Skip Maine state header navigation
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010080.00 COMPLETION DATE : 03/30/03
=========
PROJECT(S): STP-A008(800)X LOCATION(S): Clifton 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 000118 STETSON & WATSON, J. V. $ 195,706.00 100.0000%
2 000304 LOU SILVER INC. $ 207,187.00 105.8665%
3 000010 THOMAS DICENZO, INC. $ 235,177.50 120.1688%
4 000164 C P M CONSTRUCTORS $ 242,445.00 123.8823%
5 000491 MOOSEHORN LAND CO. D/B/A/ PEASLEY & OHALLORAN CONST. $ 269,565.00 137.7398%
6 000649 SARGENT & SARGENT, INC. $ 272,281.00 139.1276%
====================================================================================================================================
|( 1 ) 000118 |( 2 ) 000304 |( 3 ) 000010
|STETSON & WATSON, J. V. |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 BRIDGE ITEMS
| | |
0010 203.20 350.000 M3 | 8.00000 2800.00| 11.75000 4112.50| 12.00000 4200.00
COMMON EXCAVATION | | |
0020 203.24 20.000 M3 | 15.00000 300.00| 15.00000 300.00| 15.00000 300.00
COMMON BORROW | | |
0030 203.25 320.000 M3 | 15.00000 4800.00| 20.00000 6400.00| 23.00000 7360.00
GRANULAR BORROW | | |
0040 204.41 50.000 M2 | 15.00000 750.00| 15.00000 750.00| 15.00000 750.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0050 206.061 55.000 M3 | 20.00000 1100.00| 21.40000 1177.00| 25.00000 1375.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 304.10 300.000 M3 | 18.00000 5400.00| 22.00000 6600.00| 20.00000 6000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 110.000 MG | 55.00000 6050.00| 55.00000 6050.00| 58.00000 6380.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0080 403.213 250.000 MG | 55.00000 13750.00| 55.00000 13750.00| 58.00000 14500.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 140.000 L | 3.50000 490.00| 3.50000 490.00| 3.75000 525.00
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010080.00
=========
====================================================================================================================================
|( 1 ) 000118 |( 2 ) 000304 |( 3 ) 000010
|STETSON & WATSON, J. V. |LOU SILVER INC. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 509.43 1.000 LS | 75000.00000 75000.00| 64265.00000 64265.00| 60000.00000 60000.00
METAL STRUCTURAL PLATE BOX CULVERT | | |
0110 510.10 LUMP| 20000.00000 20000.00| 19830.00000 19830.00| 45000.00000 45000.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0120 511.07 LUMP| 5000.00000 5000.00| 1700.00000 1700.00| 5000.00000 5000.00
COFFERDAM: DOWNSTREAM | | |
0130 511.07 LUMP| 5000.00000 5000.00| 4980.00000 4980.00| 1000.00000 1000.00
COFFERDAM: UPSTREAM | | |
0140 526.301 20.000 LS | 1000.00000 1000.00| 5000.00000 5000.00| 2500.00000 2500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0150 606.265 1.000 EA | 25.00000 25.00| 25.00000 25.00| 63.00000 63.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0160 606.35 6.000 EA | 25.00000 150.00| 25.00000 150.00| 37.00000 222.00
GUARDRAIL DELINEATOR POST | | |
0170 606.55 122.000 M | 45.00000 5490.00| 45.00000 5490.00| 58.00000 7076.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0180 606.60 7.500 M | 40.00000 300.00| 40.00000 300.00| 63.00000 472.50
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0190 606.76 3.000 EA | 1400.00000 4200.00| 1400.00000 4200.00| 1700.00000 5100.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0200 610.08 90.000 M3 | 40.00000 3600.00| 50.00000 4500.00| 60.00000 5400.00
PLAIN RIPRAP | | |
0210 613.319 23.000 M2 | 2.00000 46.00| 5.20000 119.60| 5.00000 115.00
EROSION CONTROL BLANKET | | |
0220 615.07 20.000 M3 | 25.00000 500.00| 45.00000 900.00| 40.00000 800.00
LOAM | | |
0230 618.1411 7.000 UN | 50.00000 350.00| 90.40000 632.80| 100.00000 700.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0240 619.1201 7.000 UN | 50.00000 350.00| 90.40000 632.80| 50.00000 350.00
