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LETTING DATE : 06/12/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : HOULTON TABULATION OF BIDS
CONTRACT ID : 008400.10 COMPLETION DATE : 11/01/02
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PROJECT(S): 008400.10 COUNTIE(S) : AROOSTOOK MAINE STATE DEPARTMENT OF TRANSPORTATION
008530.10
IM-1004(400)X A TRUE COPY : __________________________
OTHERS
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY RECONSTRUCTION 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 $ 1,271,116.80 100.0000%
2 000272 A & V CONSTRUCTION, CORP. $ 1,284,519.30 101.0544%
3 000144 A E MCQUADE & SONS, INC. $ 1,378,512.20 108.4489%
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|( 1 ) 000164 |( 2 ) 000272 |( 3 ) 000144
|C P M CONSTRUCTORS |A & V CONSTRUCTION, CORP. |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.127 2728.000 LS | 50000.00000 50000.00| 48000.00000 48000.00| 57500.00000 57500.00
REMOVE EXISTING BITUMINOUS PAVEMENT | | |
0020 203.221 11660.000 CY | 7.00000 81620.00| 7.00000 81620.00| 7.50000 87450.00
UNCLASSIFIED EXCAVATION - PLAN QUANTITY | | |
0030 203.25 910.000 CY | 15.00000 13650.00| 15.00000 13650.00| 14.50000 13195.00
GRANULAR BORROW | | |
0040 206.07 25.000 CY | 80.00000 2000.00| 81.00000 2025.00| 95.00000 2375.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0050 304.104 14460.000 CY | 16.00000 231360.00| 16.00000 231360.00| 16.75000 242205.00
AGGREGATE SUBBASE COURSE (PLAN QUANTITY | | |
0060 403.209 100.000 T | 100.00000 10000.00| 76.00000 7600.00| 115.00000 11500.00
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
0070 403.210 990.000 T | 55.00000 54450.00| 55.00000 54450.00| 55.00000 54450.00
HOT MIX ASPHALT 9.5 MM HMA 0.3 TO <3 | | |
MILLION ESALS | | |
0080 403.210 454.000 T | 85.00000 38590.00| 66.00000 29964.00| 95.00000 43130.00
HOT MIX ASPHALT 9.5 MM HMA 3 TO <10 | | |
MILLION ESALS | | |
0090 403.211 50.000 T | 90.00000 4500.00| 76.00000 3800.00| 95.00000 4750.00
HOT MIX ASPHALT (SHIMMING) | | |
0100 403.213 1400.000 T | 52.00000 72800.00| 55.00000 77000.00| 52.50000 73500.00
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
LETTING DATE : 06/12/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : HOULTON TABULATION OF BIDS
CONTRACT ID : 008400.10
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|( 1 ) 000164 |( 2 ) 000272 |( 3 ) 000144
|C P M CONSTRUCTORS |A & V CONSTRUCTION, CORP. |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15 325.000 G | 8.00000 2600.00| 5.00000 1625.00| 6.50000 2112.50
BITUMINOUS TACK COAT APPLIED | | |
0120 508.14 2728.000 LS | 70000.00000 70000.00| 58000.00000 58000.00| 75000.00000 75000.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0130 518.30 1724.000 SF | 18.00000 31032.00| 29.00000 49996.00| 19.80000 34135.20
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO REINFORCING STEEL | | |
0140 518.31 860.000 SF | 33.00000 28380.00| 42.00000 36120.00| 36.00000 30960.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO BELOW REINFORCING STEEL | | |
0150 518.32 216.000 SF | 75.00000 16200.00| 100.00000 21600.00| 82.00000 17712.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - FULL DEPTH | | |
0160 518.39 1274.000 LF | 5.50000 7007.00| 15.00000 19110.00| 6.00000 7644.00
