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LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 1
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009814.00 COMPLETION DATE : 06/26/04
=========
PROJECT(S): PLHD-9814(00)X LOCATION(S): MOUNT DESERT MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1116(800)X BAR HARBOR
STP-1126(500)X BAR HARBOR A TRUE COPY : __________________________
OTHERS OTHERS
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BIKEWAY NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 LANE CONSTRUCTION CORP. (THE) $ 1,312,913.70 100.0000%
2 001233 R F JORDAN & SON'S CONSTRUCTION, INC. $ 1,532,657.00 116.7371%
3 000855 BRIDGECORP $ 1,813,683.89 138.1419%
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|( 1 ) 000022 |( 2 ) 001233 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |R F JORDAN & SON'S CONSTRUC |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.12 0.050 AC | 20000.00000 1000.00| 50000.00000 2500.00| 55000.00000 2750.00
SELECTIVE CLEARING AND THINNING | | |
0020 201.23 13.000 EA | 250.00000 3250.00| 400.00000 5200.00| 800.00000 10400.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 14.000 EA | 125.00000 1750.00| 175.00000 2450.00| 170.00000 2380.00
REMOVING STUMP | | |
0040 202.111 114.000 SY | 12.00000 1368.00| 16.00000 1824.00| 9.00000 1026.00
REMOVING OF CONCRETE SIDEWALK | | |
0050 202.127 2970.000 LS | 8000.00000 8000.00| 7000.00000 7000.00| 12000.00000 12000.00
REMOVE EXISTING BITUMINOUS PAVEMENT | | |
0060 202.15 3.000 EA | 900.00000 2700.00| 400.00000 1200.00| 750.00000 2250.00
REMOVING MANHOLE OR CATCH BASIN | | |
0070 202.203 1140.000 SY | 12.00000 13680.00| 13.00000 14820.00| 20.00000 22800.00
PAVEMENT BUTT JOINTS | | |
0080 203.21 150.000 CY | 65.00000 9750.00| 80.00000 12000.00| 0.01000 1.50
ROCK EXCAVATION | | |
0090 204.41 1928.000 SY | 7.00000 13496.00| 14.00000 26992.00| 16.00000 30848.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0100 206.0619 33.500 CY | 250.00000 8375.00| 140.00000 4690.00| 0.01000 0.34
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES - BELOW GRADE | | |
0110 211.20 2496.000 LF | 2.25000 5616.00| 4.00000 9984.00| 4.50000 11232.00
INSLOPE EXCAVATION | | |
LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 2
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009814.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001233 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |R F JORDAN & SON'S CONSTRUC |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 211.30 1378.000 LF | 3.25000 4478.50| 8.00000 11024.00| 5.00000 6890.00
DITCH EXCAVATION | | |
0130 211.41 457.000 LF | 51.00000 23307.00| 60.00000 27420.00| 60.00000 27420.00
NEW DITCH EXCAVATION - LEDGE | | |
0140 304.103 1513.000 CY | 28.00000 42364.00| 20.00000 30260.00| 29.00000 43877.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0150 304.104 2777.000 CY | 22.00000 61094.00| 23.00000 63871.00| 32.00000 88864.00
AGGREGATE SUBBASE COURSE (PLAN QUANTITY | | |
0160 403.209 161.000 T | 105.00000 16905.00| 115.00000 18515.00| 145.00000 23345.00
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
0170 403.210 5306.000 T | 41.85000 222056.10| 46.00000 244076.00| 41.85000 222056.10
HOT MIX ASPHALT 9.5 MM HMA | | |
0180 403.211 2089.000 T | 41.85000 87424.65| 46.00000 96094.00| 41.85000 87424.65
HOT MIX ASPHALT (SHIMMING) | | |
0190 403.213 996.000 T | 41.85000 41682.60| 46.00000 45816.00| 41.85000 41682.60
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0200 409.15 6676.000 G | 2.50000 16690.00| 2.75000 18359.00| 2.50000 16690.00
BITUMINOUS TACK COAT APPLIED | | |
0210 603.15 48.000 LF | 35.00000 1680.00| 40.00000 1920.00| 60.00000 2880.00
12 INCH CULVERT PIPE OPTION I | | |
0220 603.159 54.000 LF | 75.00000 4050.00| 65.00000 3510.00| 115.00000 6210.00
12 INCH CULVERT PIPE OPTION III | | |
