Skip Maine state header navigation
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011398.00 COMPLETION DATE : 12/12/05
=========
PROJECT(S): NH-1139(800)E LOCATION(S): BREWER MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1157(500)X BANGOR
STP-1157(600)X BREWER A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BANGOR & BREWER, HIGHWAY RESURFACING NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 LANE CONSTRUCTION CORP. (THE) $ 2,594,854.42 100.0000%
====================================================================================================================================
|( 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 202.202 48392.000 SY | 1.65000 79846.80| |
REMOVING PAVEMENT SURFACE | | |
0020 202.203 4241.000 SY | 10.00000 42410.00| |
PAVEMENT BUTT JOINTS | | |
0030 211.20 5100.000 LF | 3.30000 16830.00| |
INSLOPE EXCAVATION | | |
0040 211.22 4027.000 LF | 4.20000 16913.40| |
INSLOPE EXCAVATION - GUARDRAIL | | |
0050 211.30 4760.000 LF | 4.20000 19992.00| |
DITCH EXCAVATION | | |
0060 304.103 800.000 CY | 47.00000 37600.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0070 310.35 32540.000 SY | 8.90000 289606.00| |
COLD IN-PLACE RECYCLED ASPHALT PAVEMENT | | |
(TRAVELING PUGMILL) 5 INCH | | |
0080 403.209 610.000 T | 105.00000 64050.00| |
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
0090 403.210 10580.000 T | 40.50000 428490.00| |
HOT MIX ASPHALT 9.5 MM HMA | | |
0100 403.211 4550.000 T | 45.80000 208390.00| |
HOT MIX ASPHALT (SHIMMING) | | |
0110 403.213 200.000 T | 58.00000 11600.00| |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011398.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 409.15 9980.000 G | 3.00000 29940.00| |
BITUMINOUS TACK COAT APPLIED | | |
0130 411.10 100.000 CY | 54.00000 5400.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0140 603.16 754.000 LF | 43.00000 32422.00| |
15 INCH CULVERT PIPE OPTION I | | |
0150 603.17 124.000 LF | 45.00000 5580.00| |
18 INCH CULVERT PIPE OPTION I | | |
0160 603.179 737.000 LF | 107.00000 78859.00| |
18 INCH CULVERT PIPE OPTION III | | |
0170 603.199 365.000 LF | 110.00000 40150.00| |
24 INCH CULVERT PIPE OPTION III | | |
0180 604.161 39.000 EA | 860.00000 33540.00| |
ALTERING CATCH BASIN | | |
0190 604.164 12.000 EA | 2150.00000 25800.00| |
REBUILDING CATCH BASIN | | |
0200 604.167 4.000 EA | 380.00000 1520.00| |
ALTER CATCH BASIN GRATE TO CASCADE | | |
0210 604.18 55.000 EA | 320.00000 17600.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0220 604.182 5.000 EA | 170.00000 850.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0230 604.262 13.000 EA | 3400.00000 44200.00| |
CATCH BASIN TYPE B5-C | | |
0240 606.1731 4.000 EA | 1100.00000 4400.00| |
BRIDGE CONNECTION TYPE 1 | | |
0250 606.178 50.000 LF | 7.00000 350.00| |
GUARDRAIL BEAM | | |
0260 606.23 1125.000 LF | 14.00000 15750.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0270 606.231 120.000 LF | 15.50000 1860.00| |
GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND | | |
LESS | | |
0280 606.265 4.000 EA | 37.00000 148.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0290 606.35 25.000 EA | 30.00000 750.00| |
GUARDRAIL DELINEATOR POST | | |
0300 606.367 30.000 EA | 42.00000 1260.00| |
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011398.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.47 50.000 EA | 33.80000 1690.00| |
SINGLE WOOD POST | | |
0320 606.754 15.000 EA | 1400.00000 21000.00| |
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0330 606.79 15.000 EA | 1480.00000 22200.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0340 608.26 220.000 SF | 16.50000 3630.00| |
CURB RAMP DETECTABLE WARNING FIELD | | |
0350 609.31 17338.000 LF | 5.00000 86690.00| |
CURB TYPE 3 | | |
0360 609.38 5860.000 LF | 15.00000 87900.00| |
RESET CURB TYPE 1 | | |
0370 609.50 5860.000 LF | 1.30000 7618.00| |
CONCRETE BASE FOR CURBING | | |
0380 610.08 130.000 CY | 70.00000 9100.00| |
PLAIN RIPRAP | | |
0390 613.319 3581.000 SY | 2.30000 8236.30| |
EROSION CONTROL BLANKET | | |
0400 615.07 550.000 CY | 33.00000 18150.00| |
LOAM | | |
0410 618.1301 95.000 UN | 20.00000 1900.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0420 618.1401 259.000 UN | 16.50000 4273.50| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0430 619.1201 354.000 UN | 8.75000 3097.50| |
MULCH - PLAN QUANTITY | | |
0440 620.58 436.000 SY | 2.50000 1090.00| |
EROSION CONTROL GEOTEXTILE | | |
0450 627.711 95272.000 LF | 0.11000 10479.92| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY) | | |