REPAIRING GRANITE CURB BEDDING MORTAR | | |
0170 518.60 64.000 SF | 50.00000 3200.00| 85.00000 5440.00| 55.00000 3520.00
REPAIR OF VERTICAL SURFACES < 7.9 IN. | | |
0180 520.2022 642.000 LF | 40.00000 25680.00| 68.00000 43656.00| 55.00000 35310.00
POLYMER NOSING | | |
0190 520.241 8.000 EA | 5000.00000 40000.00| 4200.00000 33600.00| 8200.00000 65600.00
BRIDGE JOINT MODIFICATION TYPE 1 | | |
0200 526.301 2132.000 LS | 40000.00000 40000.00| 29900.00000 29900.00| 32000.00000 32000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0210 527.34 4.000 UN | 6000.00000 24000.00| 4000.00000 16000.00| 5000.00000 20000.00
WORK ZONE CRASH CUSHIONS | | |
0220 603.16 314.000 LF | 25.00000 7850.00| 24.00000 7536.00| 26.50000 8321.00
15 INCH CULVERT PIPE OPTION I | | |
0230 603.17 65.000 LF | 30.00000 1950.00| 28.00000 1820.00| 31.75000 2063.75
18 INCH CULVERT PIPE OPTION I | | |
0240 603.179 274.000 LF | 50.00000 13700.00| 49.00000 13426.00| 68.50000 18769.00
18 INCH CULVERT PIPE OPTION III | | |
0250 603.219 172.000 LF | 95.00000 16340.00| 91.00000 15652.00| 85.75000 14749.00
36 INCH CULVERT PIPE OPTION III | | |
0260 604.072 2.000 EA | 2000.00000 4000.00| 1600.00000 3200.00| 2200.00000 4400.00
CATCH BASIN TYPE A1-C | | |
0270 605.09 1150.000 LF | 20.00000 23000.00| 18.00000 20700.00| 19.50000 22425.00
6 INCH UNDERDRAIN TYPE B | | |
0280 605.10 90.000 LF | 20.00000 1800.00| 20.00000 1800.00| 19.50000 1755.00
6 INCH UNDERDRAIN OUTLET | | |
0290 605.13 150.000 LF | 50.00000 7500.00| 48.00000 7200.00| 35.00000 5250.00
18 INCH UNDERDRAIN TYPE C | | |
LETTING DATE : 06/12/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : HOULTON TABULATION OF BIDS
CONTRACT ID : 008400.10
=========
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|( 1 ) 000164 |( 2 ) 000272 |( 3 ) 000144
|C P M CONSTRUCTORS |A & V CONSTRUCTION, CORP. |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.17 125.000 LF | 14.00000 1750.00| 12.50000 1562.50| 16.00000 2000.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0310 606.1721 8.000 EA | 1200.00000 9600.00| 1400.00000 11200.00| 1300.00000 10400.00
BRIDGE TRANSITION - TYPE 1 | | |
0320 606.1722 8.000 EA | 800.00000 6400.00| 800.00000 6400.00| 900.00000 7200.00
BRIDGE TRANSITION - TYPE 2 | | |
0330 606.35 6.000 EA | 25.00000 150.00| 35.00000 210.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0340 606.76 2.000 EA | 1500.00000 3000.00| 1500.00000 3000.00| 1650.00000 3300.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0350 609.31 935.000 LF | 5.00000 4675.00| 5.00000 4675.00| 5.50000 5142.50
CURB TYPE 3 | | |
0360 610.08 20.000 CY | 50.00000 1000.00| 57.00000 1140.00| 50.00000 1000.00
PLAIN RIPRAP | | |
0370 613.319 1380.000 SY | 2.00000 2760.00| 2.00000 2760.00| 2.75000 3795.00
EROSION CONTROL BLANKET | | |
0380 615.07 172.000 CY | 15.00000 2580.00| 15.00000 2580.00| 19.75000 3397.00
LOAM | | |
0390 618.1301 29.000 UN | 30.00000 870.00| 30.00000 870.00| 25.00000 725.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0400 618.1401 111.000 UN | 25.00000 2775.00| 24.00000 2664.00| 22.00000 2442.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0410 619.1201 140.000 UN | 12.00000 1680.00| 12.00000 1680.00| 9.00000 1260.00
MULCH - PLAN QUANTITY | | |
