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LETTING DATE : 07/26/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : KITTERY TABULATION OF BIDS
CONTRACT ID : 007572.00
=========
COMPLETION DATE : 05/15/01
PROJECT(S): STP-7572(00)X COUNTIE(S) : YORK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : A SUPERSTRUCTURE REPLACEMENT ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000164 C P M CONSTRUCTORS $ 331,524.00 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 374,316.00 112.9077%
3 001175 KEELEY CONSTRUCTION, CO., INC. $ 398,320.00 120.1482%
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|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 001175
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 1400.00000 1400.00| 6000.00000 6000.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.10 30.000 LS | 30000.00000 30000.00| 30000.00000 30000.00| 32000.00000 32000.00
REMOVING EXISTING SUPERSTRUCTURE | | |
(PROPERTY OF CONTRACTOR) | | |
0030 202.12 49.000 M3 | 130.00000 6370.00| 302.00000 14798.00| 300.00000 14700.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0040 202.203 80.000 M2 | 30.00000 2400.00| 27.00000 2160.00| 30.00000 2400.00
PAVEMENT BUTT JOINTS | | |
0050 203.20 215.000 M3 | 20.00000 4300.00| 12.00000 2580.00| 20.00000 4300.00
COMMON EXCAVATION | | |
0060 203.25 89.000 M3 | 60.00000 5340.00| 40.00000 3560.00| 20.00000 1780.00
GRANULAR BORROW | | |
0070 206.082 83.000 M3 | 20.00000 1660.00| 45.00000 3735.00| 25.00000 2075.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0080 304.10 370.000 M3 | 35.00000 12950.00| 22.00000 8140.00| 25.00000 9250.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.207 123.000 MG | 75.00000 9225.00| 78.00000 9594.00| 85.00000 10455.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0100 403.208 91.000 MG | 80.00000 7280.00| 83.00000 7553.00| 85.00000 7735.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
LETTING DATE : 07/26/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : KITTERY TABULATION OF BIDS
CONTRACT ID : 007572.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 001175
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.209 8.000 MG | 170.00000 1360.00| 185.00000 1480.00| 125.00000 1000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0120 403.210 24.000 MG | 80.00000 1920.00| 83.00000 1992.00| 85.00000 2040.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0130 403.211 10.000 MG | 80.00000 800.00| 83.00000 830.00| 100.00000 1000.00
HOT MIX ASPHALT (SHIM) | | |
0140 409.15 40.000 L | 1.50000 60.00| 2.00000 80.00| 5.00000 200.00
BITUMINOUS TACK COAT APPLIED | | |
0150 502.21 30.000 M3 | 650.00000 19500.00| 625.00000 18750.00| 750.00000 22500.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0160 502.25 89.000 LS | 80000.00000 80000.00| 100000.00000 100000.00| 110000.00000 110000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0170 502.31 18.000 LS | 6000.00000 6000.00| 7700.00000 7700.00| 6000.00000 6000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0180 502.49 8.000 LS | 7500.00000 7500.00| 8000.00000 8000.00| 5000.00000 5000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0190 503.12 9150.000 KG | 1.00000 9150.00| 1.00000 9150.00| 1.00000 9150.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0200 503.13 9150.000 KG | 1.00000 9150.00| 0.50000 4575.00| 1.00000 9150.00
REINFORCING STEEL, PLACING | | |
0210 507.0846 14.000 LS | 5000.00000 5000.00| 6000.00000 6000.00| 3500.00000 3500.00
BARRIER-MOUNTED STEEL BRIDGE RAILING: | | |
1-BAR | | |
0220 507.0848 15.000 LS | 6800.00000 6800.00| 7100.00000 7100.00| 5000.00000 5000.00
BARRIER MOUNTED STEEL BRIDGE RAIL 2 BAR | | |
0230 508.13 117.000 LS | 2285.00000 2285.00| 1500.00000 1500.00| 2000.00000 2000.00
MEMBRANE WATERPROOFING | | |
0240 514.06 1.000 EA | 750.00000 750.00| 700.00000 700.00| 1200.00000 1200.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0250 515.21 109.000 LS | 300.00000 300.00| 1200.00000 1200.00| 2000.00000 2000.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0260 526.321 29.000 LS | 7000.00000 7000.00| 12000.00000 12000.00| 12000.00000 12000.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
