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LETTING DATE : 05/12/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/12/04
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 004589.56 COMPLETION DATE : 05/10/05
=========
PROJECT(S): BR-4589(56)X LOCATION(S): HERMON MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE REPLACEMENT NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000010 THOMAS DICENZO, INC. $ 546,536.00 100.0000%
2 000118 STETSON & WATSON, J. V. $ 565,208.00 103.4164%
3 000032 REED & REED, INC. $ 574,243.00 105.0696%
4 000416 T BUCK CONSTRUCTION INC. $ 671,939.00 122.9451%
5 000304 LOU SILVER INC. $ 677,501.64 123.9629%
6 000164 C P M CONSTRUCTORS $ 724,452.00 132.5534%
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000118 |( 3 ) 000032
|THOMAS DICENZO, INC. |STETSON & WATSON, J. V. |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 1.000 LS | 32000.00000 32000.00| 40000.00000 40000.00| 40000.00000 40000.00
REMOVING EXISTING BRIDGE 50 M3 | | |
0020 203.20 1570.000 M3 | 8.00000 12560.00| 10.00000 15700.00| 8.00000 12560.00
COMMON EXCAVATION | | |
0030 203.24 230.000 M3 | 6.00000 1380.00| 15.00000 3450.00| 15.00000 3450.00
COMMON BORROW | | |
0040 203.25 250.000 M3 | 20.00000 5000.00| 30.00000 7500.00| 17.00000 4250.00
GRANULAR BORROW | | |
0050 206.082 470.000 M3 | 20.00000 9400.00| 15.00000 7050.00| 12.00000 5640.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 1300.000 M3 | 18.00000 23400.00| 30.00000 39000.00| 20.00000 26000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 280.000 MG | 72.00000 20160.00| 68.00000 19040.00| 68.00000 19040.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0080 403.209 6.000 MG | 126.00000 756.00| 120.00000 720.00| 120.00000 720.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.213 200.000 MG | 72.00000 14400.00| 68.00000 13600.00| 68.00000 13600.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
LETTING DATE : 05/12/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/12/04
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 004589.56
=========
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000118 |( 3 ) 000032
|THOMAS DICENZO, INC. |STETSON & WATSON, J. V. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 501.231 1.000 EA | 4800.00000 4800.00| 4500.00000 4500.00| 3000.00000 3000.00
DYNAMIC LOADING TEST | | |
0110 501.541 50.000 M | 32.00000 1600.00| 30.00000 1500.00| 200.00000 10000.00
STEEL H-BEAM PILES 174 KG/M, IN PLACE | | |
0120 501.90 8.000 EA | 320.00000 2560.00| 300.00000 2400.00| 200.00000 1600.00
PILE TIPS | | |
0130 501.91 4.000 EA | 11.00000 44.00| 10.00000 40.00| 10.00000 40.00
PILE SPLICES | | |
0140 501.92 LUMP| 29500.00000 29500.00| 28000.00000 28000.00| 2500.00000 2500.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0150 502.219 1.000 LS | 41000.00000 41000.00| 40000.00000 40000.00| 75000.00000 75000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS 58 M3 | | |
0160 502.26 1.000 LS | 68000.00000 68000.00| 60000.00000 60000.00| 62000.00000 62000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES 57 M3 | | |
0170 502.29 1.000 LS | 12000.00000 12000.00| 2000.00000 2000.00| 2000.00000 2000.00
STRUCTURAL CONCRETE WEARING SURFACE ON | | |
BRIDGES 7 M3 | | |
0180 502.31 1.000 LS | 6000.00000 6000.00| 15000.00000 15000.00| 5500.00000 5500.00
STRUCTURAL CONCRETE APPROACH SLABS 10 M | | |
0190 502.49 1.000 LS | 7500.00000 7500.00| 8000.00000 8000.00| 10000.00000 10000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
8 M3 | | |
0200 503.12 13550.000 KG | 0.85000 11517.50| 1.00000 13550.00| 1.00000 13550.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 13550.000 KG | 0.75000 10162.50| 1.00000 13550.00| 1.00000 13550.00
REINFORCING STEEL, PLACING | | |
0220 504.70 43300.000 LS | 68000.00000 68000.00| 70000.00000 70000.00| 85000.00000 85000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0230 504.71 43300.000 LS | 14800.00000 14800.00| 15000.00000 15000.00| 18000.00000 18000.00
STRUCTURAL STEEL ERECTION | | |
