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LETTING DATE : 04/03/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : RANDOLPH TABULATION OF BIDS
PITTSTON
CONTRACT ID : 007745.00 COMPLETION DATE : 08/20/02
=========
PROJECT(S): STP-7745(00)X COUNTIE(S) : KENNEBEC MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1063(400)X
STP-1063(500)X A TRUE COPY : __________________________
OTHERS
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 1 RESURFACING NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000059 PIKE INDUSTRIES, INC. $ 824,596.90 100.0000%
2 000403 PRATT & SONS INC. $ 850,212.09 103.1064%
3 000855 BRIDGECORP $ 895,040.50 108.5428%
4 000094 HARRY C CROOKER & SONS, INC. $ 1,049,214.59 127.2397%
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000403 |( 3 ) 000855
|PIKE INDUSTRIES, INC. |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 1.000 EA | 500.00000 500.00| 500.00000 500.00| 1200.00000 1200.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 3.000 EA | 500.00000 1500.00| 175.00000 525.00| 200.00000 600.00
REMOVING STUMP | | |
0030 202.202 10375.000 M2 | 1.50000 15562.50| 2.60000 26975.00| 2.35000 24381.25
REMOVING PAVEMENT SURFACE | | |
0040 202.203 1145.000 M2 | 18.00000 20610.00| 15.00000 17175.00| 10.00000 11450.00
PAVEMENT BUTT JOINTS | | |
0050 204.41 5061.000 M2 | 3.50000 17713.50| 5.60000 28341.60| 2.80000 14170.80
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0060 205.51 50.000 M2 | 20.00000 1000.00| 14.00000 700.00| 20.00000 1000.00
WIDENING OF EXISTING SHOULDER | | |
0070 304.103 505.000 M3 | 35.00000 17675.00| 38.00000 19190.00| 10.00000 5050.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0080 403.207 60.000 MG | 50.00000 3000.00| 105.00000 6300.00| 50.00000 3000.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.209 307.000 MG | 90.00000 27630.00| 105.00000 32235.00| 100.00000 30700.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0100 403.210 4800.000 MG | 38.00000 182400.00| 43.00000 206400.00| 38.00000 182400.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
LETTING DATE : 04/03/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : RANDOLPH TABULATION OF BIDS
PITTSTON
CONTRACT ID : 007745.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000403 |( 3 ) 000855
|PIKE INDUSTRIES, INC. |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.211 1660.000 MG | 38.00000 63080.00| 50.00000 83000.00| 38.00000 63080.00
HOT MIX ASPHALT (SHIM) | | |
0120 409.15 5250.000 L | 1.20000 6300.00| 1.50000 7875.00| 1.00000 5250.00
BITUMINOUS TACK COAT APPLIED | | |
0130 411.10 130.000 M3 | 45.00000 5850.00| 57.00000 7410.00| 70.00000 9100.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0140 509.19 6300.000 LS | 150000.00000 150000.00| 95000.00000 95000.00| 98000.00000 98000.00
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
ARCH | | |
0150 603.16 12.200 M | 90.00000 1098.00| 43.00000 524.60| 60.00000 732.00
375 MM CULVERT PIPE OPTION I | | |
0160 603.17 18.300 M | 110.00000 2013.00| 49.00000 896.70| 75.00000 1372.50
450 MM CULVERT PIPE OPTION I | | |
0170 603.179 25.000 M | 240.00000 6000.00| 280.00000 7000.00| 200.00000 5000.00
450 MM CULVERT PIPE OPTION III | | |
0180 603.199 5.000 M | 310.00000 1550.00| 470.00000 2350.00| 275.00000 1375.00
600 MM CULVERT PIPE OPTION III | | |
0190 603.209 19.500 M | 250.00000 4875.00| 255.00000 4972.50| 250.00000 4875.00
750 MM CULVERT PIPE OPTION III | | |
0200 603.73 21.000 M | 80.00000 1680.00| 107.00000 2247.00| 10.00000 210.00
REMOVE AND RELAY METAL PIPE | | |
0210 603.80 1.000 EA | 350.00000 350.00| 350.00000 350.00| 450.00000 450.00
600 MM INLET GRATE UNIT | | |
0220 604.166 4.000 EA | 1300.00000 5200.00| 1500.00000 6000.00| 950.00000 3800.00
REBUILDING MANHOLE | | |
0230 604.18 34.000 EA | 300.00000 10200.00| 350.00000 11900.00| 450.00000 15300.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0240 605.09 100.000 M | 60.00000 6000.00| 85.00000 8500.00| 100.00000 10000.00
150 MM UNDERDRAIN TYPE B | | |
0250 605.10 10.000 M | 65.00000 650.00| 65.00000 650.00| 65.00000 650.00
150 MM UNDERDRAIN OUTLET | | |
0260 606.17 38.100 M | 33.00000 1257.30| 33.00000 1257.30| 40.00000 1524.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0270 606.35 11.000 EA | 30.00000 330.00| 26.00000 286.00| 30.00000 330.00
GUARDRAIL DELINEATOR POST | | |
0280 606.47 25.000 EA | 30.00000 750.00| 26.00000 650.00| 30.00000 750.00
SINGLE WOOD POST | | |
