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LETTING DATE : 04/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/09/03
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008996.56 COMPLETION DATE : 06/15/04
=========
PROJECT(S): BR-8996(56)X LOCATION(S): NEWPORT 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. $ 419,501.50 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 424,924.00 101.2926%
3 000416 T BUCK CONSTRUCTION INC. $ 431,547.63 102.8715%
4 000304 LOU SILVER INC. $ 431,733.40 102.9158%
5 000118 STETSON & WATSON, J. V. $ 439,504.50 104.7683%
6 000164 C P M CONSTRUCTORS $ 455,114.00 108.4892%
7 000054 THE DIAZ CORPORATION $ 527,280.00 125.6920%
====================================================================================================================================
|( 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 1.000 LS | 35000.00000 35000.00| 40000.00000 40000.00| 23500.00000 23500.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 370.000 M3 | 12.00000 4440.00| 11.00000 4070.00| 12.00000 4440.00
COMMON EXCAVATION | | |
0030 203.25 110.000 M3 | 38.00000 4180.00| 33.00000 3630.00| 26.00000 2860.00
GRANULAR BORROW | | |
0040 206.082 130.000 M3 | 47.00000 6110.00| 36.00000 4680.00| 18.50000 2405.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0050 304.10 380.000 M3 | 28.00000 10640.00| 18.00000 6840.00| 26.20000 9956.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.210 170.000 MG | 95.00000 16150.00| 125.00000 21250.00| 80.00000 13600.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0070 409.15 62.000 L | 0.50000 31.00| 4.00000 248.00| 0.25000 15.50
BITUMINOUS TACK COAT APPLIED | | |
0080 501.50 156.000 M | 160.00000 24960.00| 150.00000 23400.00| 157.00000 24492.00
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0090 501.501 132.000 M | 50.00000 6600.00| 25.00000 3300.00| 20.00000 2640.00
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
LETTING DATE : 04/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/09/03
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008996.56
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 501.90 12.000 EA | 480.00000 5760.00| 325.00000 3900.00| 150.00000 1800.00
PILE TIPS | | |
0110 501.91 6.000 EA | 10.00000 60.00| 50.00000 300.00| 10.00000 60.00
PILE SPLICES | | |
0120 501.92 LUMP| 12200.00000 12200.00| 15000.00000 15000.00| 18900.00000 18900.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0130 502.21 29.000 M3 | 790.00000 22910.00| 650.00000 18850.00| 515.00000 14935.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0140 502.49 6.000 LS | 17000.00000 17000.00| 15000.00000 15000.00| 9950.00000 9950.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0150 503.12 1650.000 KG | 3.00000 4950.00| 1.50000 2475.00| 0.90000 1485.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 1650.000 KG | 3.00000 4950.00| 1.00000 1650.00| 1.42000 2343.00
REINFORCING STEEL, PLACING | | |
0170 508.13 180.000 LS | 6840.00000 6840.00| 5000.00000 5000.00| 5500.00000 5500.00
MEMBRANE WATERPROOFING | | |
0180 514.06 1.000 EA | 480.00000 480.00| 700.00000 700.00| 800.00000 800.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0190 515.21 70.000 LS | 280.00000 280.00| 750.00000 750.00| 300.00000 300.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0200 526.301 13.000 LS | 4850.00000 4850.00| 2000.00000 2000.00| 1350.00000 1350.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0210 535.62 74.000 LS | 97100.00000 97100.00| 110000.00000 110000.00| 122950.00000 122950.00
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0220 606.35 6.000 EA | 35.00000 210.00| 42.00000 252.00| 35.00000 210.00
GUARDRAIL DELINEATOR POST | | |
0230 606.48 180.000 EA | 89.00000 16020.00| 105.00000 18900.00| 87.05000 15669.00
SINGLE GALVANIZED STEEL POST | | |
0240 606.55 651.500 M | 31.00000 20196.50| 38.00000 24757.00| 30.68000 19988.02
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0250 606.74 53.000 M | 160.00000 8480.00| 195.00000 10335.00| 160.87000 8526.11
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0260 606.78 4.000 EA | 910.00000 3640.00| 1080.00000 4320.00| 900.00000 3600.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0270 609.247 4.000 EA | 250.00000 1000.00| 285.00000 1140.00| 250.00000 1000.00
TERMINAL CURB TYPE 2 - 2.1 METER | | |
0280 610.08 330.000 M3 | 55.00000 18150.00| 57.00000 18810.00| 55.00000 18150.00
PLAIN RIPRAP | | |
LETTING DATE : 04/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/09/03
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008996.56
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 615.07 10.000 M3 | 50.00000 500.00| 30.00000 300.00| 75.00000 750.00