MULCH - PLAN QUANTITY | | |
0250 620.54 120.000 M2 | 3.00000 360.00| 3.80000 456.00| 4.00000 480.00
STABILIZATION GEOTEXTILE | | |
0260 620.58 40.000 M2 | 2.00000 80.00| 3.50000 140.00| 4.00000 160.00
EROSION CONTROL GEOTEXTILE | | |
0270 627.711 270.000 M | 3.50000 945.00| 3.49000 942.30| 3.70000 999.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0280 629.05 10.000 HR | 35.00000 350.00| 29.90000 299.00| 22.00000 220.00
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010080.00
=========
====================================================================================================================================
|( 1 ) 000118 |( 2 ) 000304 |( 3 ) 000010
|STETSON & WATSON, J. V. |LOU SILVER INC. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 631.12 10.000 HR | 90.00000 900.00| 88.75000 887.50| 85.00000 850.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0300 631.14 10.000 HR | 85.00000 850.00| 93.45000 934.50| 85.00000 850.00
GRADER (INCLUDING OPERATOR) | | |
0310 631.15 10.000 HR | 65.00000 650.00| 62.80000 628.00| 85.00000 850.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0320 631.171 10.000 HR | 55.00000 550.00| 50.00000 500.00| 38.00000 380.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0330 637.071 LUMP| 500.00000 500.00| 500.00000 500.00| 2000.00000 2000.00
DUST CONTROL | | |
0340 639.19 1.000 EA | 2000.00000 2000.00| 3000.00000 3000.00| 5000.00000 5000.00
FIELD OFFICE TYPE B | | |
0350 643.72 LUMP| 7000.00000 7000.00| 13520.00000 13520.00| 7500.00000 7500.00
TEMPORARY TRAFFIC SIGNAL | | |
0360 652.39 LUMP| 5000.00000 5000.00| 9480.00000 9480.00| 10000.00000 10000.00
WORK ZONE TRAFFIC CONTROL | | |
0370 656.75 LUMP| 500.00000 500.00| 2445.00000 2445.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0380 659.10 LUMP| 19570.00000 19570.00| 21100.00000 21100.00| 25700.00000 25700.00
MOBILIZATION | | |
SECTION TOTALS | $ 195,706.00| $ 207,187.00| $ 235,177.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 195,706.00| $ 207,187.00| $ 235,177.50
====================================================================================================================================
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010080.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000491 |( 6 ) 000649
|C P M CONSTRUCTORS |PEASLEY & O'HALLORAN CONST. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 203.20 350.000 M3 | 20.00000 7000.00| 12.00000 4200.00| 12.00000 4200.00
COMMON EXCAVATION | | |
0020 203.24 20.000 M3 | 30.00000 600.00| 20.00000 400.00| 10.00000 200.00
COMMON BORROW | | |
0030 203.25 320.000 M3 | 30.00000 9600.00| 25.00000 8000.00| 16.00000 5120.00
GRANULAR BORROW | | |
0040 204.41 50.000 M2 | 40.00000 2000.00| 8.00000 400.00| 16.00000 800.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0050 206.061 55.000 M3 | 50.00000 2750.00| 30.00000 1650.00| 24.00000 1320.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 304.10 300.000 M3 | 25.00000 7500.00| 22.00000 6600.00| 20.00000 6000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 110.000 MG | 55.00000 6050.00| 65.00000 7150.00| 55.00000 6050.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0080 403.213 250.000 MG | 55.00000 13750.00| 65.00000 16250.00| 55.00000 13750.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 409.15 140.000 L | 3.50000 490.00| 5.00000 700.00| 3.50000 490.00
BITUMINOUS TACK COAT APPLIED | | |
0100 509.43 1.000 LS | 70000.00000 70000.00| 97200.00000 97200.00| 100000.00000 100000.00
METAL STRUCTURAL PLATE BOX CULVERT | | |
0110 510.10 LUMP| 45000.00000 45000.00| 28000.00000 28000.00| 25000.00000 25000.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0120 511.07 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 10000.00000 10000.00