0420 620.54 675.000 SY | 5.00000 3375.00| 5.00000 3375.00| 2.75000 1856.25
STABILIZATION GEOTEXTILE | | |
0430 620.58 350.000 SY | 4.00000 1400.00| 4.00000 1400.00| 3.40000 1190.00
EROSION CONTROL GEOTEXTILE | | |
0440 627.72 12430.000 LF | 0.20000 2486.00| 0.20000 2486.00| 0.25000 3107.50
6 INCH WHITE PAVEMENT MARKING LINE | | |
0450 627.74 6214.000 LF | 0.20000 1242.80| 0.20000 1242.80| 0.25000 1553.50
6 INCH YELLOW PAVEMENT MARKING LINE | | |
0460 627.76 LUMP| 7000.00000 7000.00| 6800.00000 6800.00| 9500.00000 9500.00
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0470 627.77 9193.000 SF | 3.00000 27579.00| 3.00000 27579.00| 3.50000 32175.50
REMOVING PAVEMENT MARKINGS | | |
0480 627.791 12430.000 LF | 2.00000 24860.00| 2.00000 24860.00| 2.30000 28589.00
TEMPORARY 6 INCH PLASTIC PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0490 629.05 85.000 MH | 25.00000 2125.00| 30.00000 2550.00| 25.00000 2125.00
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 06/12/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : HOULTON TABULATION OF BIDS
CONTRACT ID : 008400.10
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|( 1 ) 000164 |( 2 ) 000272 |( 3 ) 000144
|C P M CONSTRUCTORS |A & V CONSTRUCTION, CORP. |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.10 5.000 HR | 40.00000 200.00| 30.00000 150.00| 25.00000 125.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0510 631.11 5.000 HR | 30.00000 150.00| 30.00000 150.00| 25.00000 125.00
AIR TOOL (INCLUDING OPERATOR) | | |
0520 631.12 10.000 HR | 100.00000 1000.00| 100.00000 1000.00| 90.00000 900.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0530 631.14 5.000 HR | 80.00000 400.00| 81.00000 405.00| 120.00000 600.00
GRADER (INCLUDING OPERATOR) | | |
0540 631.172 10.000 HR | 55.00000 550.00| 55.00000 550.00| 45.00000 450.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0550 639.19 1.600 EA | 1000.00000 1600.00| 2300.00000 3680.00| 4000.00000 6400.00
FIELD OFFICE TYPE B | | |
0560 652.30 3.000 EA | 4000.00000 12000.00| 1500.00000 4500.00| 4000.00000 12000.00
FLASHING ARROW BOARD | | |
0570 652.31 12.000 EA | 50.00000 600.00| 50.00000 600.00| 40.00000 480.00
TYPE I BARRICADE | | |
0580 652.312 8.000 EA | 150.00000 1200.00| 350.00000 2800.00| 400.00000 3200.00
TYPE III BARRICADE | | |
0590 652.33 88.000 EA | 55.00000 4840.00| 55.00000 4840.00| 50.00000 4400.00
DRUM | | |
0600 652.34 80.000 EA | 30.00000 2400.00| 20.00000 1600.00| 20.00000 1600.00
CONE | | |
0610 652.35 1430.000 SF | 12.00000 17160.00| 12.00000 17160.00| 8.75000 12512.50
CONSTRUCTION SIGNS | | |
0620 652.36 120.000 CD | 150.00000 18000.00| 180.00000 21600.00| 150.00000 18000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0630 652.38 1250.000 MH | 18.00000 22500.00| 18.00000 22500.00| 20.00000 25000.00
FLAGGER | | |
0640 656.75 LUMP| 30000.00000 30000.00| 33100.00000 33100.00| 35000.00000 35000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0650 659.10 LUMP| 128000.00000 128000.00| 125000.00000 125000.00| 145000.00000 145000.00
MOBILIZATION | | |
SECTION TOTALS | $ 1,271,116.80| $ 1,284,519.30| $ 1,378,512.20
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CONTRACT TOTALS | $ 1,271,116.80| $ 1,284,519.30| $ 1,378,512.20
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