LOAM | | |
0300 618.1401 2.000 UN | 200.00000 400.00| 325.00000 650.00| 300.00000 600.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0310 619.1201 2.500 UN | 100.00000 250.00| 80.00000 200.00| 72.00000 180.00
MULCH - PLAN QUANTITY | | |
0320 619.1401 20.000 M3 | 50.00000 1000.00| 50.00000 1000.00| 60.00000 1200.00
EROSION CONTROL MIX | | |
0330 620.58 26.000 M2 | 4.00000 104.00| 3.00000 78.00| 15.00000 390.00
EROSION CONTROL GEOTEXTILE | | |
0340 627.711 330.000 M | 3.00000 990.00| 3.30000 1089.00| 4.10000 1353.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0350 627.76 LUMP| 2130.00000 2130.00| 2300.00000 2300.00| 2000.00000 2000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0360 629.05 20.000 HR | 35.00000 700.00| 25.00000 500.00| 35.00000 700.00
HAND LABOR, STRAIGHT TIME | | |
0370 631.12 10.000 HR | 100.00000 1000.00| 85.00000 850.00| 120.00000 1200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0380 631.14 10.000 HR | 90.00000 900.00| 75.00000 750.00| 115.00000 1150.00
GRADER (INCLUDING OPERATOR) | | |
0390 631.15 10.000 HR | 75.00000 750.00| 45.00000 450.00| 70.00000 700.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0400 631.172 20.000 HR | 55.00000 1100.00| 35.00000 700.00| 55.00000 1100.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0410 631.22 20.000 HR | 75.00000 1500.00| 50.00000 1000.00| 85.00000 1700.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0420 639.18 1.000 EA | 4500.00000 4500.00| 2500.00000 2500.00| 10000.00000 10000.00
FIELD OFFICE TYPE A | | |
0430 652.39 LUMP| 3500.00000 3500.00| 6000.00000 6000.00| 21500.00000 21500.00
WORK ZONE TRAFFIC CONTROL | | |
0440 656.75 LUMP| 6990.00000 6990.00| 3000.00000 3000.00| 14000.00000 14000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0450 659.10 LUMP| 40000.00000 40000.00| 42000.00000 42000.00| 41600.00000 41600.00
MOBILIZATION | | |
SECTION TOTALS | $ 419,501.50| $ 424,924.00| $ 431,547.63
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 419,501.50| $ 424,924.00| $ 431,547.63
====================================================================================================================================
LETTING DATE : 04/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/09/03
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008996.56
=========
====================================================================================================================================
|( 4 ) 000304 |( 5 ) 000118 |( 6 ) 000164
|LOU SILVER INC. |STETSON & WATSON, J. V. |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 202.19 1.000 LS | 16340.00000 16340.00| 75000.00000 75000.00| 86000.00000 86000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 370.000 M3 | 12.90000 4773.00| 10.00000 3700.00| 15.00000 5550.00
COMMON EXCAVATION | | |
0030 203.25 110.000 M3 | 20.85000 2293.50| 25.00000 2750.00| 35.00000 3850.00
GRANULAR BORROW | | |
0040 206.082 130.000 M3 | 20.00000 2600.00| 50.00000 6500.00| 30.00000 3900.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0050 304.10 380.000 M3 | 27.70000 10526.00| 18.00000 6840.00| 30.00000 11400.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.210 170.000 MG | 80.00000 13600.00| 80.00000 13600.00| 80.00000 13600.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0070 409.15 62.000 L | 0.25000 15.50| 0.25000 15.50| 0.25000 15.50
BITUMINOUS TACK COAT APPLIED | | |
0080 501.50 156.000 M | 157.00000 24492.00| 157.00000 24492.00| 175.00000 27300.00
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0090 501.501 132.000 M | 20.00000 2640.00| 20.00000 2640.00| 20.00000 2640.00
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0100 501.90 12.000 EA | 150.00000 1800.00| 150.00000 1800.00| 150.00000 1800.00
PILE TIPS | | |
0110 501.91 6.000 EA | 10.00000 60.00| 10.00000 60.00| 10.00000 60.00
PILE SPLICES | | |
0120 501.92 LUMP| 9492.00000 9492.00| 8000.00000 8000.00| 20000.00000 20000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0130 502.21 29.000 M3 | 512.50000 14862.50| 1000.00000 29000.00| 800.00000 23200.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0140 502.49 6.000 LS | 8222.00000 8222.00| 6000.00000 6000.00| 6000.00000 6000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0150 503.12 1650.000 KG | 1.35000 2227.50| 2.00000 3300.00| 1.00000 1650.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 1650.000 KG | 1.35000 2227.50| 2.00000 3300.00| 1.00000 1650.00
REINFORCING STEEL, PLACING | | |
0170 508.13 180.000 LS | 4140.00000 4140.00| 5000.00000 5000.00| 4500.00000 4500.00
MEMBRANE WATERPROOFING | | |
0180 514.06 1.000 EA | 760.00000 760.00| 800.00000 800.00| 750.00000 750.00
