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LETTING DATE : 04/16/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/16/03
PAGE : 1
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 009178.00 COMPLETION DATE : 09/27/03
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PROJECT(S): AC-STP-9178(00)X LOCATION(S): Livermore-Livermore Falls MAINE STATE DEPARTMENT OF TRANSPORTATION
NH-1070(900)E LIVERMORE - LIVERMORE FALLS
STP-A120(900)X Rt. 4 & 17 Guardrail A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : CHIP NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000403 PRATT & SONS INC. $ 2,299,126.96 100.0000%
2 000059 PIKE INDUSTRIES, INC. $ 2,524,145.60 109.7871%
3 000272 A & V CONSTRUCTION, CORP. $ 3,122,322.92 135.8047%
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|( 1 ) 000403 |( 2 ) 000059 |( 3 ) 000272
|PRATT & SONS INC. |PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.750 HA | 7000.00000 5250.00| 7000.00000 5250.00| 13700.00000 10275.00
CLEARING | | |
0020 201.23 15.000 EA | 450.00000 6750.00| 500.00000 7500.00| 1400.00000 21000.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 15.000 EA | 175.00000 2625.00| 200.00000 3000.00| 275.00000 4125.00
REMOVING STUMP | | |
0040 202.203 1950.000 M2 | 19.00000 37050.00| 18.50000 36075.00| 39.00000 76050.00
PAVEMENT BUTT JOINTS | | |
0050 203.20 5225.000 M3 | 17.50000 91437.50| 17.50000 91437.50| 20.00000 104500.00
COMMON EXCAVATION | | |
0060 203.21 3100.000 M3 | 25.00000 77500.00| 27.00000 83700.00| 30.00000 93000.00
ROCK EXCAVATION | | |
0070 204.41 10300.000 M2 | 5.00000 51500.00| 5.50000 56650.00| 7.50000 77250.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0080 206.07 350.000 M3 | 112.00000 39200.00| 125.00000 43750.00| 120.00000 42000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0090 211.21 2150.000 M | 8.20000 17630.00| 9.00000 19350.00| 17.00000 36550.00
INSLOPE REHABILITATION | | |
0100 211.30 1950.000 M | 10.00000 19500.00| 10.50000 20475.00| 21.00000 40950.00
DITCH EXCAVATION | | |
0110 211.40 825.000 M | 15.00000 12375.00| 15.75000 12993.75| 31.00000 25575.00
NEW DITCH EXCAVATION | | |
LETTING DATE : 04/16/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/16/03
PAGE : 2
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 009178.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000059 |( 3 ) 000272
|PRATT & SONS INC. |PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 211.41 175.000 M | 158.00000 27650.00| 175.00000 30625.00| 82.00000 14350.00
NEW DITCH EXCAVATION - LEDGE | | |
0130 304.103 500.000 M3 | 28.00000 14000.00| 32.00000 16000.00| 40.00000 20000.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0140 304.104 7450.000 M3 | 21.00000 156450.00| 24.00000 178800.00| 29.00000 216050.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0150 310.13 21050.000 M2 | 6.90000 145245.00| 6.50000 136825.00| 10.00000 210500.00
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
0160 403.209 680.000 MG | 85.00000 57800.00| 85.00000 57800.00| 93.00000 63240.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.210 7725.000 MG | 45.00000 347625.00| 45.00000 347625.00| 46.00000 355350.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0180 403.211 3500.000 MG | 45.00000 157500.00| 45.00000 157500.00| 47.00000 164500.00
HOT MIX ASPHALT (SHIM) | | |
0190 403.213 3500.000 MG | 40.00000 140000.00| 40.00000 140000.00| 45.00000 157500.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0200 409.15 16075.000 L | 2.00000 32150.00| 2.00000 32150.00| 1.20000 19290.00
BITUMINOUS TACK COAT APPLIED | | |
