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LETTING DATSTP-7760(00)X MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : DIXFIELD TABULATION OF BIDS
CARTHAGE
CANTON CONTRACT ID : 007650.00
=========
COMPLETION DATE : 08/11/00
PROJECT(S): NH-7650(00)E COUNTIE(S) : FRANKLIN MAINE STATE DEPTARTMENT OF TRANSPORTATION
OXFORD A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : LEVEL II RESURFACING ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000059 PIKE INDUSTRIES, INC. $ 1,163,903.80 100.0000%
2 000004 BLUE ROCK, INDUSTRIES $ 1,255,172.45 107.8416%
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|( 1 ) 000059 |( 2 ) 000004 |( )
|PIKE INDUSTRIES, INC. |BLUE ROCK, INDUSTRIES |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 107.27 LUMP| 32500.00000 32500.00| 27810.00000 27810.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.202 41756.000 M2 | 1.30000 54282.80| 1.00000 41756.00|
REMOVING PAVEMENT SURFACE | | |
0030 202.203 1240.000 M2 | 20.00000 24800.00| 4.90000 6076.00|
PAVEMENT BUTT JOINTS | | |
0040 203.202 3025.000 M | 6.40000 19360.00| 6.20000 18755.00|
INSLOPE EXCAVATION | | |
0050 203.203 1644.000 M | 11.80000 19399.20| 11.25000 18495.00|
DITCH EXCAVATION | | |
0060 204.20 24668.000 M2 | 3.00000 74004.00| 2.60000 64136.80|
ADD SHOULDER AGGREGATE TO EXISTING | | |
SHOULDER, PLAN QUANTITY | | |
0070 403.208 5575.000 MG | 37.50000 209062.50| 47.50000 264812.50|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0080 403.209 121.000 MG | 80.00000 9680.00| 96.00000 11616.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 5825.000 MG | 37.50000 218437.50| 47.00000 273775.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 3570.000 MG | 39.50000 141015.00| 54.00000 192780.00|
HOT MIX ASPHALT (SHIM) | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : DIXFIELD TABULATION OF BIDS
CARTHAGE
CANTON CONTRACT ID : 007650.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000004 |( )
|PIKE INDUSTRIES, INC. |BLUE ROCK, INDUSTRIES |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15 17340.000 L | 0.80000 13872.00| 1.25000 21675.00|
BITUMINOUS TACK COAT APPLIED | | |
0120 411.10 95.000 M3 | 70.00000 6650.00| 67.00000 6365.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0130 603.19 10.000 M | 110.00000 1100.00| 110.00000 1100.00|
600 MM CULVERT PIPE OPTION I | | |
0140 606.17 1333.500 M | 30.00000 40005.00| 30.50000 40671.75|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0150 606.178 38.000 M | 15.00000 570.00| 13.50000 513.00|
GUARDRAIL BEAM | | |
0160 606.21 76.200 M | 36.00000 2743.20| 37.00000 2819.40|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0170 606.22 41.900 M | 36.00000 1508.40| 37.00000 1550.30|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0180 606.265 17.000 EA | 40.00000 680.00| 42.00000 714.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0190 606.35 29.000 EA | 25.00000 725.00| 26.00000 754.00|
GUARDRAIL DELINEATOR POST | | |
0200 606.351 22.000 EA | 10.00000 220.00| 11.00000 242.00|
REMOVE AND RESET GUARDRAIL DELINEATOR | | |
POSTS | | |
0210 606.367 10.000 EA | 30.00000 300.00| 31.00000 310.00|
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0220 606.369 231.200 M | 3.50000 809.20| 3.50000 809.20|
GUARDRAIL REMOVED AND STACKED | | |
0230 606.47 10.000 EA | 35.00000 350.00| 36.00000 360.00|
SINGLE WOOD POST | | |
0240 606.754 10.000 EA | 800.00000 8000.00| 721.00000 7210.00|
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0250 606.76 13.000 EA | 1500.00000 19500.00| 1500.00000 19500.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0260 606.79 10.000 EA | 2000.00000 20000.00| 2000.00000 20000.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0270 609.31 1165.000 M | 21.25000 24756.25| 23.00000 26795.00|
CURB TYPE 3 | | |
0280 610.08 35.000 M3 | 120.00000 4200.00| 124.00000 4340.00|
PLAIN RIPRAP | | |
0290 610.18 90.000 M3 | 85.00000 7650.00| 88.00000 7920.00|
STONE DITCH PROTECTION | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : DIXFIELD TABULATION OF BIDS
CARTHAGE
CANTON CONTRACT ID : 007650.00
=========
====================================================================================================================================
|( 1 ) 000059 |( 2 ) 000004 |( )
|PIKE INDUSTRIES, INC. |BLUE ROCK, INDUSTRIES |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 613.319 3075.000 M2 | 2.50000 7687.50| 2.50000 7687.50|
TEMPORARY EROSION CONTROL BLANKET | | |
0310 615.07 50.000 M3 | 70.00000 3500.00| 73.00000 3650.00|
LOAM | | |
0320 618.1401 280.000 UN | 16.00000 4480.00| 14.50000 4060.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0330 619.1201 280.000 UN | 9.00000 2520.00| 6.20000 1736.00|
MULCH - PLAN QUANTITY | | |
0340 620.58 535.000 M2 | 2.75000 1471.25| 2.80000 1498.00|
EROSION CONTROL GEOTEXTILE | | |
0350 627.76 LUMP| 7500.00000 7500.00| 2500.00000 2500.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0360 629.05 90.000 MH | 25.00000 2250.00| 20.00000 1800.00|
HAND LABOR, STRAIGHT TIME | | |
0370 631.12 55.000 HR | 110.00000 6050.00| 103.00000 5665.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0380 631.13 10.000 HR | 70.00000 700.00| 62.00000 620.00|
BULLDOZER (INCLUDING OPERATOR) | | |
0390 631.172 110.000 HR | 45.00000 4950.00| 42.00000 4620.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0400 631.18 10.000 HR | 45.00000 450.00| 42.00000 420.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0410 639.19 1.000 EA | 5000.00000 5000.00| 4000.00000 4000.00|
FIELD OFFICE TYPE B | | |
0420 652.31 10.000 EA | 90.00000 900.00| 145.00000 1450.00|
TYPE I BARRICADE | | |
0430 652.33 40.000 EA | 55.00000 2200.00| 82.00000 3280.00|
DRUM | | |
0440 652.34 80.000 EA | 15.00000 1200.00| 12.00000 960.00|
CONE | | |
0450 652.35 105.000 M2 | 75.00000 7875.00| 121.00000 12705.00|
CONSTRUCTION SIGNS | | |
0460 652.36 98.000 CD | 100.00000 9800.00| 145.00000 14210.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0470 652.38 1910.000 MH | 14.00000 26740.00| 15.00000 28650.00|
FLAGGER | | |
0480 659.10 LUMP| 112450.00000 112450.00| 72000.00000 72000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,163,903.80| $ 1,255,172.45| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,163,903.80| $ 1,255,172.45| $
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