0230 603.16 62.000 LF | 38.00000 2356.00| 35.00000 2170.00| 48.00000 2976.00
15 INCH CULVERT PIPE OPTION I | | |
0240 603.165 71.000 LF | 65.00000 4615.00| 65.00000 4615.00| 71.00000 5041.00
15 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0250 603.171 10.000 LF | 80.00000 800.00| 100.00000 1000.00| 215.00000 2150.00
18 INCH CORRUGATED METAL PIPE | | |
0260 603.179 231.000 LF | 78.00000 18018.00| 80.00000 18480.00| 96.00000 22176.00
18 INCH CULVERT PIPE OPTION III | | |
0270 603.199 80.000 LF | 90.00000 7200.00| 125.00000 10000.00| 100.00000 8000.00
24 INCH CULVERT PIPE OPTION III | | |
0280 604.072 6.000 EA | 2400.00000 14400.00| 2200.00000 13200.00| 3100.00000 18600.00
CATCH BASIN TYPE A1-C | | |
0290 604.092 3.000 EA | 2900.00000 8700.00| 2200.00000 6600.00| 2700.00000 8100.00
CATCH BASIN TYPE B1-C | | |
0300 604.167 1.000 EA | 220.00000 220.00| 500.00000 500.00| 430.00000 430.00
ALTER CATCH BASIN GRATE TO CASCADE | | |
LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 3
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009814.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001233 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |R F JORDAN & SON'S CONSTRUC |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 604.18 19.000 EA | 370.00000 7030.00| 400.00000 7600.00| 675.00000 12825.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0320 604.245 1.000 EA | 1700.00000 1700.00| 1700.00000 1700.00| 1300.00000 1300.00
CATCH BASIN TYPE F4-C | | |
0330 605.09 1196.000 LF | 23.00000 27508.00| 24.00000 28704.00| 25.00000 29900.00
6 INCH UNDERDRAIN TYPE B | | |
0340 605.12 1623.000 LF | 37.00000 60051.00| 26.00000 42198.00| 35.00000 56805.00
15 INCH UNDERDRAIN TYPE C | | |
0350 606.151 50.000 LF | 21.00000 1050.00| 18.00000 900.00| 21.00000 1050.00
GUARDRAIL TYPE 3AA - SINGLE RAIL | | |
0360 606.191 12.000 LF | 21.60000 259.20| 18.00000 216.00| 21.60000 259.20
GUARDRAIL TYPE 3AA - 15 FOOT RADIUS AND | | |
LESS | | |
0370 606.201 12.500 LF | 21.60000 270.00| 18.00000 225.00| 21.60000 270.00
GUARDRAIL TYPE 3AA - OVER 15 FOOT RADIU | | |
0380 606.35 21.000 EA | 17.50000 367.50| 32.00000 672.00| 17.50000 367.50
GUARDRAIL DELINEATOR POST | | |
0390 606.754 3.000 EA | 1200.00000 3600.00| 2200.00000 6600.00| 1400.00000 4200.00
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0400 606.7911 6.000 EA | 1700.00000 10200.00| 2200.00000 13200.00| 1610.00000 9660.00
GUARDRAIL TYPE 3AA - 350 FLARED TERMINA | | |
0410 608.08 134.000 SY | 41.00000 5494.00| 35.00000 4690.00| 100.00000 13400.00
REINFORCED CONCRETE SIDEWALK | | |
0420 608.253 24.000 SF | 23.00000 552.00| 45.00000 1080.00| 40.00000 960.00
MASONRY PAVER WITH TRUNCATED DOME | | |
0430 609.11 2577.000 LF | 25.00000 64425.00| 27.00000 69579.00| 35.00000 90195.00
VERTICAL CURB TYPE 1 | | |
0440 609.12 60.000 LF | 42.00000 2520.00| 38.00000 2280.00| 41.00000 2460.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0450 609.234 12.000 EA | 145.00000 1740.00| 160.00000 1920.00| 135.00000 1620.00
TERMINAL CURB TYPE 1 - 4 FOOT | | |
0460 609.237 4.000 EA | 275.00000 1100.00| 250.00000 1000.00| 425.00000 1700.00
TERMINAL CURB TYPE 1 - 7 FOOT | | |
0470 609.31 6333.000 LF | 5.25000 33248.25| 4.50000 28498.50| 8.50000 53830.50
CURB TYPE 3 | | |
0480 609.34 182.000 LF | 23.00000 4186.00| 23.00000 4186.00| 20.00000 3640.00
CURB TYPE 5 | | |
0490 609.38 347.000 LF | 17.00000 5899.00| 18.00000 6246.00| 17.00000 5899.00
RESET CURB TYPE 1 | | |
LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 4
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009814.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001233 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |R F JORDAN & SON'S CONSTRUC |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 609.40 565.000 LF | 17.00000 9605.00| 20.00000 11300.00| 15.00000 8475.00
RESET CURB TYPE 5 | | |
