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LETTING DATE : 07/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : YARMOUTH TABULATION OF BIDS
CONTRACT ID : 004259.00
=========
COMPLETION DATE : 11/01/01
PROJECT(S): BR-139S(7)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE REPLACEMENT ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001175 KEELEY CONSTRUCTION, CO., INC. $ 2,264,287.00 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 2,428,753.00 107.2635%
3 000164 C P M CONSTRUCTORS $ 2,768,750.50 122.2791%
4 000032 REED & REED, INC. $ 2,835,788.00 125.2398%
5 000416 T BUCK CONSTRUCTION INC. $ 3,163,169.00 139.6982%
====================================================================================================================================
|( 1 ) 001175 |( 2 ) 000063 |( 3 ) 000164
|KEELEY CONSTR., CO., INC. |WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 10000.00000 10000.00| 13000.00000 13000.00| 10000.00000 10000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 683.000 LS | 150000.00000 150000.00| 150000.00000 150000.00| 150000.00000 150000.00
REMOVING EXISTING BRIDGE | | |
0030 203.20 1550.000 M3 | 9.00000 13950.00| 8.50000 13175.00| 15.00000 23250.00
COMMON EXCAVATION | | |
0040 203.24 2625.000 M3 | 12.00000 31500.00| 11.00000 28875.00| 18.00000 47250.00
COMMON BORROW | | |
0050 203.26 8000.000 M3 | 15.00000 120000.00| 14.50000 116000.00| 35.00000 280000.00
GRAVEL BORROW | | |
0060 206.061 10.000 M3 | 9.00000 90.00| 35.00000 350.00| 35.00000 350.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 206.082 800.000 M3 | 9.00000 7200.00| 21.60000 17280.00| 25.00000 20000.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0080 209.29 19800.000 M | 3.25000 64350.00| 3.05000 60390.00| 4.00000 79200.00
VERTICAL DRAINAGE WICKS | | |
0090 211.45 1220.000 M3 | 12.00000 14640.00| 21.00000 25620.00| 21.00000 25620.00
SAND BLANKET | | |
LETTING DATE : 07/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : YARMOUTH TABULATION OF BIDS
CONTRACT ID : 004259.00
=========
====================================================================================================================================
|( 1 ) 001175 |( 2 ) 000063 |( 3 ) 000164
|KEELEY CONSTR., CO., INC. |WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 304.10 3350.000 M3 | 18.00000 60300.00| 17.80000 59630.00| 20.00000 67000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 403.207 600.000 MG | 42.00000 25200.00| 42.00000 25200.00| 43.00000 25800.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0120 403.208 400.000 MG | 50.00000 20000.00| 50.00000 20000.00| 50.00000 20000.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0130 403.209 40.000 MG | 110.00000 4400.00| 123.00000 4920.00| 115.00000 4600.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.210 35.000 MG | 60.00000 2100.00| 59.00000 2065.00| 60.00000 2100.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0150 409.15 200.000 L | 1.50000 300.00| 2.00000 400.00| 2.00000 400.00
BITUMINOUS TACK COAT APPLIED | | |
0160 501.231 2.000 EA | 3500.00000 7000.00| 2000.00000 4000.00| 5000.00000 10000.00
DYNAMIC LOADING TEST | | |
0170 501.50 1620.000 M | 108.00000 174960.00| 105.00000 170100.00| 125.00000 202500.00
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0180 501.501 1620.000 M | 10.00000 16200.00| 10.00000 16200.00| 10.00000 16200.00
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0190 501.90 40.000 EA | 150.00000 6000.00| 80.00000 3200.00| 100.00000 4000.00
PILE TIPS | | |
0200 501.91 70.000 EA | 30.00000 2100.00| 70.00000 4900.00| 1.00000 70.00
PILE SPLICES | | |
