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LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 1
LOCATION : ALFRED TABULATION OF BIDS
BIDDEFORD
DAYTON CONTRACT ID : 009788.00 COMPLETION DATE : 06/01/02
HOLLIS =========
LYMAN
PROJECT(S): STP-9788(00)X COUNTIE(S) : YORK MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1065(700)X
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 RESURFACING NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000059 PIKE INDUSTRIES, INC. $ 974,944.98 100.0000%
2 000004 BLUE ROCK, INDUSTRIES $ 998,723.53 102.4390%
3 000119 DAYTON SAND & GRAVEL CO. INC. $ 1,087,013.78 111.4949%
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000004 |( 3 ) 000119
|PIKE INDUSTRIES, INC. |BLUE ROCK, INDUSTRIES |DAYTON SAND GRAVEL CO. 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 4.000 EA | 475.00000 1900.00| 475.00000 1900.00| 300.00000 1200.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 6.000 EA | 250.00000 1500.00| 250.00000 1500.00| 150.00000 900.00
REMOVING STUMP | | |
0030 202.203 960.000 M2 | 12.00000 11520.00| 12.75000 12240.00| 9.00000 8640.00
PAVEMENT BUTT JOINTS | | |
0040 203.202 19224.000 M | 5.25000 100926.00| 5.25000 100926.00| 3.50000 67284.00
INSLOPE EXCAVATION | | |
0050 203.203 3072.000 M | 6.50000 19968.00| 6.50000 19968.00| 7.25000 22272.00
DITCH EXCAVATION | | |
0060 204.41 662.000 M2 | 12.00000 7944.00| 12.00000 7944.00| 9.50000 6289.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0070 304.103 440.000 M3 | 22.88000 10067.20| 22.90000 10076.00| 16.00000 7040.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0080 307.32 1500.000 M2 | 2.00000 3000.00| 5.19000 7785.00| 4.25000 6375.00
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0090 403.207 300.000 MG | 34.50000 10350.00| 33.50000 10050.00| 37.50000 11250.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0100 403.209 100.000 MG | 80.00000 8000.00| 86.00000 8600.00| 120.00000 12000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 2
LOCATION : ALFRED TABULATION OF BIDS
BIDDEFORD
DAYTON CONTRACT ID : 009788.00
HOLLIS =========
LYMAN
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000004 |( 3 ) 000119
|PIKE INDUSTRIES, INC. |BLUE ROCK, INDUSTRIES |DAYTON SAND GRAVEL CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.210 8300.000 MG | 34.50000 286350.00| 35.15000 291745.00| 39.00000 323700.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0120 403.211 6830.000 MG | 34.50000 235635.00| 34.00000 232220.00| 37.50000 256125.00
HOT MIX ASPHALT (SHIM) | | |
0130 403.213 115.000 MG | 80.00000 9200.00| 86.00000 9890.00| 85.00000 9775.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0140 409.15 18750.000 L | 0.45000 8437.50| 0.54000 10125.00| 1.10000 20625.00
BITUMINOUS TACK COAT APPLIED | | |
0150 411.10 48.000 M3 | 40.00000 1920.00| 40.00000 1920.00| 45.00000 2160.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0160 603.16 13.000 M | 147.00000 1911.00| 147.00000 1911.00| 200.00000 2600.00
375 MM CULVERT PIPE OPTION I | | |
0170 603.169 38.000 M | 150.00000 5700.00| 150.00000 5700.00| 230.00000 8740.00
375 MM CULVERT PIPE OPTION III | | |
0180 603.2009 22.000 M | 213.00000 4686.00| 213.00000 4686.00| 242.00000 5324.00
675 MM CULVERT PIPE OPTION III | | |
0190 603.736 3.050 M | 250.00000 762.50| 250.00000 762.50| 1100.00000 3355.00
REMOVE AND RELAY 1500 MM METAL PIPE | | |
0200 606.17 120.000 M | 34.45000 4134.00| 34.45000 4134.00| 34.45000 4134.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0210 606.1721 4.000 EA | 850.00000 3400.00| 850.00000 3400.00| 850.00000 3400.00
BRIDGE TRANSITION - TYPE 1 | | |
0220 606.23 525.780 M | 34.60000 18191.99| 34.60000 18191.99| 34.60000 18191.99
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0230 606.231 38.100 M | 38.55000 1468.76| 38.55000 1468.76| 38.55000 1468.76
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0240 606.232 38.100 M | 38.55000 1468.76| 38.55000 1468.76| 38.55000 1468.76
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0250 606.35 51.000 EA | 30.00000 1530.00| 30.00000 1530.00| 30.00000 1530.00
GUARDRAIL DELINEATOR POST | | |
0260 606.36 133.350 M | 21.35000 2847.02| 21.35000 2847.02| 21.35000 2847.02
GUARDRAIL REMOVED AND RESET | | |
0270 606.47 6.000 EA | 32.00000 192.00| 32.00000 192.00| 32.00000 192.00
SINGLE WOOD POST | | |
