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LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008929.00 COMPLETION DATE : 11/15/02
=========
PROJECT(S): BR-8929(00)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000272 A & V CONSTRUCTION, CORP. $ 617,803.98 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 679,800.00 110.0349%
3 000416 T BUCK CONSTRUCTION INC. $ 681,915.76 110.3774%
4 000164 C P M CONSTRUCTORS $ 720,351.00 116.5986%
5 001175 KEELEY CONSTRUCTION, CO., INC. $ 737,669.00 119.4018%
6 000032 REED & REED, INC. $ 762,682.80 123.4506%
7 000118 STETSON & WATSON, J. V. $ 829,078.00 134.1976%
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000063 |( 3 ) 000416
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, 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 202.19 580.000 LS | 79000.00000 79000.00| 140000.00000 140000.00| 93000.00000 93000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 2650.000 M3 | 10.50000 27825.00| 10.20000 27030.00| 11.50000 30475.00
COMMON EXCAVATION | | |
0030 203.26 2100.000 M3 | 19.25000 40425.00| 17.25000 36225.00| 29.50000 61950.00
GRAVEL BORROW | | |
0040 304.08 200.000 M3 | 27.00000 5400.00| 20.00000 4000.00| 30.00000 6000.00
AGGREGATE BASE COURSE - SCREENED | | |
0050 304.10 660.000 M3 | 19.25000 12705.00| 19.50000 12870.00| 23.50000 15510.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.208 110.000 MG | 110.00000 12100.00| 118.00000 12980.00| 110.00000 12100.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0070 403.210 25.000 MG | 110.00000 2750.00| 118.00000 2950.00| 110.00000 2750.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.213 100.000 MG | 110.00000 11000.00| 118.00000 11800.00| 110.00000 11000.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 501.231 1.000 EA | 4000.00000 4000.00| 3000.00000 3000.00| 4400.00000 4400.00
DYNAMIC LOADING TEST | | |
0100 501.40 235.000 M | 142.00000 33370.00| 105.00000 24675.00| 110.00000 25850.00
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008929.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000063 |( 3 ) 000416
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 501.401 235.000 M | 10.00000 2350.00| 10.00000 2350.00| 11.00000 2585.00
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
0120 501.90 10.000 EA | 100.00000 1000.00| 180.00000 1800.00| 110.00000 1100.00
PILE TIPS | | |
0130 501.91 10.000 EA | 150.00000 1500.00| 68.00000 680.00| 165.00000 1650.00
PILE SPLICES | | |
0140 501.92 LUMP| 3500.00000 3500.00| 6000.00000 6000.00| 3850.00000 3850.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0150 502.219 43.000 LS | 52350.00000 52350.00| 33000.00000 33000.00| 14500.00000 14500.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0160 502.25 11.000 LS | 5000.00000 5000.00| 10000.00000 10000.00| 5000.00000 5000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0170 503.12 1742.000 KG | 0.69000 1201.98| 1.00000 1742.00| 0.78000 1358.76
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0180 503.13 1742.000 KG | 0.50000 871.00| 0.50000 871.00| 1.00000 1742.00
REINFORCING STEEL, PLACING | | |
0190 508.13 140.000 LS | 2800.00000 2800.00| 2700.00000 2700.00| 2745.00000 2745.00
MEMBRANE WATERPROOFING | | |
0200 514.06 1.000 EA | 500.00000 500.00| 700.00000 700.00| 600.00000 600.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0210 515.21 76.000 LS | 350.00000 350.00| 1000.00000 1000.00| 150.00000 150.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0220 526.301 18.000 LS | 1600.00000 1600.00| 1000.00000 1000.00| 1650.00000 1650.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0230 526.321 29.500 LS | 10000.00000 10000.00| 11000.00000 11000.00| 9600.00000 9600.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
0240 535.60 45.000 LS | 79000.00000 79000.00| 65000.00000 65000.00| 80000.00000 80000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0250 603.151 10.000 M | 63.00000 630.00| 55.00000 550.00| 60.00000 600.00
300 MM CORRUGATED METAL PIPE | | |
0260 606.1721 4.000 EA | 900.00000 3600.00| 856.00000 3424.00| 900.00000 3600.00
BRIDGE TRANSITION - TYPE 1 | | |
0270 606.265 1.000 EA | 21.00000 21.00| 40.00000 40.00| 35.00000 35.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0280 606.35 6.000 EA | 21.00000 126.00| 32.00000 192.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0290 606.47 1.000 EA | 36.00000 36.00| 35.00000 35.00| 32.00000 32.00
