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LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 1
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010199.56 COMPLETION DATE : 10/30/04
=========
PROJECT(S): BR-1019(956)X LOCATION(S): Upton 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 001954 TECHNICAL CONSTRUCTION INC. $ 504,259.00 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 554,939.00 110.0504%
3 000164 C P M CONSTRUCTORS $ 584,013.00 115.8161%
4 000009 BANCROFT CONTRACTING CORP. $ 587,432.50 116.4942%
5 000032 REED & REED, INC. $ 596,461.00 118.2847%
6 000416 T BUCK CONSTRUCTION INC. $ 725,715.00 143.9171%
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000063 |( 3 ) 000164
|TECHNICAL CONSTRUCTION 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 202.19 10.000 LS | 15000.00000 15000.00| 50000.00000 50000.00| 30000.00000 30000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 700.000 M3 | 16.00000 11200.00| 13.20000 9240.00| 15.00000 10500.00
COMMON EXCAVATION | | |
0030 203.24 260.000 M3 | 15.00000 3900.00| 15.25000 3965.00| 8.00000 2080.00
COMMON BORROW | | |
0040 203.25 125.000 M3 | 38.00000 4750.00| 28.00000 3500.00| 35.00000 4375.00
GRANULAR BORROW | | |
0050 206.082 300.000 M3 | 15.00000 4500.00| 28.00000 8400.00| 20.00000 6000.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 950.000 M3 | 35.00000 33250.00| 19.00000 18050.00| 35.00000 33250.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.209 5.000 MG | 110.00000 550.00| 162.00000 810.00| 108.00000 540.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0080 403.210 255.000 MG | 110.00000 28050.00| 133.00000 33915.00| 108.00000 27540.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 403.211 9.000 MG | 110.00000 990.00| 162.00000 1458.00| 108.00000 972.00
HOT MIX ASPHALT (SHIM) | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 2
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010199.56
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000063 |( 3 ) 000164
|TECHNICAL CONSTRUCTION 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 409.15 100.000 L | 6.00000 600.00| 6.00000 600.00| 6.00000 600.00
BITUMINOUS TACK COAT APPLIED | | |
0110 501.231 1.000 EA | 5270.00000 5270.00| 3000.00000 3000.00| 7500.00000 7500.00
DYNAMIC LOADING TEST | | |
0120 501.52 120.000 M | 220.00000 26400.00| 217.00000 26040.00| 200.00000 24000.00
STEEL H-BEAM PILES 152 KG/M, DELIVERED | | |
0130 501.521 120.000 M | 10.00000 1200.00| 12.50000 1500.00| 10.00000 1200.00
STEEL H-BEAM PILES 152 KG/M, IN PLACE | | |
0140 501.90 8.000 EA | 230.00000 1840.00| 355.00000 2840.00| 300.00000 2400.00
PILE TIPS | | |
0150 501.91 4.000 EA | 10.00000 40.00| 200.00000 800.00| 10.00000 40.00
PILE SPLICES | | |
0160 501.92 LUMP| 16200.00000 16200.00| 8200.00000 8200.00| 25000.00000 25000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0170 502.49 7.000 LS | 14000.00000 14000.00| 13000.00000 13000.00| 6000.00000 6000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0180 503.12 730.000 KG | 2.00000 1460.00| 2.50000 1825.00| 2.00000 1460.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0190 503.13 730.000 KG | 2.00000 1460.00| 1.00000 730.00| 1.00000 730.00
REINFORCING STEEL, PLACING | | |
0200 507.0811 42.000 LS | 16100.00000 16100.00| 12400.00000 12400.00| 10000.00000 10000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0210 507.0812 4.000 EA | 1050.00000 4200.00| 2675.00000 10700.00| 1800.00000 7200.00
STEEL APPROACH RAILING : 2-BAR | | |
0220 508.14 175.000 LS | 7940.00000 7940.00| 6750.00000 6750.00| 6500.00000 6500.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0230 511.07 LUMP| 5090.00000 5090.00| 1500.00000 1500.00| 10000.00000 10000.00
COFFERDAM: ABUTMENT NO. 1 | | |
0240 511.07 LUMP| 5090.00000 5090.00| 1500.00000 1500.00| 10000.00000 10000.00
COFFERDAM: ABUTMENT NO. 2 | | |