0290 606.752 4.000 EA | 1000.00000 4000.00| 650.00000 2600.00| 1200.00000 4800.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
LETTING DATE : 04/03/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : RANDOLPH TABULATION OF BIDS
PITTSTON
CONTRACT ID : 007745.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000403 |( 3 ) 000855
|PIKE INDUSTRIES, INC. |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.76 4.000 EA | 1400.00000 5600.00| 1500.00000 6000.00| 1600.00000 6400.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0310 609.237 37.000 EA | 350.00000 12950.00| 280.00000 10360.00| 100.00000 3700.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0320 609.31 955.000 M | 14.00000 13370.00| 22.00000 21010.00| 15.00000 14325.00
CURB TYPE 3 | | |
0330 610.08 125.000 M3 | 70.00000 8750.00| 140.00000 17500.00| 95.00000 11875.00
PLAIN RIPRAP | | |
0340 610.18 70.000 M3 | 70.00000 4900.00| 52.00000 3640.00| 75.00000 5250.00
STONE DITCH PROTECTION | | |
0350 613.319 3510.000 M2 | 1.25000 4387.50| 1.70000 5967.00| 2.00000 7020.00
EROSION CONTROL BLANKET | | |
0360 618.1401 197.500 UN | 13.00000 2567.50| 13.20000 2607.00| 24.00000 4740.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0370 619.1201 197.500 UN | 7.00000 1382.50| 6.90000 1362.75| 12.00000 2370.00
MULCH - PLAN QUANTITY | | |
0380 620.58 660.000 M2 | 1.75000 1155.00| 2.10000 1386.00| 4.00000 2640.00
EROSION CONTROL GEOTEXTILE | | |
0390 627.711 7977.000 M | 0.30000 2393.10| 0.32000 2552.64| 0.35000 2791.95
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0400 627.75 12.000 M2 | 16.00000 192.00| 18.00000 216.00| 19.00000 228.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0410 627.76 LUMP| 3000.00000 3000.00| 3800.00000 3800.00| 3500.00000 3500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0420 629.05 60.000 MH | 25.00000 1500.00| 35.50000 2130.00| 20.00000 1200.00
HAND LABOR, STRAIGHT TIME | | |
0430 631.12 240.000 HR | 115.00000 27600.00| 111.00000 26640.00| 100.00000 24000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0440 631.172 430.000 HR | 50.00000 21500.00| 42.00000 18060.00| 50.00000 21500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0450 631.18 15.000 HR | 45.00000 675.00| 38.00000 570.00| 30.00000 450.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0460 631.32 40.000 HR | 200.00000 8000.00| 165.00000 6600.00| 100.00000 4000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0470 639.19 1.000 EA | 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00
FIELD OFFICE TYPE B | | |
0480 652.39 LUMP| 65000.00000 65000.00| 40000.00000 40000.00| 50000.00000 50000.00
WORK ZONE TRAFFIC CONTROL | | |
LETTING DATE : 04/03/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : RANDOLPH TABULATION OF BIDS
PITTSTON
CONTRACT ID : 007745.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000403 |( 3 ) 000855
|PIKE INDUSTRIES, INC. |PRATT & SONS INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 656.75 LUMP| 12250.00000 12250.00| 12000.00000 12000.00| 8500.00000 8500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0500 659.10 LUMP| 63650.00000 63650.00| 82000.00000 82000.00| 215000.00000 215000.00
MOBILIZATION | | |
SECTION TOTALS | $ 824,596.90| $ 850,212.09| $ 895,040.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 824,596.90| $ 850,212.09| $ 895,040.50
====================================================================================================================================
LETTING DATE : 04/03/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 5
LOCATION : RANDOLPH TABULATION OF BIDS
PITTSTON
CONTRACT ID : 007745.00
=========
====================================================================================================================================
|( 4 ) 000094 |( ) |( )
|HARRY C CROOKER & SONS, 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 1.000 EA | 500.00000 500.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 3.000 EA | 175.00000 525.00| |
REMOVING STUMP | | |
0030 202.202 10375.000 M2 | 1.67000 17326.25| |
REMOVING PAVEMENT SURFACE | | |
0040 202.203 1145.000 M2 | 27.32000 31281.40| |
PAVEMENT BUTT JOINTS | | |
0050 204.41 5061.000 M2 | 6.31000 31934.91| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0060 205.51 50.000 M2 | 14.40000 720.00| |
WIDENING OF EXISTING SHOULDER | | |
0070 304.103 505.000 M3 | 42.93000 21679.65| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0080 403.207 60.000 MG | 82.50000 4950.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.209 307.000 MG | 104.59000 32109.13| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0100 403.210 4800.000 MG | 49.50000 237600.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0110 403.211 1660.000 MG | 41.91000 69570.60| |