CURING BOX FOR CONCRETE CYLINDERS | | |
LETTING DATE : 04/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/09/03
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008996.56
=========
====================================================================================================================================
|( 4 ) 000304 |( 5 ) 000118 |( 6 ) 000164
|LOU SILVER INC. |STETSON & WATSON, J. V. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 515.21 70.000 LS | 875.00000 875.00| 600.00000 600.00| 500.00000 500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0200 526.301 13.000 LS | 1345.00000 1345.00| 2000.00000 2000.00| 2000.00000 2000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0210 535.62 74.000 LS | 122948.00000 122948.00| 110000.00000 110000.00| 105000.00000 105000.00
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0220 606.35 6.000 EA | 35.00000 210.00| 35.00000 210.00| 35.00000 210.00
GUARDRAIL DELINEATOR POST | | |
0230 606.48 180.000 EA | 87.05000 15669.00| 90.00000 16200.00| 90.00000 16200.00
SINGLE GALVANIZED STEEL POST | | |
0240 606.55 651.500 M | 41.60000 27102.40| 31.00000 20196.50| 31.00000 20196.50
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0250 606.74 53.000 M | 162.78000 8627.34| 160.00000 8480.00| 175.00000 9275.00
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0260 606.78 4.000 EA | 900.00000 3600.00| 700.00000 2800.00| 900.00000 3600.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0270 609.247 4.000 EA | 487.99000 1951.96| 250.00000 1000.00| 150.00000 600.00
TERMINAL CURB TYPE 2 - 2.1 METER | | |
0280 610.08 330.000 M3 | 55.45000 18298.50| 50.00000 16500.00| 45.00000 14850.00
PLAIN RIPRAP | | |
0290 615.07 10.000 M3 | 47.35000 473.50| 35.00000 350.00| 70.00000 700.00
LOAM | | |
0300 618.1401 2.000 UN | 300.00000 600.00| 100.00000 200.00| 300.00000 600.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0310 619.1201 2.500 UN | 72.00000 180.00| 35.00000 87.50| 100.00000 250.00
MULCH - PLAN QUANTITY | | |
0320 619.1401 20.000 M3 | 80.00000 1600.00| 20.00000 400.00| 80.00000 1600.00
EROSION CONTROL MIX | | |
0330 620.58 26.000 M2 | 7.70000 200.20| 3.00000 78.00| 4.00000 104.00
EROSION CONTROL GEOTEXTILE | | |
0340 627.711 330.000 M | 3.00000 990.00| 1.50000 495.00| 4.10000 1353.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0350 627.76 LUMP| 2150.00000 2150.00| 500.00000 500.00| 2000.00000 2000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0360 629.05 20.000 HR | 29.00000 580.00| 30.00000 600.00| 25.00000 500.00
HAND LABOR, STRAIGHT TIME | | |
0370 631.12 10.000 HR | 100.00000 1000.00| 90.00000 900.00| 80.00000 800.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 04/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/09/03
PAGE : 6
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008996.56
=========
====================================================================================================================================
|( 4 ) 000304 |( 5 ) 000118 |( 6 ) 000164
|LOU SILVER INC. |STETSON & WATSON, J. V. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 631.14 10.000 HR | 100.00000 1000.00| 85.00000 850.00| 100.00000 1000.00
GRADER (INCLUDING OPERATOR) | | |
0390 631.15 10.000 HR | 85.00000 850.00| 80.00000 800.00| 47.00000 470.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0400 631.172 20.000 HR | 55.00000 1100.00| 48.00000 960.00| 47.00000 940.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0410 631.22 20.000 HR | 85.00000 1700.00| 75.00000 1500.00| 75.00000 1500.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0420 639.18 1.000 EA | 8626.00000 8626.00| 5000.00000 5000.00| 9000.00000 9000.00
FIELD OFFICE TYPE A | | |
0430 652.39 LUMP| 37445.00000 37445.00| 5000.00000 5000.00| 7000.00000 7000.00
WORK ZONE TRAFFIC CONTROL | | |
0440 656.75 LUMP| 7840.00000 7840.00| 6000.00000 6000.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0450 659.10 LUMP| 43700.00000 43700.00| 45000.00000 45000.00| 36000.00000 36000.00
MOBILIZATION | | |
SECTION TOTALS | $ 431,733.40| $ 439,504.50| $ 455,114.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 431,733.40| $ 439,504.50| $ 455,114.00
====================================================================================================================================
LETTING DATE : 04/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/09/03
PAGE : 7
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008996.56
=========
====================================================================================================================================
|( 7 ) 000054 |( ) |( )
|THE DIAZ CORPORATION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 1.000 LS | 80000.00000 80000.00| |
