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LETTING DATE : 06/30/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/30/04
PAGE : 1
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 011003.30 COMPLETION DATE : 07/01/05
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PROJECT(S): 011003.30 LOCATION(S): ORLAND-BUCKSPORT MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1132(900)X BUCKSPORT
STP-1187(600)X BUCKSPORT-DEDHAM A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : ORLAND-BUCKSPORT, HIGHWAY IMPROVEMENTS NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000022 LANE CONSTRUCTION CORP. (THE) $ 2,939,215.13 100.0000%
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|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 2.530 AC | 10500.00000 26565.00| |
CLEARING | | |
0020 201.23 34.000 EA | 850.00000 28900.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 34.000 EA | 200.00000 6800.00| |
REMOVING STUMP | | |
0040 202.127 16549.000 LS | 33000.00000 33000.00| |
REMOVE EXISTING BITUMINOUS PAVEMENT | | |
0050 202.203 537.000 SY | 12.00000 6444.00| |
PAVEMENT BUTT JOINTS | | |
0060 203.2001 4850.000 CY | 16.00000 77600.00| |
COMMON EXCAVATION - PLAN QUANTITY | | |
0070 203.21 79.000 CY | 130.00000 10270.00| |
ROCK EXCAVATION | | |
0080 203.2312 LUMP| 8000.00000 8000.00| |
HEALTH AND SAFETY PLAN | | |
0090 206.0619 26.610 CY | 200.00000 5322.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES - BELOW GRADE | | |
0100 211.30 18517.000 LF | 9.50000 175911.50| |
DITCH EXCAVATION | | |
0110 211.40 525.000 LF | 60.00000 31500.00| |
NEW DITCH EXCAVATION | | |
0120 211.41 2624.000 LF | 60.00000 157440.00| |
NEW DITCH EXCAVATION - LEDGE | | |
LETTING DATE : 06/30/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/30/04
PAGE : 2
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 011003.30
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====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 304.10 9645.000 CY | 18.00000 173610.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 309.35 52661.000 SY | 8.70000 458150.70| |
FULL DEPTH RECYCLED PAVEMENT W/ FOAM | | |
ASPHALT 5 INCH DEPTH | | |
0150 403.209 126.000 T | 105.00000 13230.00| |
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
0160 403.210 5635.760 T | 42.50000 239519.80| |
HOT MIX ASPHALT 9.5 MM HMA | | |
0170 403.211 189.710 T | 58.00000 11003.18| |
HOT MIX ASPHALT (SHIMMING) | | |
0180 403.213 6578.840 T | 42.00000 276311.28| |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0190 409.15 2979.900 G | 3.50000 10429.65| |
BITUMINOUS TACK COAT APPLIED | | |
0200 461.210 4410.000 T | 41.20000 181692.00| |
MAINTENANCE SURFACE TREATMENT - 9.5 MM | | |
0210 603.16 1406.000 LF | 35.00000 49210.00| |
15 INCH CULVERT PIPE OPTION I | | |
0220 603.161 34.000 LF | 55.00000 1870.00| |
15 INCH CORRUGATED METAL PIPE | | |
0230 603.169 90.000 LF | 85.00000 7650.00| |
15 INCH CULVERT PIPE OPTION III | | |
0240 603.17 260.000 LF | 38.00000 9880.00| |
18 INCH CULVERT PIPE OPTION I | | |
0250 603.171 14.000 LF | 93.00000 1302.00| |
18 INCH CORRUGATED METAL PIPE | | |
0260 603.179 530.000 LF | 90.00000 47700.00| |
18 INCH CULVERT PIPE OPTION III | | |
0270 603.19 100.000 LF | 43.00000 4300.00| |
24 INCH CULVERT PIPE OPTION I | | |
0280 603.191 28.000 LF | 111.00000 3108.00| |
24 INCH CORRUGATED METAL PIPE | | |
0290 603.199 115.000 LF | 121.00000 13915.00| |
24 INCH CULVERT PIPE OPTION III | | |
0300 603.201 8.000 LF | 140.00000 1120.00| |
30 INCH CORRUGATED METAL PIPE | | |
0310 603.239 125.000 LF | 178.00000 22250.00| |
48 INCH CULVERT PIPE OPTION III | | |
0320 603.259 60.000 LF | 750.00000 45000.00| |
60 INCH CULVERT PIPE OPTION III | | |
LETTING DATE : 06/30/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/30/04
PAGE : 3
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 011003.30
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0330 603.275 60.000 LF | 290.00000 17400.00| |
72 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0340 604.243 5.000 EA | 1200.00000 6000.00| |
CATCH BASIN TYPE F3-C | | |
0350 606.23 7904.000 LF | 13.00000 102752.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0360 606.231 675.000 LF | 15.60000 10530.00| |
GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND | | |
LESS | | |
0370 606.232 25.000 LF | 14.10000 352.50| |
GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS | | |
0380 606.259 6.000 EA | 642.00000 3852.00| |
ANCHORAGE ASSEMBLY | | |
0390 606.265 28.000 EA | 31.00000 868.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0400 606.35 66.000 EA | 18.00000 1188.00| |
GUARDRAIL DELINEATOR POST | | |
0410 606.79 6.000 EA | 1305.00000 7830.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0420 609.31 2347.000 LF | 7.00000 16429.00| |
CURB TYPE 3 | | |
0430 610.08 7210.000 CY | 27.00000 194670.00| |
PLAIN RIPRAP | | |
0440 610.18 390.000 CY | 27.00000 10530.00| |
STONE DITCH PROTECTION | | |
0450 613.319 9628.900 SY | 1.80000 17332.02| |
EROSION CONTROL BLANKET | | |
0460 618.1401 510.000 UN | 13.00000 6630.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0470 619.1201 510.000 UN | 6.00000 3060.00| |
MULCH - PLAN QUANTITY | | |
0480 620.58 15765.000 SY | 2.50000 39412.50| |
EROSION CONTROL GEOTEXTILE | | |
0490 627.76 LUMP| 17000.00000 17000.00| |
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0500 629.05 20.000 HR | 25.00000 500.00| |
HAND LABOR, STRAIGHT TIME | | |
0510 631.12 45.000 HR | 110.00000 4950.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 06/30/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/30/04
PAGE : 4
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 011003.30
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 631.172 85.000 HR | 45.00000 3825.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0530 631.18 15.000 HR | 30.00000 450.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0540 631.32 5.000 HR | 120.00000 600.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0550 639.19 1.000 EA | 8000.00000 8000.00| |
FIELD OFFICE TYPE B | | |
0560 652.38 3850.000 HR | 13.00000 50050.00| |
FLAGGER | | |
0570 652.39 LUMP| 60000.00000 60000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0580 656.75 LUMP| 70000.00000 70000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0590 659.10 LUMP| 145000.00000 145000.00| |
MOBILIZATION | | |
0600 660.21 1000.000 HR | 1.00000 1000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,939,215.13| $ 0.00| $ 0.00
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CONTRACT TOTALS | $ 2,939,215.13| $ | $
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