Skip Maine state header navigation
LETTING DATE : 04/28/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/28/04
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010207.00 COMPLETION DATE : 10/31/04
=========
PROJECT(S): STP-1020(700)X LOCATION(S): ALTON MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENT (CHIP) NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 LANE CONSTRUCTION CORP. (THE) $ 2,026,121.20 100.0000%
2 000304 LOU SILVER INC. $ 2,066,539.73 101.9949%
3 000010 THOMAS DICENZO, INC. $ 2,184,371.00 107.8105%
4 000014 FARRIN BROS. & SMITH, INC. $ 2,306,000.00 113.8135%
5 000649 SARGENT & SARGENT, INC. $ 2,361,227.00 116.5393%
6 000036 H E SARGENT, INC. $ 2,575,500.00 127.1148%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 000010
|LANE CONSTRUCTION CORP. (TH |LOU SILVER INC. |THOMAS DICENZO, 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 6.000 EA | 290.00000 1740.00| 490.00000 2940.00| 300.00000 1800.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 202.203 75.000 M2 | 12.00000 900.00| 12.00000 900.00| 25.00000 1875.00
PAVEMENT BUTT JOINTS | | |
0030 203.2001 11130.000 M3 | 9.32000 103731.60| 10.38000 115529.40| 11.00000 122430.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0040 211.21 4370.000 M | 7.00000 30590.00| 9.40000 41078.00| 10.00000 43700.00
INSLOPE REHABILITATION | | |
0050 211.30 2220.000 M | 7.75000 17205.00| 9.50000 21090.00| 11.00000 24420.00
DITCH EXCAVATION | | |
0060 211.40 970.000 M | 9.00000 8730.00| 12.70000 12319.00| 18.00000 17460.00
NEW DITCH EXCAVATION | | |
0070 304.104 16200.000 M3 | 16.00000 259200.00| 16.33000 264546.00| 13.00000 210600.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0080 310.23 62210.000 M2 | 7.35000 457243.50| 7.35000 457243.50| 7.85000 488348.50
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0090 403.209 460.000 MG | 95.00000 43700.00| 95.00000 43700.00| 100.00000 46000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 04/28/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/28/04
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010207.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 000010
|LANE CONSTRUCTION CORP. (TH |LOU SILVER INC. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.210 4630.000 MG | 43.90000 203257.00| 43.90000 203257.00| 45.00000 208350.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0110 403.213 6940.000 MG | 42.50000 294950.00| 42.50000 294950.00| 45.00000 312300.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0120 409.15 10120.000 L | 1.25000 12650.00| 1.25000 12650.00| 1.35000 13662.00
BITUMINOUS TACK COAT APPLIED | | |
0130 411.10 80.000 M3 | 60.00000 4800.00| 46.40000 3712.00| 35.00000 2800.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0140 603.16 220.000 M | 87.00000 19140.00| 83.77000 18429.40| 115.00000 25300.00
375 MM CULVERT PIPE OPTION I | | |
0150 603.179 43.000 M | 190.00000 8170.00| 213.92000 9198.56| 225.00000 9675.00
450 MM CULVERT PIPE OPTION III | | |
0160 603.19 21.200 M | 93.00000 1971.60| 106.75000 2263.10| 225.00000 4770.00
600 MM CULVERT PIPE OPTION I | | |
0170 603.199 18.000 M | 220.00000 3960.00| 216.52000 3897.36| 330.00000 5940.00
600 MM CULVERT PIPE OPTION III | | |
0180 603.289 6.200 M | 1600.00000 9920.00| 1892.66000 11734.49| 2000.00000 12400.00
2100 MM CULVERT PIPE OPTION III | | |
0190 603.7315 30.000 M | 87.00000 2610.00| 211.62000 6348.60| 115.00000 3450.00
REMOVE & RELAY 375 MM METAL PIPE | | |
0200 604.092 1.000 EA | 3000.00000 3000.00| 2275.00000 2275.00| 2400.00000 2400.00
CATCH BASIN TYPE B1-C | | |
0210 604.244 1.000 EA | 1500.00000 1500.00| 1110.00000 1110.00| 2400.00000 2400.00
CATCH BASIN TYPE F4 | | |
0220 605.09 900.000 M | 70.00000 63000.00| 74.25000 66825.00| 100.00000 90000.00
150 MM UNDERDRAIN TYPE B | | |
0230 606.23 1700.000 M | 32.00000 54400.00| 36.47000 61999.00| 38.00000 64600.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0240 606.231 16.000 M | 36.00000 576.00| 39.99000 639.84| 42.00000 672.00
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0250 606.232 77.000 M | 36.00000 2772.00| 39.99000 3079.23| 42.00000 3234.00