0210 501.92 LUMP| 25000.00000 25000.00| 10000.00000 10000.00| 10000.00000 10000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0220 502.219 310.000 LS | 140000.00000 140000.00| 148000.00000 148000.00| 130000.00000 130000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0230 502.25 19.000 LS | 9500.00000 9500.00| 12000.00000 12000.00| 10000.00000 10000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0240 502.31 20.000 LS | 5000.00000 5000.00| 5500.00000 5500.00| 5000.00000 5000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0250 502.49 13.000 LS | 5000.00000 5000.00| 7200.00000 7200.00| 10000.00000 10000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0260 503.12 19750.000 KG | 0.80000 15800.00| 0.80000 15800.00| 1.00000 19750.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0270 503.13 19750.000 KG | 0.50000 9875.00| 0.32000 6320.00| 0.50000 9875.00
REINFORCING STEEL, PLACING | | |
0280 507.0846 18.000 LS | 3800.00000 3800.00| 4600.00000 4600.00| 5000.00000 5000.00
BARRIER-MOUNTED STEEL BRIDGE RAILING: | | |
1-BAR | | |
LETTING DATE : 07/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : YARMOUTH TABULATION OF BIDS
CONTRACT ID : 004259.00
=========
====================================================================================================================================
|( 1 ) 001175 |( 2 ) 000063 |( 3 ) 000164
|KEELEY CONSTR., CO., INC. |WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 508.13 202.000 LS | 2850.00000 2850.00| 2500.00000 2500.00| 2500.00000 2500.00
MEMBRANE WATERPROOFING | | |
0300 510.10 LUMP| 175000.00000 175000.00| 205000.00000 205000.00| 375000.00000 375000.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED 6.6 m | | |
0310 511.07 LUMP| 26900.00000 26900.00| 50000.00000 50000.00| 32000.00000 32000.00
COFFERDAM: Abutment #1 | | |
0320 511.07 LUMP| 26900.00000 26900.00| 50000.00000 50000.00| 32000.00000 32000.00
COFFERDAM: Abutment #2 | | |
0330 512.081 28.000 LS | 2500.00000 2500.00| 4000.00000 4000.00| 4000.00000 4000.00
FRENCH DRAINS | | |
0340 514.06 1.000 EA | 1000.00000 1000.00| 700.00000 700.00| 750.00000 750.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0350 515.21 124.000 LS | 1240.00000 1240.00| 4200.00000 4200.00| 500.00000 500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0360 526.301 50.000 LS | 4000.00000 4000.00| 1500.00000 1500.00| 5000.00000 5000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0370 526.321 36.000 LS | 12600.00000 12600.00| 15000.00000 15000.00| 12000.00000 12000.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
0380 535.60 85.000 LS | 115000.00000 115000.00| 90000.00000 90000.00| 115000.00000 115000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0390 603.169 30.000 M | 80.00000 2400.00| 68.00000 2040.00| 110.00000 3300.00
375 MM CULVERT PIPE OPTION III | | |
0400 603.4411 30.000 M | 2750.00000 82500.00| 3175.00000 95250.00| 2100.00000 63000.00
1067 MM "JACKED" RCP CLASS IV | | |
0410 603.4712 30.000 M | 2750.00000 82500.00| 3400.00000 102000.00| 2200.00000 66000.00
1524 MM "JACKED" RCP CLASS IV | | |
0420 604.092 2.000 EA | 1500.00000 3000.00| 1500.00000 3000.00| 2000.00000 4000.00
CATCH BASIN TYPE B1-C | | |
0430 606.1721 4.000 EA | 850.00000 3400.00| 915.00000 3660.00| 900.00000 3600.00
BRIDGE TRANSITION - TYPE 1 | | |
0440 606.35 6.000 EA | 30.00000 180.00| 22.00000 132.00| 20.00000 120.00
GUARDRAIL DELINEATOR POST | | |
0450 606.47 4.000 EA | 35.00000 140.00| 36.00000 144.00| 34.00000 136.00
SINGLE WOOD POST | | |
0460 606.55 500.000 M | 34.00000 17000.00| 36.00000 18000.00| 34.00000 17000.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0470 606.76 4.000 EA | 1200.00000 4800.00| 1180.00000 4720.00| 1200.00000 4800.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0480 607.16 130.000 M | 40.00000 5200.00| 39.00000 5070.00| 40.00000 5200.00
CHAIN LINK FENCE - 1.2 METER | | |
LETTING DATE : 07/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : YARMOUTH TABULATION OF BIDS
CONTRACT ID : 004259.00
=========
====================================================================================================================================
|( 1 ) 001175 |( 2 ) 000063 |( 3 ) 000164