0210 411.10 250.000 M3 | 46.00000 11500.00| 47.50000 11875.00| 55.00000 13750.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0220 603.16 201.300 M | 51.00000 10266.30| 52.50000 10568.25| 98.00000 19727.40
375 MM CULVERT PIPE OPTION I | | |
0230 603.169 8.000 M | 310.00000 2480.00| 315.00000 2520.00| 190.00000 1520.00
375 MM CULVERT PIPE OPTION III | | |
0240 603.17 170.800 M | 65.00000 11102.00| 67.50000 11529.00| 120.00000 20496.00
450 MM CULVERT PIPE OPTION I | | |
0250 603.179 213.100 M | 140.00000 29834.00| 150.00000 31965.00| 230.00000 49013.00
450 MM CULVERT PIPE OPTION III | | |
0260 603.19 87.700 M | 92.00000 8068.40| 90.00000 7893.00| 150.00000 13155.00
600 MM CULVERT PIPE OPTION I | | |
0270 603.199 35.200 M | 245.00000 8624.00| 265.00000 9328.00| 430.00000 15136.00
600 MM CULVERT PIPE OPTION III | | |
0280 603.255 8.600 M | 1375.00000 11825.00| 1525.00000 13115.00| 1700.00000 14620.00
1500 MM RCP CLASS III | | |
0290 604.092 10.000 EA | 2100.00000 21000.00| 2300.00000 23000.00| 2500.00000 25000.00
CATCH BASIN TYPE B1-C | | |
0300 604.161 4.000 EA | 650.00000 2600.00| 685.00000 2740.00| 1300.00000 5200.00
ALTERING CATCH BASIN | | |
LETTING DATE : 04/16/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/16/03
PAGE : 3
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 009178.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000059 |( 3 ) 000272
|PRATT & SONS INC. |PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 604.167 19.000 EA | 140.00000 2660.00| 145.00000 2755.00| 730.00000 13870.00
ALTER CATCH BASIN GRATE TO CASCADE | | |
0320 604.18 1.000 EA | 450.00000 450.00| 475.00000 475.00| 800.00000 800.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0330 605.09 1220.000 M | 88.00000 107360.00| 92.50000 112850.00| 100.00000 122000.00
150 MM UNDERDRAIN TYPE B | | |
0340 605.10 20.000 M | 65.00000 1300.00| 70.00000 1400.00| 90.00000 1800.00
150 MM UNDERDRAIN OUTLET | | |
0350 605.12 95.000 M | 106.00000 10070.00| 120.00000 11400.00| 190.00000 18050.00
375 MM UNDERDRAIN TYPE C | | |
0360 605.13 55.000 M | 114.00000 6270.00| 125.00000 6875.00| 250.00000 13750.00
450 MM UNDERDRAIN TYPE C | | |
0370 605.15 65.000 M | 150.00000 9750.00| 162.50000 10562.50| 330.00000 21450.00
600 MM UNDERDRAIN TYPE C | | |
0380 606.17 480.000 M | 30.00000 14400.00| 30.00000 14400.00| 29.00000 13920.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0390 606.1721 2.000 EA | 1450.00000 2900.00| 1800.00000 3600.00| 1000.00000 2000.00
BRIDGE TRANSITION - TYPE 1 | | |
0400 606.21 15.240 M | 33.00000 502.92| 32.50000 495.30| 32.00000 487.68
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0410 606.22 15.240 M | 33.00000 502.92| 32.50000 495.30| 32.00000 487.68
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0420 606.23 1225.000 M | 28.00000 34300.00| 28.00000 34300.00| 27.00000 33075.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0430 606.231 46.000 M | 32.00000 1472.00| 31.00000 1426.00| 31.00000 1426.00
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0440 606.232 73.000 M | 32.00000 2336.00| 31.00000 2263.00| 31.00000 2263.00
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0450 606.265 20.000 EA | 53.00000 1060.00| 52.50000 1050.00| 50.00000 1000.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0460 606.35 80.000 EA | 26.00000 2080.00| 27.00000 2160.00| 25.00000 2000.00
GUARDRAIL DELINEATOR POST | | |
0470 606.65 121.920 M | 76.00000 9265.92| 75.00000 9144.00| 73.00000 8900.16
GUARDRAIL THRIE BEAM - SINGLE RAIL | | |
0480 606.70 2.000 EA | 220.00000 440.00| 210.00000 420.00| 200.00000 400.00
TRANSITION SECTION THRIE BEAM | | |
0490 606.752 12.000 EA | 750.00000 9000.00| 800.00000 9600.00| 2200.00000 26400.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