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0260 606.265 12.000 EA | 48.00000 576.00| 50.00000 600.00| 27.00000 324.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0270 606.35 57.000 EA | 23.00000 1311.00| 27.00000 1539.00| 26.00000 1482.00
GUARDRAIL DELINEATOR POST | | |
0280 606.364 100.000 M | 15.00000 1500.00| 17.22000 1722.00| 19.00000 1900.00
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
LETTING DATE : 04/28/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/28/04
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010207.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 000010
|LANE CONSTRUCTION CORP. (TH |LOU SILVER INC. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 606.47 20.000 EA | 30.00000 600.00| 35.00000 700.00| 21.00000 420.00
SINGLE WOOD POST | | |
0300 606.754 21.000 EA | 950.00000 19950.00| 810.00000 17010.00| 1000.00000 21000.00
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0310 606.79 21.000 EA | 1400.00000 29400.00| 1800.00000 37800.00| 1400.00000 29400.00
GUARDRAIL 350 FLARED TERMINAL | | |
0320 609.31 850.000 M | 20.00000 17000.00| 15.00000 12750.00| 18.00000 15300.00
CURB TYPE 3 | | |
0330 610.08 140.000 M3 | 60.00000 8400.00| 60.33000 8446.20| 75.00000 10500.00
PLAIN RIPRAP | | |
0340 613.319 6460.000 M2 | 2.00000 12920.00| 2.00000 12920.00| 2.50000 16150.00
EROSION CONTROL BLANKET | | |
0350 615.07 50.000 M3 | 33.00000 1650.00| 47.35000 2367.50| 50.00000 2500.00
LOAM | | |
0360 618.1301 5.000 UN | 37.00000 185.00| 37.00000 185.00| 40.00000 200.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0370 618.1401 470.000 UN | 11.45000 5381.50| 11.45000 5381.50| 12.00000 5640.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0380 619.1201 475.000 UN | 6.00000 2850.00| 5.99000 2845.25| 6.50000 3087.50
MULCH - PLAN QUANTITY | | |
0390 620.58 312.000 M2 | 3.00000 936.00| 4.40000 1372.80| 3.00000 936.00
EROSION CONTROL GEOTEXTILE | | |
0400 627.75 3.000 M2 | 25.00000 75.00| 269.00000 807.00| 300.00000 900.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0410 627.76 LUMP| 7600.00000 7600.00| 9500.00000 9500.00| 10000.00000 10000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0420 629.05 40.000 HR | 23.00000 920.00| 22.60000 904.00| 30.00000 1200.00
HAND LABOR, STRAIGHT TIME | | |
0430 631.10 10.000 HR | 45.00000 450.00| 38.50000 385.00| 25.00000 250.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0440 631.11 10.000 HR | 10.00000 100.00| 15.00000 150.00| 35.00000 350.00
AIR TOOL (INCLUDING OPERATOR) | | |
0450 631.12 40.000 HR | 110.00000 4400.00| 85.00000 3400.00| 95.00000 3800.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.172 80.000 HR | 45.00000 3600.00| 45.50000 3640.00| 45.00000 3600.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0470 631.18 30.000 HR | 30.00000 900.00| 25.00000 750.00| 35.00000 1050.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
LETTING DATE : 04/28/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/28/04
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010207.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 000010
|LANE CONSTRUCTION CORP. (TH |LOU SILVER INC. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 631.20 10.000 HR | 100.00000 1000.00| 130.00000 1300.00| 120.00000 1200.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0490 631.32 30.000 HR | 150.00000 4500.00| 150.00000 4500.00| 150.00000 4500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0500 639.19 1.000 EA | 10000.00000 10000.00| 5500.00000 5500.00| 8000.00000 8000.00
FIELD OFFICE TYPE B | | |
0510 652.38 4400.000 HR | 13.00000 57200.00| 13.00000 57200.00| 15.00000 66000.00
FLAGGER | | |
0520 652.39 LUMP| 42000.00000 42000.00| 40150.00000 40150.00| 45000.00000 45000.00
WORK ZONE TRAFFIC CONTROL | | |
0530 656.75 LUMP| 65000.00000 65000.00| 28000.00000 28000.00| 45000.00000 45000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0540 659.10 LUMP| 115000.00000 115000.00| 142000.00000 142000.00| 165095.00000 165095.00
MOBILIZATION | | |
0550 660.21 1000.000 HR | 1.00000 1000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,026,121.20| $ 2,066,539.73| $ 2,184,371.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,026,121.20| $ 2,066,539.73| $ 2,184,371.00
