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LETTING DATE : 01/24/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : PITTSTON TABULATION OF BIDS
CONTRACT ID : 009081.00
=========
COMPLETION DATE : 08/18/01
PROJECT(S): STP-9081(00)X COUNTIE(S) : KENNEBEC MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : LEVEL 2 RESURFACING ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000094 HARRY C CROOKER & SONS, INC. $ 429,990.00 100.0000%
2 000059 PIKE INDUSTRIES, INC. $ 464,888.60 108.1161%
3 000403 PRATT & SONS INC. $ 466,712.53 108.5403%
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|( 1 ) 000094 |( 2 ) 000059 |( 3 ) 000403
|HARRY C CROOKER & SONS, INC |PIKE INDUSTRIES, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 340.000 M2 | 21.51000 7313.40| 25.00000 8500.00| 27.00000 9180.00
PAVEMENT BUTT JOINTS | | |
0020 203.202 750.000 M | 11.32000 8490.00| 6.00000 4500.00| 6.00000 4500.00
INSLOPE EXCAVATION | | |
0030 203.203 1100.000 M | 15.09000 16599.00| 10.50000 11550.00| 13.00000 14300.00
DITCH EXCAVATION | | |
0040 403.209 85.000 MG | 121.00000 10285.00| 90.00000 7650.00| 95.00000 8075.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0050 403.210 3400.000 MG | 37.68000 128112.00| 38.00000 129200.00| 41.30000 140420.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0060 403.211 2100.000 MG | 36.69000 77049.00| 38.00000 79800.00| 41.30000 86730.00
HOT MIX ASPHALT (SHIM) | | |
0070 409.15 1000.000 L | 1.53000 1530.00| 2.50000 2500.00| 2.70000 2700.00
BITUMINOUS TACK COAT APPLIED | | |
0080 411.10 20.000 M3 | 91.00000 1820.00| 65.00000 1300.00| 50.00000 1000.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0090 603.16 120.000 M | 98.40000 11808.00| 90.00000 10800.00| 70.00000 8400.00
375 MM CULVERT PIPE OPTION I | | |
0100 603.17 65.000 M | 114.80000 7462.00| 100.00000 6500.00| 73.00000 4745.00
450 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 01/24/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : PITTSTON TABULATION OF BIDS
CONTRACT ID : 009081.00
=========
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000059 |( 3 ) 000403
|HARRY C CROOKER & SONS, INC |PIKE INDUSTRIES, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 603.179 93.000 M | 262.40000 24403.20| 250.00000 23250.00| 200.00000 18600.00
450 MM CULVERT PIPE OPTION III | | |
0120 603.199 30.000 M | 328.00000 9840.00| 300.00000 9000.00| 317.00000 9510.00
600 MM CULVERT PIPE OPTION III | | |
0130 603.219 8.000 M | 328.00000 2624.00| 450.00000 3600.00| 490.00000 3920.00
900 MM CULVERT PIPE OPTION III | | |
0140 606.17 27.000 M | 34.10000 920.70| 35.00000 945.00| 37.00000 999.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0150 606.178 11.430 M | 16.00000 182.88| 20.00000 228.60| 17.50000 200.03
GUARDRAIL BEAM | | |
0160 606.22 38.000 M | 39.65000 1506.70| 40.00000 1520.00| 43.00000 1634.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0170 606.265 2.000 EA | 30.00000 60.00| 50.00000 100.00| 30.00000 60.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0180 606.35 25.000 EA | 30.00000 750.00| 40.00000 1000.00| 30.00000 750.00
GUARDRAIL DELINEATOR POST | | |
0190 606.47 40.000 EA | 30.00000 1200.00| 40.00000 1600.00| 30.00000 1200.00
SINGLE WOOD POST | | |
0200 606.48 10.000 EA | 30.00000 300.00| 40.00000 400.00| 30.00000 300.00
SINGLE GALVANIZED STEEL POST | | |