0240 505.08 1.000 LS | 3100.00000 3100.00| 2500.00000 2500.00| 2500.00000 2500.00
SHEAR CONNECTORS 976 EA | | |
0250 507.0811 57.000 LS | 19000.00000 19000.00| 30000.00000 30000.00| 20000.00000 20000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0260 512.081 1.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00
FRENCH DRAINS 40 M | | |
0270 514.06 1.000 EA | 1000.00000 1000.00| 800.00000 800.00| 850.00000 850.00
CURING BOX FOR CONCRETE CYLINDERS | | |
LETTING DATE : 05/12/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/12/04
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 004589.56
=========
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000118 |( 3 ) 000032
|THOMAS DICENZO, INC. |STETSON & WATSON, J. V. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 515.21 360.000 LS | 1000.00000 1000.00| 600.00000 600.00| 1800.00000 1800.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0290 526.34 4.000 EA | 1400.00000 5600.00| 1000.00000 4000.00| 1500.00000 6000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0300 603.16 49.000 M | 120.00000 5880.00| 100.00000 4900.00| 150.00000 7350.00
375 MM CULVERT PIPE OPTION I | | |
0310 603.169 14.000 M | 150.00000 2100.00| 150.00000 2100.00| 150.00000 2100.00
375 MM CULVERT PIPE OPTION III | | |
0320 606.1721 4.000 EA | 1100.00000 4400.00| 1000.00000 4000.00| 1000.00000 4000.00
BRIDGE TRANSITION - TYPE 1 | | |
0330 606.35 6.000 EA | 27.00000 162.00| 25.00000 150.00| 25.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0340 606.55 210.000 M | 34.00000 7140.00| 34.00000 7140.00| 34.00000 7140.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0350 606.76 4.000 EA | 1600.00000 6400.00| 1500.00000 6000.00| 1500.00000 6000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0360 610.08 160.000 M3 | 50.00000 8000.00| 35.00000 5600.00| 60.00000 9600.00
PLAIN RIPRAP | | |
0370 610.18 11.000 M3 | 50.00000 550.00| 30.00000 330.00| 50.00000 550.00
STONE DITCH PROTECTION | | |
0380 613.319 150.000 M2 | 6.00000 900.00| 4.00000 600.00| 5.00000 750.00
EROSION CONTROL BLANKET | | |
0390 615.07 110.000 M3 | 26.00000 2860.00| 30.00000 3300.00| 30.00000 3300.00
LOAM | | |
0400 618.1411 22.000 UN | 45.00000 990.00| 42.00000 924.00| 42.00000 924.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0410 619.1201 22.000 UN | 13.00000 286.00| 12.00000 264.00| 12.00000 264.00
MULCH - PLAN QUANTITY | | |
0420 620.58 120.000 M2 | 6.00000 720.00| 4.00000 480.00| 5.00000 600.00
EROSION CONTROL GEOTEXTILE | | |
0430 620.65 48.000 M2 | 6.00000 288.00| 10.00000 480.00| 15.00000 720.00
REINFORCEMENT GEOGRID | | |
0440 629.05 60.000 HR | 27.00000 1620.00| 30.00000 1800.00| 25.00000 1500.00
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 30.000 HR | 90.00000 2700.00| 100.00000 3000.00| 75.00000 2250.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.132 30.000 HR | 80.00000 2400.00| 60.00000 1800.00| 75.00000 2250.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0470 631.14 10.000 HR | 100.00000 1000.00| 100.00000 1000.00| 85.00000 850.00
GRADER (INCLUDING OPERATOR) | | |
LETTING DATE : 05/12/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/12/04
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 004589.56
=========
====================================================================================================================================
|( 1 ) 000010 |( 2 ) 000118 |( 3 ) 000032
|THOMAS DICENZO, INC. |STETSON & WATSON, J. V. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 631.15 30.000 HR | 80.00000 2400.00| 75.00000 2250.00| 65.00000 1950.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0490 631.171 30.000 HR | 40.00000 1200.00| 40.00000 1200.00| 45.00000 1350.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0500 639.19 1.000 EA | 6500.00000 6500.00| 4000.00000 4000.00| 6000.00000 6000.00
FIELD OFFICE TYPE B | | |
0510 652.38 30.000 HR | 20.00000 600.00| 13.00000 390.00| 16.50000 495.00
FLAGGER | | |
0520 652.39 LUMP| 20000.00000 20000.00| 2000.00000 2000.00| 12000.00000 12000.00
WORK ZONE TRAFFIC CONTROL | | |