COFFERDAM: DOWNSTREAM | | |
0130 511.07 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 10000.00000 10000.00
COFFERDAM: UPSTREAM | | |
0140 526.301 20.000 LS | 3000.00000 3000.00| 2500.00000 2500.00| 5000.00000 5000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0150 606.265 1.000 EA | 25.00000 25.00| 70.00000 70.00| 25.00000 25.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0160 606.35 6.000 EA | 25.00000 150.00| 45.00000 270.00| 25.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0170 606.55 122.000 M | 45.00000 5490.00| 64.00000 7808.00| 45.00000 5490.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010080.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000491 |( 6 ) 000649
|C P M CONSTRUCTORS |PEASLEY & O'HALLORAN CONST. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 606.60 7.500 M | 40.00000 300.00| 70.00000 525.00| 40.00000 300.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0190 606.76 3.000 EA | 1400.00000 4200.00| 2000.00000 6000.00| 1400.00000 4200.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0200 610.08 90.000 M3 | 40.00000 3600.00| 55.00000 4950.00| 50.00000 4500.00
PLAIN RIPRAP | | |
0210 613.319 23.000 M2 | 5.00000 115.00| 4.00000 92.00| 2.00000 46.00
EROSION CONTROL BLANKET | | |
0220 615.07 20.000 M3 | 50.00000 1000.00| 35.00000 700.00| 20.00000 400.00
LOAM | | |
0230 618.1411 7.000 UN | 50.00000 350.00| 100.00000 700.00| 25.00000 175.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0240 619.1201 7.000 UN | 20.00000 140.00| 100.00000 700.00| 50.00000 350.00
MULCH - PLAN QUANTITY | | |
0250 620.54 120.000 M2 | 3.00000 360.00| 6.00000 720.00| 1.00000 120.00
STABILIZATION GEOTEXTILE | | |
0260 620.58 40.000 M2 | 2.00000 80.00| 5.00000 200.00| 1.00000 40.00
EROSION CONTROL GEOTEXTILE | | |
0270 627.711 270.000 M | 3.50000 945.00| 6.00000 1620.00| 3.50000 945.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0280 629.05 10.000 HR | 25.00000 250.00| 26.00000 260.00| 24.00000 240.00
HAND LABOR, STRAIGHT TIME | | |
0290 631.12 10.000 HR | 80.00000 800.00| 100.00000 1000.00| 100.00000 1000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0300 631.14 10.000 HR | 100.00000 1000.00| 85.00000 850.00| 100.00000 1000.00
GRADER (INCLUDING OPERATOR) | | |
0310 631.15 10.000 HR | 45.00000 450.00| 60.00000 600.00| 75.00000 750.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0320 631.171 10.000 HR | 45.00000 450.00| 45.00000 450.00| 48.00000 480.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0330 637.071 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 5000.00000 5000.00
DUST CONTROL | | |
0340 639.19 1.000 EA | 3000.00000 3000.00| 4000.00000 4000.00| 1500.00000 1500.00
FIELD OFFICE TYPE B | | |
0350 643.72 LUMP| 7000.00000 7000.00| 24000.00000 24000.00| 15000.00000 15000.00
TEMPORARY TRAFFIC SIGNAL | | |
0360 652.39 LUMP| 7000.00000 7000.00| 14000.00000 14000.00| 7500.00000 7500.00
WORK ZONE TRAFFIC CONTROL | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 6
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010080.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 000491 |( 6 ) 000649
|C P M CONSTRUCTORS |PEASLEY & O'HALLORAN CONST. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 656.75 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 7500.00000 7500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0380 659.10 LUMP| 24000.00000 24000.00| 11500.00000 11500.00| 27640.00000 27640.00
MOBILIZATION | | |
SECTION TOTALS | $ 242,445.00| $ 269,565.00| $ 272,281.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 242,445.00| $ 269,565.00| $ 272,281.00
====================================================================================================================================
|