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LETTING DATE : 05/15/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : JEFFERSON TABULATION OF BIDS
CONTRACT ID : 010646.00 COMPLETION DATE : 06/29/02
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PROJECT(S): STP-1064(600)X COUNTIE(S) : LINCOLN MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 1 RESURFACING NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000050 MARRINERS, INC. $ 215,383.20 100.0000%
2 000403 PRATT & SONS INC. $ 223,369.90 103.7081%
3 000022 THE LANE CONSTRUCTION CORP. $ 237,237.20 110.1466%
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|( 1 ) 000050 |( 2 ) 000403 |( 3 ) 000022
|MARRINERS, INC. |PRATT & SONS INC. |THE LANE CONSTRUCTION CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 280.000 M2 | 14.00000 3920.00| 25.00000 7000.00| 18.00000 5040.00
PAVEMENT BUTT JOINTS | | |
0020 203.202 1030.000 M | 8.00000 8240.00| 7.00000 7210.00| 9.00000 9270.00
INSLOPE EXCAVATION | | |
0030 203.203 1210.000 M | 9.00000 10890.00| 11.00000 13310.00| 10.50000 12705.00
DITCH EXCAVATION | | |
0040 204.41 2844.000 M2 | 5.50000 15642.00| 7.60000 21614.40| 4.80000 13651.20
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0050 403.209 40.000 MG | 100.00000 4000.00| 90.00000 3600.00| 100.00000 4000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0060 403.210 950.000 MG | 40.50000 38475.00| 40.00000 38000.00| 46.00000 43700.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0070 403.211 1100.000 MG | 40.50000 44550.00| 40.00000 44000.00| 46.00000 50600.00
HOT MIX ASPHALT (SHIM) | | |
0080 409.15 1510.000 L | 1.30000 1963.00| 1.25000 1887.50| 1.50000 2265.00
BITUMINOUS TACK COAT APPLIED | | |
0090 411.10 11.000 M3 | 50.00000 550.00| 55.00000 605.00| 75.00000 825.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0100 603.16 67.000 M | 125.00000 8375.00| 63.00000 4221.00| 130.00000 8710.00
375 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 05/15/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : JEFFERSON TABULATION OF BIDS
CONTRACT ID : 010646.00
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|( 1 ) 000050 |( 2 ) 000403 |( 3 ) 000022
|MARRINERS, INC. |PRATT & SONS INC. |THE LANE CONSTRUCTION CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 603.179 16.000 M | 180.00000 2880.00| 185.00000 2960.00| 300.00000 4800.00
450 MM CULVERT PIPE OPTION III | | |
0120 603.209 9.600 M | 200.00000 1920.00| 695.00000 6672.00| 330.00000 3168.00
750 MM CULVERT PIPE OPTION III | | |
0130 606.17 134.000 M | 30.85000 4133.90| 31.00000 4154.00| 40.00000 5360.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0140 606.21 4.000 M | 30.85000 123.40| 31.00000 124.00| 38.00000 152.00
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0150 606.22 4.000 M | 30.85000 123.40| 31.00000 124.00| 38.00000 152.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0160 606.265 1.000 EA | 60.00000 60.00| 60.00000 60.00| 32.00000 32.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0170 606.35 1.000 EA | 35.00000 35.00| 35.00000 35.00| 32.00000 32.00
GUARDRAIL DELINEATOR POST | | |
0180 606.351 4.000 EA | 12.00000 48.00| 12.00000 48.00| 10.00000 40.00
REMOVE AND RESET GUARDRAIL DELINEATOR | | |
POSTS | | |
0190 606.47 8.000 EA | 35.00000 280.00| 35.00000 280.00| 32.00000 256.00
SINGLE WOOD POST | | |
0200 606.752 3.000 EA | 1100.00000 3300.00| 700.00000 2100.00| 1100.00000 3300.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0210 606.76 3.000 EA | 1500.00000 4500.00| 1500.00000 4500.00| 1400.00000 4200.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0220 610.08 27.000 M3 | 75.00000 2025.00| 69.00000 1863.00| 70.00000 1890.00
PLAIN RIPRAP | | |
0230 613.319 1450.000 M2 | 2.00000 2900.00| 1.60000 2320.00| 1.80000 2610.00
EROSION CONTROL BLANKET | | |
0240 618.1401 52.000 UN | 18.00000 936.00| 18.00000 936.00| 18.00000 936.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0250 619.1201 52.000 UN | 9.00000 468.00| 9.00000 468.00| 9.00000 468.00
MULCH - PLAN QUANTITY | | |
0260 620.58 59.000 M2 | 4.50000 265.50| 2.00000 118.00| 5.00000 295.00
EROSION CONTROL GEOTEXTILE | | |
0270 627.76 LUMP| 3000.00000 3000.00| 800.00000 800.00| 4000.00000 4000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0280 629.05 10.000 MH | 25.00000 250.00| 36.00000 360.00| 22.00000 220.00
HAND LABOR, STRAIGHT TIME | | |
0290 631.12 10.000 HR | 105.00000 1050.00| 100.00000 1000.00| 90.00000 900.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 05/15/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : JEFFERSON TABULATION OF BIDS
CONTRACT ID : 010646.00
=========
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|( 1 ) 000050 |( 2 ) 000403 |( 3 ) 000022
|MARRINERS, INC. |PRATT & SONS INC. |THE LANE CONSTRUCTION CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 631.172 20.000 HR | 45.00000 900.00| 42.00000 840.00| 44.00000 880.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0310 631.32 20.000 HR | 125.00000 2500.00| 165.00000 3300.00| 120.00000 2400.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0320 639.19 1.000 EA | 4000.00000 4000.00| 3000.00000 3000.00| 4000.00000 4000.00
FIELD OFFICE TYPE B | | |
0330 652.33 10.000 EA | 50.00000 500.00| 65.00000 650.00| 50.00000 500.00
DRUM | | |
0340 652.34 50.000 EA | 20.00000 1000.00| 14.00000 700.00| 20.00000 1000.00
CONE | | |
0350 652.35 60.000 M2 | 90.00000 5400.00| 97.00000 5820.00| 95.00000 5700.00
CONSTRUCTION SIGNS | | |
0360 652.36 34.000 CD | 120.00000 4080.00| 135.00000 4590.00| 120.00000 4080.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0370 652.38 540.000 MH | 15.00000 8100.00| 15.00000 8100.00| 15.00000 8100.00
FLAGGER | | |
0380 656.75 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 8000.00000 8000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0390 659.10 LUMP| 20000.00000 20000.00| 22000.00000 22000.00| 19000.00000 19000.00
MOBILIZATION | | |
SECTION TOTALS | $ 215,383.20| $ 223,369.90| $ 237,237.20
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CONTRACT TOTALS | $ 215,383.20| $ 223,369.90| $ 237,237.20
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