====================================================================================================================================
LETTING DATE : 04/28/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/28/04
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010207.00
=========
====================================================================================================================================
|( 4 ) 000014 |( 5 ) 000649 |( 6 ) 000036
|FARRIN BROS. & SMITH, INC. |SARGENT & SARGENT, INC. |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 201.23 6.000 EA | 600.00000 3600.00| 250.00000 1500.00| 1000.00000 6000.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 202.203 75.000 M2 | 12.00000 900.00| 12.00000 900.00| 12.00000 900.00
PAVEMENT BUTT JOINTS | | |
0030 203.2001 11130.000 M3 | 18.00000 200340.00| 14.00000 155820.00| 15.00000 166950.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0040 211.21 4370.000 M | 10.00000 43700.00| 8.00000 34960.00| 23.00000 100510.00
INSLOPE REHABILITATION | | |
0050 211.30 2220.000 M | 12.00000 26640.00| 10.00000 22200.00| 31.00000 68820.00
DITCH EXCAVATION | | |
0060 211.40 970.000 M | 20.00000 19400.00| 15.00000 14550.00| 46.00000 44620.00
NEW DITCH EXCAVATION | | |
0070 304.104 16200.000 M3 | 25.00000 405000.00| 21.00000 340200.00| 19.00000 307800.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0080 310.23 62210.000 M2 | 7.35000 457243.50| 7.00000 435470.00| 7.35000 457243.50
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0090 403.209 460.000 MG | 95.00000 43700.00| 97.00000 44620.00| 95.00000 43700.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0100 403.210 4630.000 MG | 43.90000 203257.00| 46.00000 212980.00| 43.90000 203257.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0110 403.213 6940.000 MG | 42.50000 294950.00| 44.00000 305360.00| 42.50000 294950.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0120 409.15 10120.000 L | 1.25000 12650.00| 1.50000 15180.00| 1.25000 12650.00
BITUMINOUS TACK COAT APPLIED | | |
0130 411.10 80.000 M3 | 60.00000 4800.00| 24.00000 1920.00| 15.00000 1200.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0140 603.16 220.000 M | 100.00000 22000.00| 100.00000 22000.00| 120.00000 26400.00
375 MM CULVERT PIPE OPTION I | | |
0150 603.179 43.000 M | 220.00000 9460.00| 140.00000 6020.00| 125.00000 5375.00
450 MM CULVERT PIPE OPTION III | | |
0160 603.19 21.200 M | 140.00000 2968.00| 140.00000 2968.00| 135.00000 2862.00
600 MM CULVERT PIPE OPTION I | | |
0170 603.199 18.000 M | 230.00000 4140.00| 150.00000 2700.00| 145.00000 2610.00
600 MM CULVERT PIPE OPTION III | | |
0180 603.289 6.200 M | 1700.00000 10540.00| 1000.00000 6200.00| 2500.00000 15500.00
2100 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 04/28/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/28/04
PAGE : 6
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010207.00
=========
====================================================================================================================================
|( 4 ) 000014 |( 5 ) 000649 |( 6 ) 000036
|FARRIN BROS. & SMITH, INC. |SARGENT & SARGENT, INC. |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.7315 30.000 M | 100.00000 3000.00| 100.00000 3000.00| 120.00000 3600.00
REMOVE & RELAY 375 MM METAL PIPE | | |
0200 604.092 1.000 EA | 2000.00000 2000.00| 2400.00000 2400.00| 2000.00000 2000.00
CATCH BASIN TYPE B1-C | | |
0210 604.244 1.000 EA | 1200.00000 1200.00| 1500.00000 1500.00| 1500.00000 1500.00
CATCH BASIN TYPE F4 | | |
0220 605.09 900.000 M | 80.00000 72000.00| 80.00000 72000.00| 70.00000 63000.00
150 MM UNDERDRAIN TYPE B | | |
0230 606.23 1700.000 M | 32.00000 54400.00| 36.00000 61200.00| 33.00000 56100.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0240 606.231 16.000 M | 36.00000 576.00| 40.00000 640.00| 36.00000 576.00
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0250 606.232 77.000 M | 36.00000 2772.00| 40.00000 3080.00| 36.00000 2772.00