0250 526.301 140.000 LS | 7490.00000 7490.00| 1500.00000 1500.00| 6000.00000 6000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0260 534.76 52.000 LS | 41300.00000 41300.00| 60000.00000 60000.00| 80000.00000 80000.00
PRECAST ABUTMENT | | |
0270 534.7601 16.000 LS | 16000.00000 16000.00| 20000.00000 20000.00| 20000.00000 20000.00
PRECAST APPROACH SLAB | | |
0280 535.62 90.000 LS | 127500.00000 127500.00| 146000.00000 146000.00| 150000.00000 150000.00
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0290 606.17 90.000 M | 47.00000 4230.00| 50.00000 4500.00| 46.00000 4140.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 3
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010199.56
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000063 |( 3 ) 000164
|TECHNICAL CONSTRUCTION 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.1722 3.000 EA | 730.00000 2190.00| 780.00000 2340.00| 725.00000 2175.00
BRIDGE TRANSITION - TYPE 2 | | |
0310 606.21 8.000 M | 57.00000 456.00| 60.00000 480.00| 56.00000 448.00
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0320 606.25 1.000 EA | 23.00000 23.00| 25.00000 25.00| 23.00000 23.00
TERMINAL CONNECTOR | | |
0330 606.2602 1.000 EA | 620.00000 620.00| 655.00000 655.00| 610.00000 610.00
TERMINAL END - TRAILING END | | |
0340 606.35 6.000 EA | 25.00000 150.00| 38.00000 228.00| 25.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0350 606.78 3.000 EA | 630.00000 1890.00| 670.00000 2010.00| 620.00000 1860.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0360 610.08 190.000 M3 | 60.00000 11400.00| 58.00000 11020.00| 50.00000 9500.00
PLAIN RIPRAP | | |
0370 613.319 50.000 M2 | 3.00000 150.00| 3.00000 150.00| 2.00000 100.00
EROSION CONTROL BLANKET | | |
0380 615.0701 50.000 M3 | 56.00000 2800.00| 34.00000 1700.00| 50.00000 2500.00
LOAM - PLAN QUANTITY | | |
0390 618.1401 10.000 UN | 41.00000 410.00| 65.00000 650.00| 55.00000 550.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0400 619.1201 10.000 UN | 41.00000 410.00| 50.00000 500.00| 40.00000 400.00
MULCH - PLAN QUANTITY | | |
0410 619.1401 100.000 M3 | 52.00000 5200.00| 40.00000 4000.00| 60.00000 6000.00
EROSION CONTROL MIX | | |
0420 627.711 540.000 M | 2.00000 1080.00| 2.20000 1188.00| 2.00000 1080.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0430 629.05 10.000 HR | 35.00000 350.00| 25.00000 250.00| 25.00000 250.00
HAND LABOR, STRAIGHT TIME | | |
0440 631.12 10.000 HR | 120.00000 1200.00| 90.00000 900.00| 75.00000 750.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0450 631.15 10.000 HR | 70.00000 700.00| 50.00000 500.00| 47.00000 470.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0460 631.171 10.000 HR | 60.00000 600.00| 35.00000 350.00| 47.00000 470.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0470 637.071 LUMP| 3440.00000 3440.00| 1250.00000 1250.00| 500.00000 500.00
DUST CONTROL | | |
0480 639.19 1.000 EA | 5000.00000 5000.00| 3500.00000 3500.00| 3000.00000 3000.00
FIELD OFFICE TYPE B | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 4
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010199.56
=========
====================================================================================================================================
|( 1 ) 001954 |( 2 ) 000063 |( 3 ) 000164
|TECHNICAL CONSTRUCTION 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 652.312 6.000 EA | 250.00000 1500.00| 200.00000 1200.00| 150.00000 900.00
TYPE III BARRICADE | | |
0500 652.33 10.000 EA | 45.00000 450.00| 35.00000 350.00| 55.00000 550.00
DRUM | | |
0510 652.34 20.000 EA | 18.00000 360.00| 25.00000 500.00| 20.00000 400.00
CONE | | |
0520 652.35 50.000 M2 | 100.00000 5000.00| 125.00000 6250.00| 110.00000 5500.00
CONSTRUCTION SIGNS | | |
0530 652.361 90.000 LS | 7350.00000 7350.00| 2500.00000 2500.00| 1000.00000 1000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0540 652.38 40.000 HR | 30.00000 1200.00| 18.00000 720.00| 20.00000 800.00
FLAGGER | | |