0210 606.752 4.000 EA | 1400.00000 5600.00| 1100.00000 4400.00| 1000.00000 4000.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0220 606.76 4.000 EA | 1100.00000 4400.00| 2000.00000 8000.00| 1250.00000 5000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0230 609.31 58.000 M | 49.20000 2853.60| 15.00000 870.00| 14.00000 812.00
CURB TYPE 3 | | |
0240 613.319 3300.000 M2 | 1.50000 4950.00| 2.00000 6600.00| 1.75000 5775.00
TEMPORARY EROSION CONTROL BLANKET | | |
0250 618.1401 175.000 UN | 12.75000 2231.25| 15.00000 2625.00| 14.00000 2450.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0260 619.1201 175.000 UN | 7.25000 1268.75| 12.00000 2100.00| 7.50000 1312.50
MULCH - PLAN QUANTITY | | |
0270 627.75 5.000 M2 | 86.00000 430.00| 90.00000 450.00| 95.00000 475.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0280 627.76 LUMP| 1430.00000 1430.00| 5500.00000 5500.00| 4500.00000 4500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0290 629.05 100.000 MH | 20.00000 2000.00| 25.00000 2500.00| 30.00000 3000.00
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 01/24/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : PITTSTON TABULATION OF BIDS
CONTRACT ID : 009081.00
=========
====================================================================================================================================
|( 1 ) 000094 |( 2 ) 000059 |( 3 ) 000403
|HARRY C CROOKER & SONS, INC |PIKE INDUSTRIES, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 631.12 20.000 HR | 85.00000 1700.00| 90.00000 1800.00| 114.00000 2280.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0310 631.14 20.000 HR | 75.00000 1500.00| 90.00000 1800.00| 113.00000 2260.00
GRADER (INCLUDING OPERATOR) | | |
0320 631.172 20.000 HR | 50.00000 1000.00| 45.00000 900.00| 45.00000 900.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0330 631.21 10.000 HR | 75.00000 750.00| 45.00000 450.00| 55.00000 550.00
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0340 631.22 20.000 HR | 90.00000 1800.00| 55.00000 1100.00| 85.00000 1700.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0350 631.32 20.000 HR | 150.00000 3000.00| 200.00000 4000.00| 150.00000 3000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0360 639.19 1.000 EA | 2000.00000 2000.00| 5000.00000 5000.00| 5000.00000 5000.00
FIELD OFFICE TYPE B | | |
0370 652.31 10.000 EA | 30.00000 300.00| 50.00000 500.00| 45.00000 450.00
TYPE I BARRICADE | | |
0380 652.311 15.000 EA | 40.00000 600.00| 70.00000 1050.00| 45.00000 675.00
TYPE II BARRICADE | | |
0390 652.33 20.000 EA | 50.00000 1000.00| 55.00000 1100.00| 55.00000 1100.00
DRUM | | |
0400 652.34 20.000 EA | 15.00000 300.00| 15.00000 300.00| 11.00000 220.00
CONE | | |
0410 652.35 40.000 M2 | 138.27000 5530.80| 65.00000 2600.00| 100.00000 4000.00
CONSTRUCTION SIGNS | | |
0420 652.36 55.000 CD | 55.00000 3025.00| 150.00000 8250.00| 125.00000 6875.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0430 652.38 1000.000 MH | 15.00000 15000.00| 14.00000 14000.00| 15.00000 15000.00
FLAGGER | | |
0440 656.75 LUMP| 4500.00000 4500.00| 15700.00000 15700.00| 20000.00000 20000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0450 659.10 LUMP| 43020.72000 43020.72| 61300.00000 61300.00| 47000.00000 47000.00
MOBILIZATION | | |
0460 603.209 23.000 M | 328.00000 7544.00| 350.00000 8050.00| 485.00000 11155.00
750 MM CULVERT PIPE OPTION III | | |
SECTION TOTALS | $ 429,990.00| $ 464,888.60| $ 466,712.53
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 429,990.00| $ 464,888.60| $ 466,712.53
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