|KEELEY CONSTR., CO., INC. |WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 609.31 290.000 M | 12.00000 3480.00| 9.00000 2610.00| 12.00000 3480.00
CURB TYPE 3 | | |
0500 610.08 25.000 M3 | 45.00000 1125.00| 55.00000 1375.00| 50.00000 1250.00
PLAIN RIPRAP | | |
0510 615.0701 475.000 M3 | 25.00000 11875.00| 23.00000 10925.00| 16.50000 7837.50
LOAM - PLAN QUANTITY | | |
0520 617.381 1000.000 M3 | 18.00000 18000.00| 22.00000 22000.00| 38.00000 38000.00
WOOD WASTE EROSION CONTROL MIX | | |
0530 618.1411 90.000 UN | 20.00000 1800.00| 27.00000 2430.00| 15.00000 1350.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0540 618.25 100.000 M3 | 25.00000 2500.00| 27.00000 2700.00| 50.00000 5000.00
APPLIED WATER | | |
0550 619.1201 90.000 UN | 10.00000 900.00| 12.00000 1080.00| 9.00000 810.00
MULCH - PLAN QUANTITY | | |
0560 620.54 31.000 M2 | 10.00000 310.00| 3.00000 93.00| 15.00000 465.00
STABILIZATION GEOTEXTILE | | |
0570 620.60 8000.000 M2 | 3.00000 24000.00| 3.70000 29600.00| 3.00000 24000.00
REINFORCEMENT GEOTEXTILE | | |
0580 621.01 78.000 EA | 3.00000 234.00| 4.00000 312.00| 4.00000 312.00
EVERGREEN TREES (200 MM - 300 MM) | | |
0590 621.037 27.000 EA | 150.00000 4050.00| 145.00000 3915.00| 100.00000 2700.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0600 621.12 89.000 EA | 140.00000 12460.00| 138.00000 12282.00| 50.00000 4450.00
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP A | | |
0610 621.249 10.000 EA | 160.00000 1600.00| 160.00000 1600.00| 50.00000 500.00
LARGE DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0620 621.279 3.000 EA | 400.00000 1200.00| 375.00000 1125.00| 250.00000 750.00
LARGE DECIDUOUS TREE (65 MM - 75 MM | | |
CALIPER) GROUP A | | |
0630 621.535 446.000 EA | 30.00000 13380.00| 28.00000 12488.00| 15.00000 6690.00
DECIDUOUS SHRUBS (300 MM - 450 MM) | | |
GROUP A | | |
0640 621.54 94.000 EA | 30.00000 2820.00| 26.00000 2444.00| 20.00000 1880.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0650 621.541 57.000 EA | 40.00000 2280.00| 33.00000 1881.00| 25.00000 1425.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP B | | |
LETTING DATE : 07/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : YARMOUTH TABULATION OF BIDS
CONTRACT ID : 004259.00
=========
====================================================================================================================================
|( 1 ) 001175 |( 2 ) 000063 |( 3 ) 000164
|KEELEY CONSTR., CO., INC. |WYMAN & SIMPSON, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0660 621.65 32.000 EA | 40.00000 1280.00| 36.00000 1152.00| 15.00000 480.00
VINES (300 MM - 375 MM) GROUP A | | |
0670 627.71 800.000 M | 1.64000 1312.00| 1.75000 1400.00| 0.50000 400.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0680 627.73 400.000 M | 1.64000 656.00| 1.75000 700.00| 0.50000 200.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0690 629.05 50.000 MH | 25.00000 1250.00| 20.00000 1000.00| 22.00000 1100.00
HAND LABOR, STRAIGHT TIME | | |
0700 631.12 50.000 HR | 75.00000 3750.00| 85.00000 4250.00| 80.00000 4000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0710 631.14 50.000 HR | 65.00000 3250.00| 60.00000 3000.00| 125.00000 6250.00
GRADER (INCLUDING OPERATOR) | | |
0720 631.172 50.000 HR | 35.00000 1750.00| 35.00000 1750.00| 45.00000 2250.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0730 636.30 940.000 M2 | 500.00000 470000.00| 475.00000 446500.00| 420.00000 394800.00
M.S.E. RETAINING WALL | | |
0740 637.071 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 5500.00000 5500.00
DUST CONTROL | | |
0750 639.18 1.000 EA | 4500.00000 4500.00| 3500.00000 3500.00| 12000.00000 12000.00
FIELD OFFICE TYPE A | | |
0760 639.26 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| 10000.00000 10000.00
INSTRUMENTATION GEOTECHNICAL | | |
0770 652.31 20.000 EA | 50.00000 1000.00| 35.00000 700.00| 50.00000 1000.00
TYPE I BARRICADE | | |