0280 606.752 10.000 EA | 450.00000 4500.00| 450.00000 4500.00| 900.00000 9000.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0290 606.754 11.000 EA | 450.00000 4950.00| 450.00000 4950.00| 1100.00000 12100.00
WIDEN SHOULDER FOR 350 END TREATMENT | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 3
LOCATION : ALFRED TABULATION OF BIDS
BIDDEFORD
DAYTON CONTRACT ID : 009788.00
HOLLIS =========
LYMAN
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000004 |( 3 ) 000119
|PIKE INDUSTRIES, INC. |BLUE ROCK, INDUSTRIES |DAYTON SAND GRAVEL CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.76 10.000 EA | 1200.00000 12000.00| 1200.00000 12000.00| 1200.00000 12000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0310 606.79 14.000 EA | 1440.00000 20160.00| 1440.00000 20160.00| 1440.00000 20160.00
GUARDRAIL 350 FLARED TERMINAL | | |
0320 609.31 340.000 M | 18.75000 6375.00| 19.50000 6630.00| 20.00000 6800.00
CURB TYPE 3 | | |
0330 610.08 54.000 M3 | 60.00000 3240.00| 60.00000 3240.00| 45.00000 2430.00
PLAIN RIPRAP | | |
0340 610.18 10.000 M3 | 50.00000 500.00| 50.00000 500.00| 52.00000 520.00
STONE DITCH PROTECTION | | |
0350 618.1401 539.000 UN | 11.85000 6387.15| 11.85000 6387.15| 12.85000 6926.15
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0360 619.1201 1078.000 UN | 6.45000 6953.10| 6.45000 6953.10| 7.45000 8031.10
MULCH - PLAN QUANTITY | | |
0370 620.58 70.000 M2 | 5.00000 350.00| 5.00000 350.00| 2.00000 140.00
EROSION CONTROL GEOTEXTILE | | |
0380 627.75 24.000 M2 | 45.00000 1080.00| 45.00000 1080.00| 45.00000 1080.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0390 627.76 LUMP| 2000.00000 2000.00| 6000.00000 6000.00| 6000.00000 6000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0400 629.05 40.000 MH | 30.00000 1200.00| 30.00000 1200.00| 25.00000 1000.00
HAND LABOR, STRAIGHT TIME | | |
0410 631.12 70.000 HR | 90.00000 6300.00| 90.00000 6300.00| 110.00000 7700.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0420 631.14 32.000 HR | 75.00000 2400.00| 75.00000 2400.00| 110.00000 3520.00
GRADER (INCLUDING OPERATOR) | | |
0430 631.15 32.000 HR | 65.00000 2080.00| 65.00000 2080.00| 65.00000 2080.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0440 631.172 120.000 HR | 40.00000 4800.00| 40.00000 4800.00| 40.00000 4800.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0450 631.18 12.000 HR | 30.00000 360.00| 30.00000 360.00| 40.00000 480.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0460 631.21 6.000 HR | 50.00000 300.00| 50.00000 300.00| 80.00000 480.00
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0470 631.22 32.000 HR | 75.00000 2400.00| 75.00000 2400.00| 75.00000 2400.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
LETTING DATE : 01/30/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 4
LOCATION : ALFRED TABULATION OF BIDS
BIDDEFORD
DAYTON CONTRACT ID : 009788.00
HOLLIS =========
LYMAN
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000004 |( 3 ) 000119
|PIKE INDUSTRIES, INC. |BLUE ROCK, INDUSTRIES |DAYTON SAND GRAVEL CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 631.32 12.000 HR | 175.00000 2100.00| 150.00000 1800.00| 175.00000 2100.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0490 639.18 1.000 EA | 3000.00000 3000.00| 5932.50000 5932.50| 6500.00000 6500.00
FIELD OFFICE TYPE A | | |
0500 652.33 20.000 EA | 55.00000 1100.00| 12.50000 250.00| 54.00000 1080.00
DRUM | | |
0510 652.34 140.000 EA | 15.00000 2100.00| 5.65000 791.00| 20.00000 2800.00
CONE | | |
0520 652.35 100.000 M2 | 70.00000 7000.00| 54.60000 5460.00| 80.00000 8000.00
CONSTRUCTION SIGNS | | |
0530 652.36 79.000 CD | 100.00000 7900.00| 206.25000 16293.75| 250.00000 19750.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0540 652.38 2450.000 MH | 14.50000 35525.00| 16.50000 40425.00| 20.00000 49000.00
FLAGGER | | |
0550 656.75 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 18750.00000 18750.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0560 659.10 LUMP| 58875.00000 58875.00| 56000.00000 56000.00| 62500.00000 62500.00
MOBILIZATION | | |
SECTION TOTALS | $ 974,944.98| $ 998,723.53| $ 1,087,013.78
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 974,944.98| $ 998,723.53| $ 1,087,013.78
====================================================================================================================================