SINGLE WOOD POST | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008929.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000063 |( 3 ) 000416
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.55 65.000 M | 39.00000 2535.00| 40.00000 2600.00| 40.00000 2600.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0310 606.60 8.000 M | 45.00000 360.00| 42.00000 336.00| 44.00000 352.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0320 606.76 3.000 EA | 1200.00000 3600.00| 1445.00000 4335.00| 1500.00000 4500.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0330 607.09 55.000 M | 70.00000 3850.00| 43.00000 2365.00| 45.00000 2475.00
WOVEN WIRE FENCE - METAL POSTS | | |
0340 610.08 315.000 M3 | 28.00000 8820.00| 55.00000 17325.00| 65.00000 20475.00
PLAIN RIPRAP | | |
0350 613.329 140.000 M2 | 2.00000 280.00| 6.00000 840.00| 2.00000 280.00
EXTENDED USE EROSION CONTROL BLANKETS | | |
0360 615.07 65.000 M3 | 52.00000 3380.00| 24.00000 1560.00| 35.00000 2275.00
LOAM | | |
0370 617.381 130.000 M3 | 22.00000 2860.00| 24.00000 3120.00| 30.00000 3900.00
EROSION CONTROL MIX | | |
0380 618.1411 14.000 UN | 35.00000 490.00| 40.00000 560.00| 38.50000 539.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0390 619.1201 14.000 UN | 25.00000 350.00| 30.00000 420.00| 27.50000 385.00
MULCH - PLAN QUANTITY | | |
0400 620.58 350.000 M2 | 2.50000 875.00| 2.00000 700.00| 3.00000 1050.00
EROSION CONTROL GEOTEXTILE | | |
0410 621.121 24.000 EA | 250.00000 6000.00| 250.00000 6000.00| 270.00000 6480.00
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP B | | |
0420 621.546 12.000 EA | 45.00000 540.00| 45.00000 540.00| 50.00000 600.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0430 627.73 130.000 M | 4.00000 520.00| 4.50000 585.00| 5.40000 702.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0440 629.05 20.000 MH | 20.00000 400.00| 22.00000 440.00| 22.50000 450.00
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 20.000 HR | 90.00000 1800.00| 80.00000 1600.00| 85.00000 1700.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.172 20.000 HR | 50.00000 1000.00| 35.00000 700.00| 50.00000 1000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0470 636.30 377.000 M2 | 279.00000 105183.00| 365.00000 137605.00| 390.00000 147030.00
M.S.E. RETAINING WALL | | |
0480 637.071 LUMP| 1250.00000 1250.00| 1000.00000 1000.00| 4400.00000 4400.00
DUST CONTROL | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008929.00
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000063 |( 3 ) 000416
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 639.18 1.000 EA | 3000.00000 3000.00| 3500.00000 3500.00| 6000.00000 6000.00
FIELD OFFICE TYPE A | | |
0500 652.31 8.000 EA | 100.00000 800.00| 35.00000 280.00| 125.00000 1000.00
TYPE I BARRICADE | | |
0510 652.312 6.000 EA | 200.00000 1200.00| 150.00000 900.00| 375.00000 2250.00
TYPE III BARRICADE | | |
0520 652.33 30.000 EA | 20.00000 600.00| 20.00000 600.00| 70.00000 2100.00
DRUM | | |
0530 652.34 30.000 EA | 10.00000 300.00| 15.00000 450.00| 22.00000 660.00
CONE | | |
0540 652.35 40.000 M2 | 110.00000 4400.00| 80.00000 3200.00| 145.00000 5800.00
CONSTRUCTION SIGNS | | |
0550 652.361 120.000 LS | 2500.00000 2500.00| 2500.00000 2500.00| 3000.00000 3000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0560 652.38 40.000 MH | 10.00000 400.00| 16.00000 640.00| 17.50000 700.00
FLAGGER | | |
0570 656.75 LUMP| 5500.00000 5500.00| 2500.00000 2500.00| 6700.00000 6700.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0580 659.10 LUMP| 60000.00000 60000.00| 64985.00000 64985.00| 58500.00000 58500.00
MOBILIZATION | | |
SECTION TOTALS | $ 617,803.98| $ 679,800.00| $ 681,915.76
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 617,803.98| $ 679,800.00| $ 681,915.76
====================================================================================================================================
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008929.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 001175 |( 6 ) 000032
|C P M CONSTRUCTORS |KEELEY CONSTR., CO., INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 580.000 LS | 120000.00000 120000.00| 110000.00000 110000.00| 75000.00000 75000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 2650.000 M3 | 15.00000 39750.00| 15.00000 39750.00| 8.00000 21200.00
COMMON EXCAVATION | | |
0030 203.26 2100.000 M3 | 20.00000 42000.00| 18.00000 37800.00| 10.00000 21000.00
GRAVEL BORROW | | |