0780 652.312 2.000 EA | 175.00000 350.00| 150.00000 300.00| 250.00000 500.00
TYPE III BARRICADE | | |
0790 652.33 40.000 EA | 40.00000 1600.00| 30.00000 1200.00| 55.00000 2200.00
DRUM | | |
0800 652.34 40.000 EA | 20.00000 800.00| 20.00000 800.00| 20.00000 800.00
CONE | | |
0810 652.35 30.000 M2 | 100.00000 3000.00| 100.00000 3000.00| 100.00000 3000.00
CONSTRUCTION SIGNS | | |
0820 652.361 365.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 5500.00000 5500.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0830 652.38 200.000 MH | 12.00000 2400.00| 15.00000 3000.00| 15.00000 3000.00
FLAGGER | | |
0840 659.101 LUMP| 125000.00000 125000.00| 230000.00000 230000.00| 280000.00000 280000.00
MOBILIZATION | | |
0850 660.21 1000.000 MH | 0.50000 500.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,264,287.00| $ 2,428,753.00| $ 2,768,750.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,264,287.00| $ 2,428,753.00| $ 2,768,750.50
====================================================================================================================================
LETTING DATE : 07/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : YARMOUTH TABULATION OF BIDS
CONTRACT ID : 004259.00
=========
====================================================================================================================================
|( 4 ) 000032 |( 5 ) 000416 |( )
|REED & REED INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 35000.00000 35000.00| 18000.00000 18000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 683.000 LS | 100000.00000 100000.00| 272000.00000 272000.00|
REMOVING EXISTING BRIDGE | | |
0030 203.20 1550.000 M3 | 18.00000 27900.00| 19.00000 29450.00|
COMMON EXCAVATION | | |
0040 203.24 2625.000 M3 | 16.50000 43312.50| 27.00000 70875.00|
COMMON BORROW | | |
0050 203.26 8000.000 M3 | 25.00000 200000.00| 20.00000 160000.00|
GRAVEL BORROW | | |
0060 206.061 10.000 M3 | 50.00000 500.00| 160.00000 1600.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 206.082 800.000 M3 | 10.00000 8000.00| 18.00000 14400.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0080 209.29 19800.000 M | 5.00000 99000.00| 5.50000 108900.00|
VERTICAL DRAINAGE WICKS | | |
0090 211.45 1220.000 M3 | 25.00000 30500.00| 25.00000 30500.00|
SAND BLANKET | | |
0100 304.10 3350.000 M3 | 24.00000 80400.00| 21.00000 70350.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 403.207 600.000 MG | 39.00000 23400.00| 55.00000 33000.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0120 403.208 400.000 MG | 46.00000 18400.00| 55.00000 22000.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0130 403.209 40.000 MG | 115.00000 4600.00| 85.00000 3400.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.210 35.000 MG | 55.00000 1925.00| 85.00000 2975.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0150 409.15 200.000 L | 1.50000 300.00| 1.50000 300.00|
BITUMINOUS TACK COAT APPLIED | | |
0160 501.231 2.000 EA | 2500.00000 5000.00| 3500.00000 7000.00|
DYNAMIC LOADING TEST | | |
0170 501.50 1620.000 M | 120.00000 194400.00| 108.00000 174960.00|
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0180 501.501 1620.000 M | 25.00000 40500.00| 10.00000 16200.00|
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
LETTING DATE : 07/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 7
LOCATION : YARMOUTH TABULATION OF BIDS
CONTRACT ID : 004259.00
=========
====================================================================================================================================
|( 4 ) 000032 |( 5 ) 000416 |( )
|REED & REED INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 501.90 40.000 EA | 175.00000 7000.00| 150.00000 6000.00|
PILE TIPS | | |
0200 501.91 70.000 EA | 175.00000 12250.00| 30.00000 2100.00|
PILE SPLICES | | |
0210 501.92 LUMP| 15000.00000 15000.00| 25000.00000 25000.00|
