
EROSION CONTROL GEOTEXTILE | | |
0440 627.76 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 12900.00000 12900.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0450 629.05 40.000 HR | 25.00000 1000.00| 28.78000 1151.20| 35.00000 1400.00
HAND LABOR, STRAIGHT TIME | | |
0460 631.10 20.000 HR | 35.00000 700.00| 75.00000 1500.00| 55.00000 1100.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0470 631.11 20.000 HR | 25.00000 500.00| 75.00000 1500.00| 55.00000 1100.00
AIR TOOL (INCLUDING OPERATOR) | | |
0480 631.111 50.000 HR | 200.00000 10000.00| 150.00000 7500.00| 250.00000 12500.00
TRACTOR MOUNTED HYDRAULIC HAMMER | | |
0490 631.12 130.000 HR | 125.00000 16250.00| 126.50000 16445.00| 155.00000 20150.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0500 631.14 30.000 HR | 110.00000 3300.00| 85.00000 2550.00| 125.00000 3750.00
GRADER (INCLUDING OPERATOR) | | |
LETTING DATE : 09/08/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/08/04
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010204.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001195 |( 3 ) 000036
|LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 631.172 100.000 HR | 50.00000 5000.00| 51.75000 5175.00| 148.00000 14800.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0520 631.18 10.000 HR | 35.00000 350.00| 32.20000 322.00| 47.00000 470.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0530 631.20 50.000 HR | 110.00000 5500.00| 138.00000 6900.00| 100.00000 5000.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0540 631.32 40.000 HR | 120.00000 4800.00| 115.00000 4600.00| 190.00000 7600.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0550 639.19 1.000 EA | 10000.00000 10000.00| 10000.00000 10000.00| 50000.00000 50000.00
FIELD OFFICE TYPE B | | |
0560 652.38 3500.000 HR | 14.00000 49000.00| 19.55000 68425.00| 13.00000 45500.00
FLAGGER | | |
0570 652.39 LUMP| 50000.00000 50000.00| 20000.00000 20000.00| 90200.00000 90200.00
WORK ZONE TRAFFIC CONTROL | | |
0580 656.75 LUMP| 50000.00000 50000.00| 30000.00000 30000.00| 163988.20000 163988.20
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0590 659.10 LUMP| 195000.00000 195000.00| 20000.00000 20000.00| 306700.00000 306700.00
MOBILIZATION | | |
0600 660.21 1000.000 HR | 1.00000 1000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,617,463.44| $ 2,723,547.60| $ 3,067,350.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,617,463.44| $ 2,723,547.60| $ 3,067,350.00
====================================================================================================================================
LETTING DATE : 09/08/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/08/04
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010204.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 1.580 HA | 20000.00000 31600.00| |
CLEARING | | |
0020 201.23 38.000 EA | 550.00000 20900.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 202.12 1.800 M3 | 2500.00000 4500.00| |
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0040 202.203 470.000 M2 | 27.50000 12925.00| |
PAVEMENT BUTT JOINTS | | |
0050 203.20 8070.000 M3 | 15.50000 125085.00| |
COMMON EXCAVATION | | |
0060 203.21 378.000 M3 | 95.00000 35910.00| |
ROCK EXCAVATION | | |
0070 203.24 4600.000 M3 | 13.50000 62100.00| |
COMMON BORROW | | |
0080 211.20 620.000 M | 16.00000 9920.00| |
INSLOPE EXCAVATION | | |
0090 211.30 4260.000 M | 15.25000 64965.00| |
DITCH EXCAVATION | | |
0100 304.104 16190.000 M3 | 26.25000 424987.50| |
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0110 310.23 59600.000 M2 | 9.57000 570372.00| |
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0120 403.209 270.000 MG | 110.00000 29700.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0130 403.210 5355.000 MG | 50.70000 271498.50| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0140 403.213 7150.000 MG | 50.70000 362505.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0150 409.15 10700.000 L | 1.40000 14980.00| |
BITUMINOUS TACK COAT APPLIED | | |
0160 411.10 200.000 M3 | 72.25000 14450.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0170 603.16 554.000 M | 56.00000 31024.00| |
375 MM CULVERT PIPE OPTION I | | |
0180 603.17 63.600 M | 70.00000 4452.00| |