0460 627.75 5080.000 SF | 1.40000 7112.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0470 627.76 LUMP| 7000.00000 7000.00| |
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0480 629.05 100.000 HR | 25.00000 2500.00| |
HAND LABOR, STRAIGHT TIME | | |
0490 631.10 25.000 HR | 40.00000 1000.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011398.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.11 25.000 HR | 40.00000 1000.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0510 631.12 341.000 HR | 120.00000 40920.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0520 631.14 20.000 HR | 100.00000 2000.00| |
GRADER (INCLUDING OPERATOR) | | |
0530 631.172 460.000 HR | 47.00000 21620.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0540 631.18 25.000 HR | 30.00000 750.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0550 631.32 56.000 HR | 150.00000 8400.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0560 639.19 1.000 EA | 9000.00000 9000.00| |
FIELD OFFICE TYPE B | | |
0570 652.38 5060.000 HR | 13.00000 65780.00| |
FLAGGER | | |
0580 652.39 LUMP| 67000.00000 67000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0590 656.75 LUMP| 18000.00000 18000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0600 658.20 10.000 SY | 12.50000 125.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0610 659.10 LUMP| 170000.00000 170000.00| |
MOBILIZATION | | |
0620 660.21 2000.000 HR | 1.00000 2000.00| |
ON-THE-JOB TRAINING (BID) | | |
0630 801.14 100.000 LF | 120.00000 12000.00| |
4" PVC SANITARY SEWER | | |
0640 801.17 115.000 LF | 69.00000 7935.00| |
8 INCH PVC SANITARY SEWER (SDR-35) | | |
0650 801.175 439.000 LF | 70.00000 30730.00| |
10 INCH PVC SANITARY SEWER | | |
0660 801.18 170.000 LF | 73.00000 12410.00| |
12 INCH PVC SANITARY SEWER (SDR-35) | | |
0670 803.01 2.000 EA | 500.00000 1000.00| |
TEST PITS | | |
0680 803.16 5.000 EA | 4200.00000 21000.00| |
4 FOOT DIAMETER PRECAST SEWER MANHOLE | | |
0690 812.162 68.000 EA | 320.00000 21760.00| |
ADJUSTING SEWER MANHOLE TO GRADE | | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011398.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 812.164 1.000 EA | 3200.00000 3200.00| |
REBUILDING SEWER MANHOLE | | |
0710 823.011 36.000 EA | 600.00000 21600.00| |
GATE VALVE BOX, INSTALL ONLY | | |
0720 823.332 20.000 EA | 470.00000 9400.00| |
GATE VALVE BOX, ADJUST TO GRADE | | |
SECTION TOTALS | $ 2,408,404.42| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 OPTION 1
| | |
0730 204.41 2720.000 SY | 0.00000 0.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0740 309.36 12700.000 SY | 0.00000 0.00| |
FULL DEPTH REC PAVEMENT W/FOAM ASPHALT | | |
6 INCH DEPTH | | |
0750 403.210 875.000 T | 0.00000 0.00| |
HOT MIX ASPHALT 9.5 MM HMA | | |
0760 403.213 1050.000 T | 0.00000 0.00| |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 OPTION 2
| | |
0770 204.41 2720.000 SY | 0.00000 0.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0780 307.32 12700.000 SY | 0.00000 0.00| |
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
0790 310.23 12700.000 SY | 0.00000 0.00| |
PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 | | |
INCH DEPTH | | |
0800 403.210 1050.000 T | 0.00000 0.00| |
HOT MIX ASPHALT 9.5 MM HMA | | |
0810 403.213 1225.000 T | 0.00000 0.00| |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 OPTION 3
| | |
LETTING DATE : 04/20/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/21/05
PAGE : 6
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011398.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|LANE CONSTRUCTION CORP. (TH | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0820 304.104 1715.000 CY | 0.00000 0.00| |
AGGREGATE SUBBASE COURSE (PLAN QUANTITY | | |
0830 310.23 12700.000 SY | 0.00000 0.00| |
PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 | | |
INCH DEPTH | | |
0840 403.210 1050.000 T | 0.00000 0.00| |
HOT MIX ASPHALT 9.5 MM HMA | | |
0850 403.213 1400.000 T | 0.00000 0.00| |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 OPTION 4
| | |
0860 204.41 2720.000 SY | 5.50000 14960.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0870 307.32 12700.000 SY | 2.10000 26670.00| |
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
0880 403.210 1050.000 T | 40.50000 42525.00| |
HOT MIX ASPHALT 9.5 MM HMA | | |
0890 403.213 2495.000 T | 41.00000 102295.00| |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
SECTION TOTALS | $ 186,450.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,594,854.42| $ | $
====================================================================================================================================