0040 304.08 200.000 M3 | 25.00000 5000.00| 30.00000 6000.00| 25.00000 5000.00
AGGREGATE BASE COURSE - SCREENED | | |
0050 304.10 660.000 M3 | 25.00000 16500.00| 25.00000 16500.00| 25.00000 16500.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.208 110.000 MG | 110.00000 12100.00| 60.00000 6600.00| 110.00000 12100.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0070 403.210 25.000 MG | 110.00000 2750.00| 60.00000 1500.00| 110.00000 2750.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.213 100.000 MG | 110.00000 11000.00| 60.00000 6000.00| 110.00000 11000.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 501.231 1.000 EA | 5000.00000 5000.00| 5000.00000 5000.00| 6000.00000 6000.00
DYNAMIC LOADING TEST | | |
0100 501.40 235.000 M | 110.00000 25850.00| 110.00000 25850.00| 100.00000 23500.00
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0110 501.401 235.000 M | 10.00000 2350.00| 20.00000 4700.00| 15.00000 3525.00
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
0120 501.90 10.000 EA | 100.00000 1000.00| 110.00000 1100.00| 200.00000 2000.00
PILE TIPS | | |
0130 501.91 10.000 EA | 150.00000 1500.00| 100.00000 1000.00| 250.00000 2500.00
PILE SPLICES | | |
0140 501.92 LUMP| 30000.00000 30000.00| 4000.00000 4000.00| 5000.00000 5000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0150 502.219 43.000 LS | 35000.00000 35000.00| 28000.00000 28000.00| 55000.00000 55000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0160 502.25 11.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 25000.00000 25000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0170 503.12 1742.000 KG | 1.00000 1742.00| 1.00000 1742.00| 1.40000 2438.80
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0180 503.13 1742.000 KG | 1.00000 1742.00| 1.00000 1742.00| 1.00000 1742.00
REINFORCING STEEL, PLACING | | |
0190 508.13 140.000 LS | 2500.00000 2500.00| 2500.00000 2500.00| 2500.00000 2500.00
MEMBRANE WATERPROOFING | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008929.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 001175 |( 6 ) 000032
|C P M CONSTRUCTORS |KEELEY CONSTR., CO., INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 514.06 1.000 EA | 750.00000 750.00| 800.00000 800.00| 1000.00000 1000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0210 515.21 76.000 LS | 600.00000 600.00| 2000.00000 2000.00| 1500.00000 1500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0220 526.301 18.000 LS | 1000.00000 1000.00| 2000.00000 2000.00| 3000.00000 3000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0230 526.321 29.500 LS | 11000.00000 11000.00| 10000.00000 10000.00| 20000.00000 20000.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
0240 535.60 45.000 LS | 70000.00000 70000.00| 115000.00000 115000.00| 95000.00000 95000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0250 603.151 10.000 M | 120.00000 1200.00| 80.00000 800.00| 100.00000 1000.00
300 MM CORRUGATED METAL PIPE | | |
0260 606.1721 4.000 EA | 800.00000 3200.00| 1150.00000 4600.00| 800.00000 3200.00
BRIDGE TRANSITION - TYPE 1 | | |
0270 606.265 1.000 EA | 35.00000 35.00| 50.00000 50.00| 35.00000 35.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0280 606.35 6.000 EA | 30.00000 180.00| 25.00000 150.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0290 606.47 1.000 EA | 32.00000 32.00| 35.00000 35.00| 32.00000 32.00
SINGLE WOOD POST | | |
0300 606.55 65.000 M | 37.00000 2405.00| 50.00000 3250.00| 37.00000 2405.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0310 606.60 8.000 M | 40.00000 320.00| 60.00000 480.00| 40.00000 320.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0320 606.76 3.000 EA | 1350.00000 4050.00| 1500.00000 4500.00| 1350.00000 4050.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0330 607.09 55.000 M | 40.00000 2200.00| 30.00000 1650.00| 40.00000 2200.00
WOVEN WIRE FENCE - METAL POSTS | | |
0340 610.08 315.000 M3 | 50.00000 15750.00| 50.00000 15750.00| 60.00000 18900.00
PLAIN RIPRAP | | |
0350 613.329 140.000 M2 | 4.00000 560.00| 10.00000 1400.00| 3.50000 490.00
EXTENDED USE EROSION CONTROL BLANKETS | | |
0360 615.07 65.000 M3 | 50.00000 3250.00| 60.00000 3900.00| 40.00000 2600.00
LOAM | | |
0370 617.381 130.000 M3 | 36.00000 4680.00| 20.00000 2600.00| 35.00000 4550.00
EROSION CONTROL MIX | | |
0380 618.1411 14.000 UN | 40.00000 560.00| 20.00000 280.00| 50.00000 700.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0390 619.1201 14.000 UN | 15.00000 210.00| 10.00000 140.00| 50.00000 700.00