0270 601.22 110.000 M3 | 150.00000 16500.00| 160.00000 17600.00| 175.00000 19250.00
GABIONS, PVC COATED | | |
0280 604.167 2.000 EA | 100.00000 200.00| 400.00000 800.00| 1200.00000 2400.00
ALTER CATCH BASIN GRATE TO CASCADE | | |
0290 606.1721 4.000 EA | 1100.00000 4400.00| 1200.00000 4800.00| 1500.00000 6000.00
BRIDGE TRANSITION - TYPE 1 | | |
LETTING DATE : 07/26/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : KITTERY TABULATION OF BIDS
CONTRACT ID : 007572.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 001175
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.178 16.000 M | 20.00000 320.00| 22.00000 352.00| 50.00000 800.00
GUARDRAIL BEAM | | |
0310 606.265 1.000 EA | 50.00000 50.00| 55.00000 55.00| 70.00000 70.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0320 606.35 2.000 EA | 40.00000 80.00| 43.00000 86.00| 35.00000 70.00
GUARDRAIL DELINEATOR POST | | |
0330 606.36 105.000 M | 30.00000 3150.00| 32.00000 3360.00| 30.00000 3150.00
GUARDRAIL REMOVED AND RESET | | |
0340 606.367 10.000 EA | 50.00000 500.00| 55.00000 550.00| 70.00000 700.00
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0350 606.47 1.000 EA | 40.00000 40.00| 50.00000 50.00| 35.00000 35.00
SINGLE WOOD POST | | |
0360 606.55 8.000 M | 53.00000 424.00| 60.00000 480.00| 35.00000 280.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0370 606.59 8.000 M | 55.00000 440.00| 60.00000 480.00| 40.00000 320.00
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0380 608.08 105.000 M2 | 40.00000 4200.00| 45.00000 4725.00| 40.00000 4200.00
REINFORCED CONCRETE SIDEWALK | | |
0390 609.11 15.000 M | 120.00000 1800.00| 80.00000 1200.00| 90.00000 1350.00
VERTICAL CURB TYPE 1 | | |
0400 609.23 1.000 EA | 230.00000 230.00| 300.00000 300.00| 120.00000 120.00
TERMINAL CURB TYPE 1 | | |
0410 609.38 165.000 M | 50.00000 8250.00| 43.00000 7095.00| 60.00000 9900.00
RESET CURB TYPE 1 | | |
0420 615.07 20.000 M3 | 42.00000 840.00| 35.00000 700.00| 30.00000 600.00
LOAM | | |
0430 617.381 5.000 M3 | 100.00000 500.00| 80.00000 400.00| 40.00000 200.00
WOOD WASTE EROSION CONTROL MIX | | |
0440 618.1301 4.000 UN | 200.00000 800.00| 215.00000 860.00| 40.00000 160.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0450 619.1201 4.000 UN | 150.00000 600.00| 165.00000 660.00| 30.00000 120.00
MULCH - PLAN QUANTITY | | |
0460 620.58 210.000 M2 | 3.00000 630.00| 2.50000 525.00| 5.00000 1050.00
EROSION CONTROL GEOTEXTILE | | |
0470 627.73 230.000 M | 5.00000 1150.00| 5.50000 1265.00| 3.00000 690.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0480 629.05 16.000 MH | 25.00000 400.00| 22.00000 352.00| 25.00000 400.00
HAND LABOR, STRAIGHT TIME | | |
0490 631.12 16.000 HR | 85.00000 1360.00| 85.00000 1360.00| 85.00000 1360.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 07/26/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : KITTERY TABULATION OF BIDS
CONTRACT ID : 007572.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 001175
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.14 16.000 HR | 100.00000 1600.00| 75.00000 1200.00| 65.00000 1040.00
GRADER (INCLUDING OPERATOR) | | |
0510 631.15 16.000 HR | 50.00000 800.00| 45.00000 720.00| 65.00000 1040.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0520 631.172 32.000 HR | 40.00000 1280.00| 36.00000 1152.00| 45.00000 1440.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0530 631.36 16.000 MH | 30.00000 480.00| 32.00000 512.00| 40.00000 640.00
FOREMAN | | |
0540 639.18 1.000 EA | 5000.00000 5000.00| 2500.00000 2500.00| 4500.00000 4500.00
FIELD OFFICE TYPE A | | |
0550 652.39 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 20000.00000 20000.00
WORK ZONE TRAFFIC CONTROL | | |
0560 659.10 LUMP| 32000.00000 32000.00| 36000.00000 36000.00| 35000.00000 35000.00
MOBILIZATION | | |
SECTION TOTALS | $ 331,524.00| $ 374,316.00| $ 398,320.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 331,524.00| $ 374,316.00| $ 398,320.00
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