0510 609.50 3060.000 LF | 2.75000 8415.00| 4.00000 12240.00| 9.00000 27540.00
CONCRETE BASE FOR CURBING | | |
0520 610.08 58.000 CY | 85.00000 4930.00| 50.00000 2900.00| 140.00000 8120.00
PLAIN RIPRAP | | |
0530 610.18 129.500 CY | 80.00000 10360.00| 35.00000 4532.50| 95.00000 12302.50
STONE DITCH PROTECTION | | |
0540 613.319 612.000 SY | 2.70000 1652.40| 3.00000 1836.00| 2.50000 1530.00
EROSION CONTROL BLANKET | | |
0550 615.07 28.000 CY | 45.00000 1260.00| 50.00000 1400.00| 65.00000 1820.00
LOAM | | |
0560 618.1301 5.000 UN | 24.00000 120.00| 50.00000 250.00| 30.00000 150.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0570 618.1401 73.000 UN | 13.50000 985.50| 25.00000 1825.00| 16.00000 1168.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0580 619.1201 78.000 UN | 6.00000 468.00| 12.00000 936.00| 8.50000 663.00
MULCH - PLAN QUANTITY | | |
0590 620.58 458.000 SY | 4.00000 1832.00| 3.00000 1374.00| 3.00000 1374.00
EROSION CONTROL GEOTEXTILE | | |
0600 627.76 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 9000.00000 9000.00
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0610 629.05 70.000 HR | 25.00000 1750.00| 25.00000 1750.00| 20.00000 1400.00
HAND LABOR, STRAIGHT TIME | | |
0620 631.12 100.000 HR | 100.00000 10000.00| 100.00000 10000.00| 150.00000 15000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0630 631.172 180.000 HR | 45.00000 8100.00| 48.00000 8640.00| 60.00000 10800.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0640 631.18 45.000 HR | 35.00000 1575.00| 35.00000 1575.00| 25.00000 1125.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0650 631.32 10.000 HR | 120.00000 1200.00| 150.00000 1500.00| 200.00000 2000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0660 639.19 1.000 EA | 9000.00000 9000.00| 6000.00000 6000.00| 7000.00000 7000.00
FIELD OFFICE TYPE B | | |
0670 652.38 3540.000 HR | 13.00000 46020.00| 14.00000 49560.00| 20.00000 70800.00
FLAGGER | | |
0680 652.39 LUMP| 35000.00000 35000.00| 10000.00000 10000.00| 10000.00000 10000.00
WORK ZONE TRAFFIC CONTROL | | |
0690 656.75 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 10000.00000 10000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 03/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/17/04
PAGE : 5
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009814.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001233 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |R F JORDAN & SON'S CONSTRUC |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 659.10 LUMP| 85000.00000 85000.00| 185250.00000 185250.00| 333000.00000 333000.00
MOBILIZATION | | |
SECTION TOTALS | $ 1,135,498.70| $ 1,257,453.00| $ 1,554,108.89
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 SANITARY ITEMS
| | |
0710 661.14 150.000 LF | 35.00000 5250.00| 7.00000 1050.00| 10.00000 1500.00
INSULATION | | |
0720 801.16 150.000 LF | 85.00000 12750.00| 75.00000 11250.00| 80.00000 12000.00
6 INCH PVC SANITARY SEWER (SDR-35) | | |
0730 802.16 1.000 EA | 5000.00000 5000.00| 5000.00000 5000.00| 4500.00000 4500.00
4 FOOT DIAMETER PRECAST SEWER MANHOLES | | |
SECTION TOTALS | $ 23,000.00| $ 17,300.00| $ 18,000.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 SANITARY ITEMS
| | |
0740 801.18 1083.000 LF | 85.00000 92055.00| 188.00000 203604.00| 165.00000 178695.00
12 INCH PVC SANITARY SEWER (SDR-35) | | |
0750 802.16 6.800 EA | 5000.00000 34000.00| 4000.00000 27200.00| 4500.00000 30600.00
4 FOOT DIAMETER PRECAST SEWER MANHOLES | | |
0760 803.135 28.000 LF | 120.00000 3360.00| 75.00000 2100.00| 260.00000 7280.00
6 INCH SERVICE LEADS | | |
0770 890.01 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 25000.00000 25000.00
SPECIAL WORK #1 | | |
SECTION TOTALS | $ 154,415.00| $ 257,904.00| $ 241,575.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,312,913.70| $ 1,532,657.00| $ 1,813,683.89
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