MULCH - PLAN QUANTITY | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 7
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008929.00
=========
====================================================================================================================================
|( 4 ) 000164 |( 5 ) 001175 |( 6 ) 000032
|C P M CONSTRUCTORS |KEELEY CONSTR., CO., INC. |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 620.58 350.000 M2 | 1.50000 525.00| 5.00000 1750.00| 3.50000 1225.00
EROSION CONTROL GEOTEXTILE | | |
0410 621.121 24.000 EA | 200.00000 4800.00| 100.00000 2400.00| 250.00000 6000.00
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP B | | |
0420 621.546 12.000 EA | 40.00000 480.00| 50.00000 600.00| 45.00000 540.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0430 627.73 130.000 M | 5.00000 650.00| 5.00000 650.00| 5.00000 650.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0440 629.05 20.000 MH | 20.00000 400.00| 20.00000 400.00| 30.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 20.000 HR | 70.00000 1400.00| 65.00000 1300.00| 90.00000 1800.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.172 20.000 HR | 38.00000 760.00| 40.00000 800.00| 50.00000 1000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0470 636.30 377.000 M2 | 360.00000 135720.00| 400.00000 150800.00| 500.00000 188500.00
M.S.E. RETAINING WALL | | |
0480 637.071 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00
DUST CONTROL | | |
0490 639.18 1.000 EA | 5000.00000 5000.00| 5000.00000 5000.00| 7000.00000 7000.00
FIELD OFFICE TYPE A | | |
0500 652.31 8.000 EA | 50.00000 400.00| 50.00000 400.00| 125.00000 1000.00
TYPE I BARRICADE | | |
0510 652.312 6.000 EA | 150.00000 900.00| 300.00000 1800.00| 125.00000 750.00
TYPE III BARRICADE | | |
0520 652.33 30.000 EA | 55.00000 1650.00| 80.00000 2400.00| 75.00000 2250.00
DRUM | | |
0530 652.34 30.000 EA | 20.00000 600.00| 20.00000 600.00| 15.00000 450.00
CONE | | |
0540 652.35 40.000 M2 | 105.00000 4200.00| 125.00000 5000.00| 225.00000 9000.00
CONSTRUCTION SIGNS | | |
0550 652.361 120.000 LS | 1000.00000 1000.00| 5000.00000 5000.00| 10000.00000 10000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0560 652.38 40.000 MH | 15.00000 600.00| 15.00000 600.00| 20.00000 800.00
FLAGGER | | |
0570 656.75 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 3500.00000 3500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0580 659.10 LUMP| 70000.00000 70000.00| 75000.00000 75000.00| 70000.00000 70000.00
MOBILIZATION | | |
SECTION TOTALS | $ 720,351.00| $ 737,669.00| $ 762,682.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 720,351.00| $ 737,669.00| $ 762,682.80
====================================================================================================================================
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 8
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008929.00
=========
====================================================================================================================================
|( 7 ) 000118 |( ) |( )
|STETSON & WATSON, J. V. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 580.000 LS | 235000.00000 235000.00| |
REMOVING EXISTING BRIDGE | | |
0020 203.20 2650.000 M3 | 25.00000 66250.00| |
COMMON EXCAVATION | | |
0030 203.26 2100.000 M3 | 30.00000 63000.00| |
GRAVEL BORROW | | |
0040 304.08 200.000 M3 | 35.00000 7000.00| |
AGGREGATE BASE COURSE - SCREENED | | |
0050 304.10 660.000 M3 | 20.00000 13200.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.208 110.000 MG | 125.00000 13750.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0070 403.210 25.000 MG | 125.00000 3125.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.213 100.000 MG | 125.00000 12500.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0090 501.231 1.000 EA | 4000.00000 4000.00| |
DYNAMIC LOADING TEST | | |
0100 501.40 235.000 M | 100.00000 23500.00| |
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0110 501.401 235.000 M | 10.00000 2350.00| |
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
0120 501.90 10.000 EA | 100.00000 1000.00| |
PILE TIPS | | |
0130 501.91 10.000 EA | 150.00000 1500.00| |
PILE SPLICES | | |
0140 501.92 LUMP| 3500.00000 3500.00| |
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0150 502.219 43.000 LS | 15000.00000 15000.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0160 502.25 11.000 LS | 7500.00000 7500.00| |