0530 656.75 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 12000.00000 12000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0540 659.10 LUMP| 34200.00000 34200.00| 50000.00000 50000.00| 30000.00000 30000.00
MOBILIZATION | | |
SECTION TOTALS | $ 546,536.00| $ 565,208.00| $ 574,243.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 546,536.00| $ 565,208.00| $ 574,243.00
====================================================================================================================================
LETTING DATE : 05/12/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/12/04
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 004589.56
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000304 |( 6 ) 000164
|T BUCK CONSTRUCTION INC. |LOU SILVER INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 1.000 LS | 47250.00000 47250.00| 31000.00000 31000.00| 90000.00000 90000.00
REMOVING EXISTING BRIDGE 50 M3 | | |
0020 203.20 1570.000 M3 | 12.00000 18840.00| 10.00000 15700.00| 9.00000 14130.00
COMMON EXCAVATION | | |
0030 203.24 230.000 M3 | 16.50000 3795.00| 14.30000 3289.00| 24.00000 5520.00
COMMON BORROW | | |
0040 203.25 250.000 M3 | 25.00000 6250.00| 25.80000 6450.00| 32.00000 8000.00
GRANULAR BORROW | | |
0050 206.082 470.000 M3 | 20.00000 9400.00| 16.15000 7590.50| 16.00000 7520.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 1300.000 M3 | 24.50000 31850.00| 20.30000 26390.00| 25.00000 32500.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 280.000 MG | 68.00000 19040.00| 77.96000 21828.80| 70.00000 19600.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0080 403.209 6.000 MG | 120.00000 720.00| 126.00000 756.00| 120.00000 720.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.213 200.000 MG | 68.00000 13600.00| 80.59000 16118.00| 70.00000 14000.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0100 501.231 1.000 EA | 6000.00000 6000.00| 4725.00000 4725.00| 5000.00000 5000.00
DYNAMIC LOADING TEST | | |
0110 501.541 50.000 M | 30.00000 1500.00| 31.50000 1575.00| 50.00000 2500.00
STEEL H-BEAM PILES 174 KG/M, IN PLACE | | |
0120 501.90 8.000 EA | 300.00000 2400.00| 315.00000 2520.00| 500.00000 4000.00
PILE TIPS | | |
0130 501.91 4.000 EA | 10.00000 40.00| 12.66000 50.64| 1.00000 4.00
PILE SPLICES | | |
0140 501.92 LUMP| 40500.00000 40500.00| 29400.00000 29400.00| 40000.00000 40000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0150 502.219 1.000 LS | 42685.00000 42685.00| 51915.00000 51915.00| 75000.00000 75000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS 58 M3 | | |
0160 502.26 1.000 LS | 81500.00000 81500.00| 75385.00000 75385.00| 75000.00000 75000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES 57 M3 | | |
0170 502.29 1.000 LS | 12850.00000 12850.00| 16840.00000 16840.00| 10000.00000 10000.00
STRUCTURAL CONCRETE WEARING SURFACE ON | | |
BRIDGES 7 M3 | | |
LETTING DATE : 05/12/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/12/04
PAGE : 6
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 004589.56
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000304 |( 6 ) 000164
|T BUCK CONSTRUCTION INC. |LOU SILVER INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 502.31 1.000 LS | 4350.00000 4350.00| 4700.00000 4700.00| 3500.00000 3500.00
STRUCTURAL CONCRETE APPROACH SLABS 10 M | | |
0190 502.49 1.000 LS | 5675.00000 5675.00| 11285.00000 11285.00| 10000.00000 10000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
8 M3 | | |
0200 503.12 13550.000 KG | 0.90000 12195.00| 1.00000 13550.00| 1.00000 13550.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 13550.000 KG | 1.05000 14227.50| 1.10000 14905.00| 1.00000 13550.00
REINFORCING STEEL, PLACING | | |
0220 504.70 43300.000 LS | 74345.00000 74345.00| 113940.00000 113940.00| 100000.00000 100000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0230 504.71 43300.000 LS | 30800.00000 30800.00| 30860.00000 30860.00| 10000.00000 10000.00
STRUCTURAL STEEL ERECTION | | |
0240 505.08 1.000 LS | 2750.00000 2750.00| 4200.00000 4200.00| 2200.00000 2200.00
SHEAR CONNECTORS 976 EA | | |