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0220 502.219 310.000 LS | 250000.00000 250000.00| 190000.00000 190000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0230 502.25 19.000 LS | 25000.00000 25000.00| 12875.00000 12875.00|
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0240 502.31 20.000 LS | 7500.00000 7500.00| 7400.00000 7400.00|
STRUCTURAL CONCRETE APPROACH SLABS | | |
0250 502.49 13.000 LS | 8500.00000 8500.00| 7000.00000 7000.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0260 503.12 19750.000 KG | 0.70000 13825.00| 0.64000 12640.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0270 503.13 19750.000 KG | 0.65000 12837.50| 0.50000 9875.00|
REINFORCING STEEL, PLACING | | |
0280 507.0846 18.000 LS | 7500.00000 7500.00| 5200.00000 5200.00|
BARRIER-MOUNTED STEEL BRIDGE RAILING: | | |
1-BAR | | |
0290 508.13 202.000 LS | 3500.00000 3500.00| 2250.00000 2250.00|
MEMBRANE WATERPROOFING | | |
0300 510.10 LUMP| 300000.00000 300000.00| 344000.00000 344000.00|
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED 6.6 m | | |
0310 511.07 LUMP| 50000.00000 50000.00| 26900.00000 26900.00|
COFFERDAM: Abutment #1 | | |
0320 511.07 LUMP| 50000.00000 50000.00| 26900.00000 26900.00|
COFFERDAM: Abutment #2 | | |
0330 512.081 28.000 LS | 8500.00000 8500.00| 4200.00000 4200.00|
FRENCH DRAINS | | |
0340 514.06 1.000 EA | 1500.00000 1500.00| 2500.00000 2500.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0350 515.21 124.000 LS | 3500.00000 3500.00| 1200.00000 1200.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0360 526.301 50.000 LS | 3500.00000 3500.00| 17680.00000 17680.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
LETTING DATE : 07/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 8
LOCATION : YARMOUTH TABULATION OF BIDS
CONTRACT ID : 004259.00
=========
====================================================================================================================================
|( 4 ) 000032 |( 5 ) 000416 |( )
|REED & REED INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 526.321 36.000 LS | 15000.00000 15000.00| 20000.00000 20000.00|
PERMANENT CONCRETE BARRIER TYPE III A | | |
0380 535.60 85.000 LS | 105000.00000 105000.00| 95800.00000 95800.00|
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0390 603.169 30.000 M | 85.00000 2550.00| 150.00000 4500.00|
375 MM CULVERT PIPE OPTION III | | |
0400 603.4411 30.000 M | 3200.00000 96000.00| 3500.00000 105000.00|
1067 MM "JACKED" RCP CLASS IV | | |
0410 603.4712 30.000 M | 3300.00000 99000.00| 3800.00000 114000.00|
1524 MM "JACKED" RCP CLASS IV | | |
0420 604.092 2.000 EA | 2200.00000 4400.00| 1300.00000 2600.00|
CATCH BASIN TYPE B1-C | | |
0430 606.1721 4.000 EA | 900.00000 3600.00| 825.00000 3300.00|
BRIDGE TRANSITION - TYPE 1 | | |
0440 606.35 6.000 EA | 20.00000 120.00| 38.00000 228.00|
GUARDRAIL DELINEATOR POST | | |
0450 606.47 4.000 EA | 35.00000 140.00| 40.00000 160.00|
SINGLE WOOD POST | | |
0460 606.55 500.000 M | 34.00000 17000.00| 36.00000 18000.00|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0470 606.76 4.000 EA | 1150.00000 4600.00| 1500.00000 6000.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0480 607.16 130.000 M | 37.00000 4810.00| 55.00000 7150.00|
CHAIN LINK FENCE - 1.2 METER | | |
0490 609.31 290.000 M | 10.00000 2900.00| 10.00000 2900.00|
CURB TYPE 3 | | |
0500 610.08 25.000 M3 | 75.00000 1875.00| 50.00000 1250.00|
PLAIN RIPRAP | | |
0510 615.0701 475.000 M3 | 35.00000 16625.00| 65.00000 30875.00|
LOAM - PLAN QUANTITY | | |
0520 617.381 1000.000 M3 | 32.00000 32000.00| 55.00000 55000.00|
WOOD WASTE EROSION CONTROL MIX | | |
0530 618.1411 90.000 UN | 25.00000 2250.00| 35.00000 3150.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0540 618.25 100.000 M3 | 25.00000 2500.00| 65.00000 6500.00|
APPLIED WATER | | |
0550 619.1201 90.000 UN | 11.00000 990.00| 35.00000 3150.00|
MULCH - PLAN QUANTITY | | |
0560 620.54 31.000 M2 | 4.00000 124.00| 13.00000 403.00|
STABILIZATION GEOTEXTILE | | |