0550 656.75 LUMP| 4730.00000 4730.00| 4000.00000 4000.00| 1000.00000 1000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0560 659.10 LUMP| 40000.00000 40000.00| 55000.00000 55000.00| 55000.00000 55000.00
MOBILIZATION | | |
SECTION TOTALS | $ 504,259.00| $ 554,939.00| $ 584,013.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 504,259.00| $ 554,939.00| $ 584,013.00
====================================================================================================================================
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 5
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010199.56
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( 6 ) 000416
|BANCROFT CONTRACTING CORP. |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 202.19 10.000 LS | 45680.00000 45680.00| 93000.00000 93000.00| 57000.00000 57000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 700.000 M3 | 18.00000 12600.00| 10.00000 7000.00| 10.85000 7595.00
COMMON EXCAVATION | | |
0030 203.24 260.000 M3 | 30.00000 7800.00| 23.00000 5980.00| 17.30000 4498.00
COMMON BORROW | | |
0040 203.25 125.000 M3 | 30.00000 3750.00| 23.00000 2875.00| 36.70000 4587.50
GRANULAR BORROW | | |
0050 206.082 300.000 M3 | 25.00000 7500.00| 15.00000 4500.00| 18.00000 5400.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 950.000 M3 | 31.00000 29450.00| 25.00000 23750.00| 21.80000 20710.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.209 5.000 MG | 127.00000 635.00| 110.00000 550.00| 110.00000 550.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0080 403.210 255.000 MG | 127.00000 32385.00| 110.00000 28050.00| 110.00000 28050.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 403.211 9.000 MG | 127.00000 1143.00| 110.00000 990.00| 110.00000 990.00
HOT MIX ASPHALT (SHIM) | | |
0100 409.15 100.000 L | 6.50000 650.00| 6.00000 600.00| 5.50000 550.00
BITUMINOUS TACK COAT APPLIED | | |
0110 501.231 1.000 EA | 5310.00000 5310.00| 3000.00000 3000.00| 6000.00000 6000.00
DYNAMIC LOADING TEST | | |
0120 501.52 120.000 M | 225.00000 27000.00| 220.00000 26400.00| 190.00000 22800.00
STEEL H-BEAM PILES 152 KG/M, DELIVERED | | |
0130 501.521 120.000 M | 33.00000 3960.00| 60.00000 7200.00| 10.00000 1200.00
STEEL H-BEAM PILES 152 KG/M, IN PLACE | | |
0140 501.90 8.000 EA | 236.00000 1888.00| 150.00000 1200.00| 200.00000 1600.00
PILE TIPS | | |
0150 501.91 4.000 EA | 12.00000 48.00| 25.00000 100.00| 10.00000 40.00
PILE SPLICES | | |
0160 501.92 LUMP| 10625.00000 10625.00| 4000.00000 4000.00| 46500.00000 46500.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0170 502.49 7.000 LS | 8900.00000 8900.00| 12000.00000 12000.00| 9500.00000 9500.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0180 503.12 730.000 KG | 1.40000 1022.00| 2.00000 1460.00| 1.40000 1022.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 6
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010199.56
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( 6 ) 000416
|BANCROFT CONTRACTING CORP. |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 503.13 730.000 KG | 0.85000 620.50| 2.00000 1460.00| 2.10000 1533.00
REINFORCING STEEL, PLACING | | |
0200 507.0811 42.000 LS | 15490.00000 15490.00| 14000.00000 14000.00| 19500.00000 19500.00
STEEL BRIDGE RAILING, 2 BAR | | |
0210 507.0812 4.000 EA | 1305.00000 5220.00| 4200.00000 16800.00| 2950.00000 11800.00
STEEL APPROACH RAILING : 2-BAR | | |
0220 508.14 175.000 LS | 7385.00000 7385.00| 7500.00000 7500.00| 10500.00000 10500.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0230 511.07 LUMP| 5395.00000 5395.00| 5000.00000 5000.00| 11000.00000 11000.00
COFFERDAM: ABUTMENT NO. 1 | | |
0240 511.07 LUMP| 5395.00000 5395.00| 5000.00000 5000.00| 8000.00000 8000.00
COFFERDAM: ABUTMENT NO. 2 | | |
0250 526.301 140.000 LS | 5310.00000 5310.00| 15000.00000 15000.00| 9500.00000 9500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0260 534.76 52.000 LS | 69220.00000 69220.00| 60000.00000 60000.00| 81000.00000 81000.00