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0260 606.265 12.000 EA | 48.00000 576.00| 52.00000 624.00| 50.00000 600.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0270 606.35 57.000 EA | 23.00000 1311.00| 27.00000 1539.00| 25.00000 1425.00
GUARDRAIL DELINEATOR POST | | |
0280 606.364 100.000 M | 15.00000 1500.00| 17.00000 1700.00| 16.40000 1640.00
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0290 606.47 20.000 EA | 30.00000 600.00| 35.00000 700.00| 47.00000 940.00
SINGLE WOOD POST | | |
0300 606.754 21.000 EA | 1200.00000 25200.00| 750.00000 15750.00| 580.00000 12180.00
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0310 606.79 21.000 EA | 1400.00000 29400.00| 1800.00000 37800.00| 1350.00000 28350.00
GUARDRAIL 350 FLARED TERMINAL | | |
0320 609.31 850.000 M | 18.00000 15300.00| 18.00000 15300.00| 15.00000 12750.00
CURB TYPE 3 | | |
0330 610.08 140.000 M3 | 75.00000 10500.00| 35.00000 4900.00| 46.00000 6440.00
PLAIN RIPRAP | | |
0340 613.319 6460.000 M2 | 1.75000 11305.00| 2.00000 12920.00| 1.30000 8398.00
EROSION CONTROL BLANKET | | |
0350 615.07 50.000 M3 | 40.00000 2000.00| 15.00000 750.00| 36.00000 1800.00
LOAM | | |
0360 618.1301 5.000 UN | 45.00000 225.00| 24.00000 120.00| 37.00000 185.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0370 618.1401 470.000 UN | 16.00000 7520.00| 14.00000 6580.00| 11.45000 5381.50
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
LETTING DATE : 04/28/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/28/04
PAGE : 7
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010207.00
=========
====================================================================================================================================
|( 4 ) 000014 |( 5 ) 000649 |( 6 ) 000036
|FARRIN BROS. & SMITH, INC. |SARGENT & SARGENT, INC. |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 619.1201 475.000 UN | 7.00000 3325.00| 7.00000 3325.00| 5.99000 2845.25
MULCH - PLAN QUANTITY | | |
0390 620.58 312.000 M2 | 4.00000 1248.00| 1.00000 312.00| 1.52000 474.24
EROSION CONTROL GEOTEXTILE | | |
0400 627.75 3.000 M2 | 269.00000 807.00| 43.00000 129.00| 269.00000 807.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0410 627.76 LUMP| 4000.00000 4000.00| 9000.00000 9000.00| 9500.00000 9500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0420 629.05 40.000 HR | 25.00000 1000.00| 24.00000 960.00| 25.00000 1000.00
HAND LABOR, STRAIGHT TIME | | |
0430 631.10 10.000 HR | 20.00000 200.00| 30.00000 300.00| 50.00000 500.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0440 631.11 10.000 HR | 20.00000 200.00| 30.00000 300.00| 50.00000 500.00
AIR TOOL (INCLUDING OPERATOR) | | |
0450 631.12 40.000 HR | 90.00000 3600.00| 95.00000 3800.00| 100.00000 4000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.172 80.000 HR | 45.00000 3600.00| 48.00000 3840.00| 100.00000 8000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0470 631.18 30.000 HR | 35.00000 1050.00| 32.00000 960.00| 55.00000 1650.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0480 631.20 10.000 HR | 50.00000 500.00| 90.00000 900.00| 90.00000 900.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0490 631.32 30.000 HR | 150.00000 4500.00| 125.00000 3750.00| 175.00000 5250.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0500 639.19 1.000 EA | 10000.00000 10000.00| 15000.00000 15000.00| 10500.00000 10500.00
FIELD OFFICE TYPE B | | |
0510 652.38 4400.000 HR | 16.00000 70400.00| 14.00000 61600.00| 13.25000 58300.00
FLAGGER | | |
0520 652.39 LUMP| 40000.00000 40000.00| 25000.00000 25000.00| 90000.00000 90000.00
WORK ZONE TRAFFIC CONTROL | | |
0530 656.75 LUMP| 25000.00000 25000.00| 125000.00000 125000.00| 142788.51000 142788.51
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0540 659.10 LUMP| 124896.50000 124896.50| 237000.00000 237000.00| 266500.00000 266500.00
MOBILIZATION | | |
0550 660.21 1000.000 HR | 5.00000 5000.00| 2.00000 2000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,306,000.00| $ 2,361,227.00| $ 2,575,500.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,306,000.00| $ 2,361,227.00| $ 2,575,500.00
====================================================================================================================================