LETTING DATE : 04/16/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/16/03
PAGE : 4
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 009178.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000059 |( 3 ) 000272
|PRATT & SONS INC. |PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 606.754 10.000 EA | 650.00000 6500.00| 750.00000 7500.00| 2200.00000 22000.00
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0510 606.76 12.000 EA | 1500.00000 18000.00| 1500.00000 18000.00| 1400.00000 16800.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0520 606.79 10.000 EA | 1900.00000 19000.00| 1900.00000 19000.00| 1800.00000 18000.00
GUARDRAIL 350 FLARED TERMINAL | | |
0530 609.31 1800.000 M | 20.00000 36000.00| 18.00000 32400.00| 19.00000 34200.00
CURB TYPE 3 | | |
0540 610.08 200.000 M3 | 44.00000 8800.00| 46.00000 9200.00| 80.00000 16000.00
PLAIN RIPRAP | | |
0550 610.18 450.000 M3 | 44.00000 19800.00| 46.00000 20700.00| 60.00000 27000.00
STONE DITCH PROTECTION | | |
0560 613.319 11000.000 M2 | 1.75000 19250.00| 2.00000 22000.00| 6.10000 67100.00
EROSION CONTROL BLANKET | | |
0570 618.1401 700.000 UN | 14.00000 9800.00| 14.00000 9800.00| 13.00000 9100.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0580 619.1201 700.000 UN | 6.00000 4200.00| 7.00000 4900.00| 7.00000 4900.00
MULCH - PLAN QUANTITY | | |
0590 619.1401 250.000 M3 | 44.00000 11000.00| 45.00000 11250.00| 56.00000 14000.00
EROSION CONTROL MIX | | |
0600 620.58 1860.000 M2 | 2.00000 3720.00| 2.25000 4185.00| 6.10000 11346.00
EROSION CONTROL GEOTEXTILE | | |
0610 627.76 LUMP| 16000.00000 16000.00| 9500.00000 9500.00| 15000.00000 15000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0620 629.05 100.000 HR | 36.00000 3600.00| 40.00000 4000.00| 35.00000 3500.00
HAND LABOR, STRAIGHT TIME | | |
0630 631.12 125.000 HR | 100.00000 12500.00| 135.00000 16875.00| 120.00000 15000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0640 631.14 50.000 HR | 185.00000 9250.00| 195.00000 9750.00| 95.00000 4750.00
GRADER (INCLUDING OPERATOR) | | |
0650 631.172 350.000 HR | 46.00000 16100.00| 50.00000 17500.00| 55.00000 19250.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0660 631.18 25.000 HR | 38.00000 950.00| 45.00000 1125.00| 45.00000 1125.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0670 631.22 50.000 HR | 75.00000 3750.00| 85.00000 4250.00| 90.00000 4500.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0680 631.32 20.000 HR | 125.00000 2500.00| 275.00000 5500.00| 180.00000 3600.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0690 639.19 1.000 EA | 4700.00000 4700.00| 8500.00000 8500.00| 14000.00000 14000.00
FIELD OFFICE TYPE B | | |
LETTING DATE : 04/16/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/16/03
PAGE : 5
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 009178.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000059 |( 3 ) 000272
|PRATT & SONS INC. |PIKE INDUSTRIES, INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 652.38 6050.000 HR | 13.00000 78650.00| 15.00000 90750.00| 16.00000 96800.00
FLAGGER | | |
0710 652.39 LUMP| 34000.00000 34000.00| 89500.00000 89500.00| 50000.00000 50000.00
WORK ZONE TRAFFIC CONTROL | | |
0720 656.75 LUMP| 24400.00000 24400.00| 31500.00000 31500.00| 90600.00000 90600.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0730 659.10 LUMP| 164000.00000 164000.00| 248750.00000 248750.00| 350000.00000 350000.00
MOBILIZATION | | |
SECTION TOTALS | $ 2,299,126.96| $ 2,524,145.60| $ 3,122,322.92
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,299,126.96| $ 2,524,145.60| $ 3,122,322.92
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