PRECAST ABUTMENT | | |
0270 534.7601 16.000 LS | 18006.00000 18006.00| 10000.00000 10000.00| 27200.00000 27200.00
PRECAST APPROACH SLAB | | |
0280 535.62 90.000 LS | 147990.00000 147990.00| 130000.00000 130000.00| 187888.50000 187888.50
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0290 606.17 90.000 M | 55.00000 4950.00| 46.00000 4140.00| 46.00000 4140.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0300 606.1722 3.000 EA | 855.00000 2565.00| 725.00000 2175.00| 725.00000 2175.00
BRIDGE TRANSITION - TYPE 2 | | |
0310 606.21 8.000 M | 66.00000 528.00| 56.00000 448.00| 56.00000 448.00
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0320 606.25 1.000 EA | 30.00000 30.00| 23.00000 23.00| 23.00000 23.00
TERMINAL CONNECTOR | | |
0330 606.2602 1.000 EA | 720.00000 720.00| 610.00000 610.00| 610.00000 610.00
TERMINAL END - TRAILING END | | |
0340 606.35 6.000 EA | 30.00000 180.00| 25.00000 150.00| 25.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0350 606.78 3.000 EA | 732.00000 2196.00| 620.00000 1860.00| 620.00000 1860.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0360 610.08 190.000 M3 | 52.00000 9880.00| 60.00000 11400.00| 72.50000 13775.00
PLAIN RIPRAP | | |
0370 613.319 50.000 M2 | 8.00000 400.00| 5.00000 250.00| 5.00000 250.00
EROSION CONTROL BLANKET | | |
0380 615.0701 50.000 M3 | 59.00000 2950.00| 40.00000 2000.00| 55.00000 2750.00
LOAM - PLAN QUANTITY | | |
0390 618.1401 10.000 UN | 65.00000 650.00| 55.00000 550.00| 55.00000 550.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 7
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010199.56
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( 6 ) 000416
|BANCROFT CONTRACTING CORP. |REED & REED INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 619.1201 10.000 UN | 48.00000 480.00| 40.00000 400.00| 40.00000 400.00
MULCH - PLAN QUANTITY | | |
0410 619.1401 100.000 M3 | 42.00000 4200.00| 45.00000 4500.00| 36.50000 3650.00
EROSION CONTROL MIX | | |
0420 627.711 540.000 M | 2.50000 1350.00| 2.00000 1080.00| 2.25000 1215.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0430 629.05 10.000 HR | 25.00000 250.00| 30.00000 300.00| 35.00000 350.00
HAND LABOR, STRAIGHT TIME | | |
0440 631.12 10.000 HR | 150.00000 1500.00| 75.00000 750.00| 105.00000 1050.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0450 631.15 10.000 HR | 80.00000 800.00| 60.00000 600.00| 70.00000 700.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0460 631.171 10.000 HR | 59.00000 590.00| 45.00000 450.00| 55.00000 550.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0470 637.071 LUMP| 5900.00000 5900.00| 5000.00000 5000.00| 3500.00000 3500.00
DUST CONTROL | | |
0480 639.19 1.000 EA | 5100.00000 5100.00| 6000.00000 6000.00| 7500.00000 7500.00
FIELD OFFICE TYPE B | | |
0490 652.312 6.000 EA | 526.00000 3156.00| 60.00000 360.00| 305.00000 1830.00
TYPE III BARRICADE | | |
0500 652.33 10.000 EA | 80.00000 800.00| 60.00000 600.00| 70.00000 700.00
DRUM | | |
0510 652.34 20.000 EA | 29.00000 580.00| 15.00000 300.00| 20.00000 400.00
CONE | | |
0520 652.35 50.000 M2 | 170.00000 8500.00| 20.00000 1000.00| 125.50000 6275.00
CONSTRUCTION SIGNS | | |
0530 652.361 90.000 LS | 1600.00000 1600.00| 6000.00000 6000.00| 8000.00000 8000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0540 652.38 40.000 HR | 19.00000 760.00| 15.00000 600.00| 25.00000 1000.00
FLAGGER | | |
0550 656.75 LUMP| 6490.00000 6490.00| 7500.00000 7500.00| 7650.00000 7650.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0560 659.10 LUMP| 39950.00000 39950.00| 50000.00000 50000.00| 67700.00000 67700.00
MOBILIZATION | | |
SECTION TOTALS | $ 587,432.50| $ 596,461.00| $ 725,715.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 587,432.50| $ 596,461.00| $ 725,715.00
====================================================================================================================================