450 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 09/08/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/08/04
PAGE : 6
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010204.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.179 332.400 M | 225.00000 74790.00| |
450 MM CULVERT PIPE OPTION III | | |
0200 603.19 49.800 M | 120.00000 5976.00| |
600 MM CULVERT PIPE OPTION I | | |
0210 603.199 72.000 M | 300.00000 21600.00| |
600 MM CULVERT PIPE OPTION III | | |
0220 603.209 14.400 M | 335.00000 4824.00| |
750 MM CULVERT PIPE OPTION III | | |
0230 603.219 19.200 M | 365.00000 7008.00| |
900 MM CULVERT PIPE OPTION III | | |
0240 603.239 29.100 M | 550.00000 16005.00| |
1200 MM CULVERT PIPE OPTION III | | |
0250 605.09 361.000 M | 73.50000 26533.50| |
150 MM UNDERDRAIN TYPE B | | |
0260 605.10 137.000 M | 65.00000 8905.00| |
150 MM UNDERDRAIN OUTLET | | |
0270 606.23 2301.000 M | 40.75000 93765.75| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0280 606.232 167.600 M | 43.75000 7332.50| |
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0290 606.265 20.000 EA | 46.00000 920.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0300 606.35 83.000 EA | 36.75000 3050.25| |
GUARDRAIL DELINEATOR POST | | |
0310 606.47 30.000 EA | 34.50000 1035.00| |
SINGLE WOOD POST | | |
0320 606.51 5.000 EA | 425.00000 2125.00| |
MULTIPLE MAILBOX SUPPORT | | |
0330 606.79 16.000 EA | 1575.00000 25200.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0340 609.31 770.000 M | 23.25000 17902.50| |
CURB TYPE 3 | | |
0350 610.08 500.000 M3 | 82.25000 41125.00| |
PLAIN RIPRAP | | |
0360 610.16 95.000 M3 | 121.50000 11542.50| |
HEAVY RIPRAP | | |
0370 610.18 490.000 M3 | 58.25000 28542.50| |
STONE DITCH PROTECTION | | |
0380 613.319 9800.000 M2 | 1.00000 9800.00| |
EROSION CONTROL BLANKET | | |
LETTING DATE : 09/08/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/08/04
PAGE : 7
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010204.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 615.07 356.000 M3 | 60.00000 21360.00| |
LOAM | | |
0400 618.1301 47.000 UN | 27.50000 1292.50| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0410 618.1401 471.000 UN | 14.35000 6758.85| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0420 619.1201 518.000 UN | 6.90000 3574.20| |
MULCH - PLAN QUANTITY | | |
0430 620.58 900.000 M2 | 1.00000 900.00| |
EROSION CONTROL GEOTEXTILE | | |
0440 627.76 LUMP| 5000.00000 5000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0450 629.05 40.000 HR | 45.00000 1800.00| |
HAND LABOR, STRAIGHT TIME | | |
0460 631.10 20.000 HR | 60.00000 1200.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0470 631.11 20.000 HR | 60.00000 1200.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0480 631.111 50.000 HR | 275.00000 13750.00| |
TRACTOR MOUNTED HYDRAULIC HAMMER | | |
0490 631.12 130.000 HR | 135.00000 17550.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0500 631.14 30.000 HR | 135.00000 4050.00| |
GRADER (INCLUDING OPERATOR) | | |
0510 631.172 100.000 HR | 65.00000 6500.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0520 631.18 10.000 HR | 75.00000 750.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0530 631.20 50.000 HR | 250.00000 12500.00| |
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0540 631.32 40.000 HR | 300.00000 12000.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0550 639.19 1.000 EA | 6500.00000 6500.00| |
FIELD OFFICE TYPE B | | |
0560 652.38 3500.000 HR | 13.25000 46375.00| |
FLAGGER | | |
0570 652.39 LUMP| 90000.00000 90000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0580 656.75 LUMP| 20000.00000 20000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 09/08/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/08/04
PAGE : 8
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010204.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0590 659.10 LUMP| 300000.00000 300000.00| |
MOBILIZATION | | |
0600 660.21 1000.000 HR | 1.00000 1000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,073,917.05| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,073,917.05| $ 0.00| $
====================================================================================================================================