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0170 503.12 1742.000 KG | 1.00000 1742.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0180 503.13 1742.000 KG | 1.00000 1742.00| |
REINFORCING STEEL, PLACING | | |
0190 508.13 140.000 LS | 2500.00000 2500.00| |
MEMBRANE WATERPROOFING | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 9
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008929.00
=========
====================================================================================================================================
|( 7 ) 000118 |( ) |( )
|STETSON & WATSON, J. V. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 514.06 1.000 EA | 600.00000 600.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0210 515.21 76.000 LS | 500.00000 500.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0220 526.301 18.000 LS | 1000.00000 1000.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0230 526.321 29.500 LS | 12000.00000 12000.00| |
PERMANENT CONCRETE BARRIER TYPE III A | | |
0240 535.60 45.000 LS | 55000.00000 55000.00| |
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0250 603.151 10.000 M | 100.00000 1000.00| |
300 MM CORRUGATED METAL PIPE | | |
0260 606.1721 4.000 EA | 800.00000 3200.00| |
BRIDGE TRANSITION - TYPE 1 | | |
0270 606.265 1.000 EA | 35.00000 35.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0280 606.35 6.000 EA | 30.00000 180.00| |
GUARDRAIL DELINEATOR POST | | |
0290 606.47 1.000 EA | 32.00000 32.00| |
SINGLE WOOD POST | | |
0300 606.55 65.000 M | 36.00000 2340.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0310 606.60 8.000 M | 40.00000 320.00| |
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0320 606.76 3.000 EA | 1350.00000 4050.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0330 607.09 55.000 M | 40.00000 2200.00| |
WOVEN WIRE FENCE - METAL POSTS | | |
0340 610.08 315.000 M3 | 75.00000 23625.00| |
PLAIN RIPRAP | | |
0350 613.329 140.000 M2 | 3.00000 420.00| |
EXTENDED USE EROSION CONTROL BLANKETS | | |
0360 615.07 65.000 M3 | 50.00000 3250.00| |
LOAM | | |
0370 617.381 130.000 M3 | 50.00000 6500.00| |
EROSION CONTROL MIX | | |
0380 618.1411 14.000 UN | 50.00000 700.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0390 619.1201 14.000 UN | 50.00000 700.00| |
MULCH - PLAN QUANTITY | | |
LETTING DATE : 04/10/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 10
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008929.00
=========
====================================================================================================================================
|( 7 ) 000118 |( ) |( )
|STETSON & WATSON, J. V. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 620.58 350.000 M2 | 3.00000 1050.00| |
EROSION CONTROL GEOTEXTILE | | |
0410 621.121 24.000 EA | 250.00000 6000.00| |
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP B | | |
0420 621.546 12.000 EA | 45.00000 540.00| |
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0430 627.73 130.000 M | 5.00000 650.00| |
100 MM YELLOW PAVEMENT MARKING LINE | | |
0440 629.05 20.000 MH | 30.00000 600.00| |
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 20.000 HR | 100.00000 2000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.172 20.000 HR | 50.00000 1000.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0470 636.30 377.000 M2 | 320.00000 120640.00| |
M.S.E. RETAINING WALL | | |
0480 637.071 LUMP| 1000.00000 1000.00| |
DUST CONTROL | | |
0490 639.18 1.000 EA | 4000.00000 4000.00| |
FIELD OFFICE TYPE A | | |
0500 652.31 8.000 EA | 50.00000 400.00| |
TYPE I BARRICADE | | |
0510 652.312 6.000 EA | 150.00000 900.00| |
TYPE III BARRICADE | | |
0520 652.33 30.000 EA | 50.00000 1500.00| |
DRUM | | |
0530 652.34 30.000 EA | 20.00000 600.00| |
CONE | | |
0540 652.35 40.000 M2 | 125.00000 5000.00| |
CONSTRUCTION SIGNS | | |
0550 652.361 120.000 LS | 2000.00000 2000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0560 652.38 40.000 MH | 12.00000 480.00| |
FLAGGER | | |
0570 656.75 LUMP| 2000.00000 2000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0580 659.10 LUMP| 82907.00000 82907.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 829,078.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 829,078.00| $ 0.00| $
====================================================================================================================================