0250 507.0811 57.000 LS | 20580.00000 20580.00| 25375.00000 25375.00| 23000.00000 23000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0260 512.081 1.000 LS | 4000.00000 4000.00| 2900.00000 2900.00| 5000.00000 5000.00
FRENCH DRAINS 40 M | | |
0270 514.06 1.000 EA | 1200.00000 1200.00| 750.00000 750.00| 1000.00000 1000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0280 515.21 360.000 LS | 1135.00000 1135.00| 2000.00000 2000.00| 1000.00000 1000.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0290 526.34 4.000 EA | 1550.00000 6200.00| 2500.00000 10000.00| 1500.00000 6000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0300 603.16 49.000 M | 105.00000 5145.00| 100.00000 4900.00| 90.00000 4410.00
375 MM CULVERT PIPE OPTION I | | |
0310 603.169 14.000 M | 120.00000 1680.00| 118.60000 1660.40| 150.00000 2100.00
375 MM CULVERT PIPE OPTION III | | |
0320 606.1721 4.000 EA | 1000.00000 4000.00| 1050.00000 4200.00| 1000.00000 4000.00
BRIDGE TRANSITION - TYPE 1 | | |
0330 606.35 6.000 EA | 25.00000 150.00| 26.25000 157.50| 25.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0340 606.55 210.000 M | 33.50000 7035.00| 35.00000 7350.00| 35.00000 7350.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0350 606.76 4.000 EA | 1500.00000 6000.00| 1575.00000 6300.00| 1500.00000 6000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0360 610.08 160.000 M3 | 60.00000 9600.00| 58.90000 9424.00| 40.00000 6400.00
PLAIN RIPRAP | | |
LETTING DATE : 05/12/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/12/04
PAGE : 7
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 004589.56
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000304 |( 6 ) 000164
|T BUCK CONSTRUCTION INC. |LOU SILVER INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 610.18 11.000 M3 | 115.00000 1265.00| 98.40000 1082.40| 40.00000 440.00
STONE DITCH PROTECTION | | |
0380 613.319 150.000 M2 | 3.00000 450.00| 4.85000 727.50| 4.00000 600.00
EROSION CONTROL BLANKET | | |
0390 615.07 110.000 M3 | 49.50000 5445.00| 34.75000 3822.50| 45.00000 4950.00
LOAM | | |
0400 618.1411 22.000 UN | 42.00000 924.00| 42.00000 924.00| 42.00000 924.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0410 619.1201 22.000 UN | 12.00000 264.00| 12.00000 264.00| 12.00000 264.00
MULCH - PLAN QUANTITY | | |
0420 620.58 120.000 M2 | 4.50000 540.00| 12.00000 1440.00| 5.00000 600.00
EROSION CONTROL GEOTEXTILE | | |
0430 620.65 48.000 M2 | 22.50000 1080.00| 10.55000 506.40| 10.00000 480.00
REINFORCEMENT GEOGRID | | |
0440 629.05 60.000 HR | 35.00000 2100.00| 26.25000 1575.00| 30.00000 1800.00
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 30.000 HR | 110.00000 3300.00| 88.50000 2655.00| 90.00000 2700.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.132 30.000 HR | 90.00000 2700.00| 74.00000 2220.00| 60.00000 1800.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0470 631.14 10.000 HR | 130.00000 1300.00| 70.00000 700.00| 150.00000 1500.00
GRADER (INCLUDING OPERATOR) | | |
0480 631.15 30.000 HR | 70.00000 2100.00| 50.00000 1500.00| 60.00000 1800.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0490 631.171 30.000 HR | 55.00000 1650.00| 45.00000 1350.00| 50.00000 1500.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0500 639.19 1.000 EA | 8000.00000 8000.00| 7750.00000 7750.00| 5000.00000 5000.00
FIELD OFFICE TYPE B | | |
0510 652.38 30.000 HR | 18.00000 540.00| 15.00000 450.00| 13.00000 390.00
FLAGGER | | |
0520 652.39 LUMP| 17885.00000 17885.00| 18600.00000 18600.00| 2500.00000 2500.00
WORK ZONE TRAFFIC CONTROL | | |
0530 656.75 LUMP| 8500.00000 8500.00| 10675.00000 10675.00| 2500.00000 2500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0540 659.10 LUMP| 64608.50000 64608.50| 41270.00000 41270.00| 72000.00000 72000.00
MOBILIZATION | | |
SECTION TOTALS | $ 671,939.00| $ 677,501.64| $ 724,452.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 671,939.00| $ 677,501.64| $ 724,452.00
====================================================================================================================================