REMOVING EXISTING BRIDGE | | |
0020 203.20 370.000 M3 | 14.00000 5180.00| |
COMMON EXCAVATION | | |
0030 203.25 110.000 M3 | 38.00000 4180.00| |
GRANULAR BORROW | | |
0040 206.082 130.000 M3 | 19.00000 2470.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0050 304.10 380.000 M3 | 29.00000 11020.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.210 170.000 MG | 110.00000 18700.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0070 409.15 62.000 L | 6.00000 372.00| |
BITUMINOUS TACK COAT APPLIED | | |
0080 501.50 156.000 M | 173.00000 26988.00| |
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0090 501.501 132.000 M | 22.00000 2904.00| |
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0100 501.90 12.000 EA | 165.00000 1980.00| |
PILE TIPS | | |
0110 501.91 6.000 EA | 11.00000 66.00| |
PILE SPLICES | | |
0120 501.92 LUMP| 24850.00000 24850.00| |
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0130 502.21 29.000 M3 | 553.00000 16037.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0140 502.49 6.000 LS | 4550.00000 4550.00| |
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0150 503.12 1650.000 KG | 1.00000 1650.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0160 503.13 1650.000 KG | 1.00000 1650.00| |
REINFORCING STEEL, PLACING | | |
0170 508.13 180.000 LS | 4945.00000 4945.00| |
MEMBRANE WATERPROOFING | | |
0180 514.06 1.000 EA | 800.00000 800.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
LETTING DATE : 04/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/09/03
PAGE : 8
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008996.56
=========
====================================================================================================================================
|( 7 ) 000054 |( ) |( )
|THE DIAZ CORPORATION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 515.21 70.000 LS | 200.00000 200.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0200 526.301 13.000 LS | 1500.00000 1500.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0210 535.62 74.000 LS | 120000.00000 120000.00| |
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0220 606.35 6.000 EA | 39.00000 234.00| |
GUARDRAIL DELINEATOR POST | | |
0230 606.48 180.000 EA | 96.00000 17280.00| |
SINGLE GALVANIZED STEEL POST | | |
0240 606.55 651.500 M | 34.00000 22151.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0250 606.74 53.000 M | 177.00000 9381.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0260 606.78 4.000 EA | 990.00000 3960.00| |
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0270 609.247 4.000 EA | 200.00000 800.00| |
TERMINAL CURB TYPE 2 - 2.1 METER | | |
0280 610.08 330.000 M3 | 85.00000 28050.00| |
PLAIN RIPRAP | | |
0290 615.07 10.000 M3 | 33.00000 330.00| |
LOAM | | |
0300 618.1401 2.000 UN | 330.00000 660.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0310 619.1201 2.500 UN | 110.00000 275.00| |
MULCH - PLAN QUANTITY | | |
0320 619.1401 20.000 M3 | 75.00000 1500.00| |
EROSION CONTROL MIX | | |
0330 620.58 26.000 M2 | 7.00000 182.00| |
EROSION CONTROL GEOTEXTILE | | |
0340 627.711 330.000 M | 4.50000 1485.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0350 627.76 LUMP| 2200.00000 2200.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0360 629.05 20.000 HR | 40.00000 800.00| |
HAND LABOR, STRAIGHT TIME | | |
0370 631.12 10.000 HR | 85.00000 850.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 04/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/09/03
PAGE : 9
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 008996.56
=========
====================================================================================================================================
|( 7 ) 000054 |( ) |( )
|THE DIAZ CORPORATION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 631.14 10.000 HR | 85.00000 850.00| |
GRADER (INCLUDING OPERATOR) | | |
0390 631.15 10.000 HR | 75.00000 750.00| |
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0400 631.172 20.000 HR | 50.00000 1000.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0410 631.22 20.000 HR | 75.00000 1500.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0420 639.18 1.000 EA | 10000.00000 10000.00| |
FIELD OFFICE TYPE A | | |
0430 652.39 LUMP| 32000.00000 32000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0440 656.75 LUMP| 11000.00000 11000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0450 659.10 LUMP| 50000.00000 50000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 527,280.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 527,280.00| $ 0.00| $
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