HOT MIX ASPHALT (SHIM) | | |
0120 409.15 5250.000 L | 1.30000 6825.00| |
BITUMINOUS TACK COAT APPLIED | | |
0130 411.10 130.000 M3 | 65.38000 8499.40| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0140 509.19 6300.000 LS | 109250.00000 109250.00| |
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
ARCH | | |
0150 603.16 12.200 M | 42.98000 524.36| |
375 MM CULVERT PIPE OPTION I | | |
0160 603.17 18.300 M | 49.18000 899.99| |
450 MM CULVERT PIPE OPTION I | | |
0170 603.179 25.000 M | 280.01000 7000.25| |
450 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 04/03/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 6
LOCATION : RANDOLPH TABULATION OF BIDS
PITTSTON
CONTRACT ID : 007745.00
=========
====================================================================================================================================
|( 4 ) 000094 |( ) |( )
|HARRY C CROOKER & SONS, INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 603.199 5.000 M | 472.32000 2361.60| |
600 MM CULVERT PIPE OPTION III | | |
0190 603.209 19.500 M | 255.02000 4972.89| |
750 MM CULVERT PIPE OPTION III | | |
0200 603.73 21.000 M | 106.98000 2246.58| |
REMOVE AND RELAY METAL PIPE | | |
0210 603.80 1.000 EA | 350.00000 350.00| |
600 MM INLET GRATE UNIT | | |
0220 604.166 4.000 EA | 1500.00000 6000.00| |
REBUILDING MANHOLE | | |
0230 604.18 34.000 EA | 400.00000 13600.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0240 605.09 100.000 M | 85.28000 8528.00| |
150 MM UNDERDRAIN TYPE B | | |
0250 605.10 10.000 M | 64.98000 649.80| |
150 MM UNDERDRAIN OUTLET | | |
0260 606.17 38.100 M | 32.61000 1242.44| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0270 606.35 11.000 EA | 25.00000 275.00| |
GUARDRAIL DELINEATOR POST | | |
0280 606.47 25.000 EA | 25.00000 625.00| |
SINGLE WOOD POST | | |
0290 606.752 4.000 EA | 650.00000 2600.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0300 606.76 4.000 EA | 1350.00000 5400.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0310 609.237 37.000 EA | 320.00000 11840.00| |
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0320 609.31 955.000 M | 18.50000 17667.50| |
CURB TYPE 3 | | |
0330 610.08 125.000 M3 | 140.00000 17500.00| |
PLAIN RIPRAP | | |
0340 610.18 70.000 M3 | 52.00000 3640.00| |
STONE DITCH PROTECTION | | |
0350 613.319 3510.000 M2 | 1.70000 5967.00| |
EROSION CONTROL BLANKET | | |
0360 618.1401 197.500 UN | 12.30000 2429.25| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0370 619.1201 197.500 UN | 6.25000 1234.38| |
MULCH - PLAN QUANTITY | | |
LETTING DATE : 04/03/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 7
LOCATION : RANDOLPH TABULATION OF BIDS
PITTSTON
CONTRACT ID : 007745.00
=========
====================================================================================================================================
|( 4 ) 000094 |( ) |( )
|HARRY C CROOKER & SONS, INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 620.58 660.000 M2 | 2.10000 1386.00| |
EROSION CONTROL GEOTEXTILE | | |
0390 627.711 7977.000 M | 0.33000 2632.41| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0400 627.75 12.000 M2 | 32.40000 388.80| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0410 627.76 LUMP| 6000.00000 6000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0420 629.05 60.000 MH | 35.50000 2130.00| |
HAND LABOR, STRAIGHT TIME | | |
0430 631.12 240.000 HR | 111.00000 26640.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0440 631.172 430.000 HR | 42.00000 18060.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0450 631.18 15.000 HR | 38.00000 570.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0460 631.32 40.000 HR | 165.00000 6600.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0470 639.19 1.000 EA | 3500.00000 3500.00| |
FIELD OFFICE TYPE B | | |
0480 652.39 LUMP| 144982.00000 144982.00| |
WORK ZONE TRAFFIC CONTROL | | |
0490 656.75 LUMP| 12000.00000 12000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0500 659.10 LUMP| 134000.00000 134000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 1,049,214.59| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,049,214.59| $ 0.00| $
====================================================================================================================================