0570 620.60 8000.000 M2 | 2.25000 18000.00| 4.20000 33600.00|
REINFORCEMENT GEOTEXTILE | | |
LETTING DATE : 07/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 9
LOCATION : YARMOUTH TABULATION OF BIDS
CONTRACT ID : 004259.00
=========
====================================================================================================================================
|( 4 ) 000032 |( 5 ) 000416 |( )
|REED & REED INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 621.01 78.000 EA | 3.00000 234.00| 75.00000 5850.00|
EVERGREEN TREES (200 MM - 300 MM) | | |
0590 621.037 27.000 EA | 135.00000 3645.00| 200.00000 5400.00|
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0600 621.12 89.000 EA | 129.00000 11481.00| 250.00000 22250.00|
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP A | | |
0610 621.249 10.000 EA | 149.00000 1490.00| 500.00000 5000.00|
LARGE DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0620 621.279 3.000 EA | 349.00000 1047.00| 600.00000 1800.00|
LARGE DECIDUOUS TREE (65 MM - 75 MM | | |
CALIPER) GROUP A | | |
0630 621.535 446.000 EA | 26.00000 11596.00| 35.00000 15610.00|
DECIDUOUS SHRUBS (300 MM - 450 MM) | | |
GROUP A | | |
0640 621.54 94.000 EA | 24.00000 2256.00| 55.00000 5170.00|
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0650 621.541 57.000 EA | 31.00000 1767.00| 45.00000 2565.00|
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP B | | |
0660 621.65 32.000 EA | 34.00000 1088.00| 55.00000 1760.00|
VINES (300 MM - 375 MM) GROUP A | | |
0670 627.71 800.000 M | 1.70000 1360.00| 1.64000 1312.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
0680 627.73 400.000 M | 1.70000 680.00| 1.64000 656.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0690 629.05 50.000 MH | 30.00000 1500.00| 25.00000 1250.00|
HAND LABOR, STRAIGHT TIME | | |
0700 631.12 50.000 HR | 85.00000 4250.00| 95.00000 4750.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0710 631.14 50.000 HR | 75.00000 3750.00| 110.00000 5500.00|
GRADER (INCLUDING OPERATOR) | | |
0720 631.172 50.000 HR | 40.00000 2000.00| 45.00000 2250.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0730 636.30 940.000 M2 | 525.00000 493500.00| 626.00000 588440.00|
M.S.E. RETAINING WALL | | |
0740 637.071 LUMP| 10000.00000 10000.00| 1200.00000 1200.00|
DUST CONTROL | | |
LETTING DATE : 07/07/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 10
LOCATION : YARMOUTH TABULATION OF BIDS
CONTRACT ID : 004259.00
=========
====================================================================================================================================
|( 4 ) 000032 |( 5 ) 000416 |( )
|REED & REED INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0750 639.18 1.000 EA | 8000.00000 8000.00| 6450.00000 6450.00|
FIELD OFFICE TYPE A | | |
0760 639.26 LUMP| 9000.00000 9000.00| 2500.00000 2500.00|
INSTRUMENTATION GEOTECHNICAL | | |
0770 652.31 20.000 EA | 100.00000 2000.00| 30.00000 600.00|
TYPE I BARRICADE | | |
0780 652.312 2.000 EA | 225.00000 450.00| 30.00000 60.00|
TYPE III BARRICADE | | |
0790 652.33 40.000 EA | 60.00000 2400.00| 150.00000 6000.00|
DRUM | | |
0800 652.34 40.000 EA | 15.00000 600.00| 20.00000 800.00|
CONE | | |
0810 652.35 30.000 M2 | 225.00000 6750.00| 100.00000 3000.00|
CONSTRUCTION SIGNS | | |
0820 652.361 365.000 LS | 10000.00000 10000.00| 12000.00000 12000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0830 652.38 200.000 MH | 12.00000 2400.00| 14.00000 2800.00|
FLAGGER | | |
0840 659.101 LUMP| 120000.00000 120000.00| 204000.00000 204000.00|
MOBILIZATION | | |
0850 660.21 1000.000 MH | 0.01000 10.00| 1.00000 1000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,835,788.00| $ 3,163,169.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,835,788.00| $ 3,163,169.00| $
====================================================================================================================================