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LETTING DATE : 08/31/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/31/05
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011208.00 COMPLETION DATE : 09/16/06
=========
PROJECT(S): STP-1120(800)X LOCATION(S): CHESTER MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : CHESTER, HIGHWAY RESURFACING NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 LANE CONSTRUCTION CORP. (THE) $ 2,887,218.50 100.0000%
2 000304 LOU SILVER, INC. $ 2,904,256.50 100.5901%
3 000014 FARRIN BROS. & SMITH, INC. $ 2,949,000.00 102.1398%
4 000036 H E SARGENT, INC. $ 3,141,451.10 108.8055%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 000014
|LANE CONSTRUCTION CORP. (TH |LOU SILVER, INC. |FARRIN BROS. & SMITH, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.400 AC | 10000.00000 4000.00| 62500.00000 25000.00| 12500.00000 5000.00
CLEARING | | |
0020 201.23 4.000 EA | 250.00000 1000.00| 350.00000 1400.00| 650.00000 2600.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 9.000 EA | 250.00000 2250.00| 315.00000 2835.00| 250.00000 2250.00
REMOVING STUMP | | |
0040 202.203 140.000 SY | 20.00000 2800.00| 18.00000 2520.00| 18.00000 2520.00
PAVEMENT BUTT JOINTS | | |
0050 203.20 12280.000 CY | 11.00000 135080.00| 11.85000 145518.00| 12.00000 147360.00
COMMON EXCAVATION | | |
0060 203.25 1830.000 CY | 12.00000 21960.00| 13.95000 25528.50| 14.00000 25620.00
GRANULAR BORROW | | |
0070 204.41 15000.000 SY | 3.50000 52500.00| 3.17000 47550.00| 11.00000 165000.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0080 205.51 230.000 SY | 13.00000 2990.00| 20.00000 4600.00| 11.00000 2530.00
WIDENING OF EXISTING SHOULDER | | |
0090 206.061 20.000 CY | 20.00000 400.00| 30.00000 600.00| 20.00000 400.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.07 20.000 CY | 200.00000 4000.00| 200.00000 4000.00| 300.00000 6000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
LETTING DATE : 08/31/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/31/05
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011208.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 000014
|LANE CONSTRUCTION CORP. (TH |LOU SILVER, INC. |FARRIN BROS. & SMITH, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 211.20 16360.000 LF | 3.50000 57260.00| 3.50000 57260.00| 3.50000 57260.00
INSLOPE EXCAVATION | | |
0120 211.30 22720.000 LF | 5.00000 113600.00| 4.00000 90880.00| 4.00000 90880.00
DITCH EXCAVATION | | |
0130 304.10 10140.000 CY | 18.00000 182520.00| 13.15000 133341.00| 14.00000 141960.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 304.103 400.000 CY | 20.00000 8000.00| 60.00000 24000.00| 60.00000 24000.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0150 309.36 68520.000 SY | 9.90000 678348.00| 11.00000 753720.00| 11.25000 770850.00
FULL DEPTH REC PAVEMENT W/FOAM ASPHALT | | |
6 INCH DEPTH | | |
0160 403.209 220.000 T | 120.00000 26400.00| 125.00000 27500.00| 100.00000 22000.00
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0170 403.210 6160.000 T | 53.60000 330176.00| 55.00000 338800.00| 52.00000 320320.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0180 403.213 8620.000 T | 51.90000 447378.00| 55.00000 474100.00| 52.00000 448240.00
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0190 409.15 4940.000 G | 3.50000 17290.00| 5.00000 24700.00| 5.00000 24700.00
BITUMINOUS TACK COAT APPLIED | | |
0200 411.10 100.000 CY | 50.00000 5000.00| 52.00000 5200.00| 70.00000 7000.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0210 411.12 10.000 T | 50.00000 500.00| 60.00000 600.00| 80.00000 800.00
CRUSHED STONE SURFACE | | |
0220 603.15 60.000 LF | 35.00000 2100.00| 35.00000 2100.00| 33.00000 1980.00
12 INCH CULVERT PIPE OPTION I | | |
0230 603.16 656.000 LF | 40.00000 26240.00| 38.00000 24928.00| 35.00000 22960.00
15 INCH CULVERT PIPE OPTION I | | |
0240 603.169 33.000 LF | 65.00000 2145.00| 65.00000 2145.00| 70.00000 2310.00
15 INCH CULVERT PIPE OPTION III | | |
0250 603.17 390.000 LF | 42.00000 16380.00| 41.00000 15990.00| 40.00000 15600.00
18 INCH CULVERT PIPE OPTION I | | |
0260 603.179 565.000 LF | 70.00000 39550.00| 65.00000 36725.00| 80.00000 45200.00
18 INCH CULVERT PIPE OPTION III | | |
0270 603.199 175.000 LF | 75.00000 13125.00| 120.00000 21000.00| 100.00000 17500.00
24 INCH CULVERT PIPE OPTION III | | |
0280 603.7315 42.000 LF | 40.00000 1680.00| 60.00000 2520.00| 35.00000 1470.00
REMOVE & RELAY 15 INCH METAL PIPE | | |
0290 604.092 5.000 EA | 1900.00000 9500.00| 2200.00000 11000.00| 2000.00000 10000.00
CATCH BASIN TYPE B1-C | | |
LETTING DATE : 08/31/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/31/05
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011208.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 000014
|LANE CONSTRUCTION CORP. (TH |LOU SILVER, INC. |FARRIN BROS. & SMITH, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 604.16 1.000 EA | 500.00000 500.00| 650.00000 650.00| 800.00000 800.00
ALTERING CATCH BASIN TO MANHOLES | | |
0310 604.18 1.000 EA | 500.00000 500.00| 500.00000 500.00| 800.00000 800.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0320 605.09 100.000 LF | 60.00000 6000.00| 25.00000 2500.00| 33.00000 3300.00
6 INCH UNDERDRAIN TYPE B | | |
0330 605.11 1246.000 LF | 65.00000 80990.00| 42.00000 52332.00| 38.00000 47348.00
12 INCH UNDERDRAIN TYPE C | | |
0340 605.12 270.000 LF | 67.00000 18090.00| 44.00000 11880.00| 40.00000 10800.00
15 INCH UNDERDRAIN TYPE C | | |
0350 605.13 160.000 LF | 70.00000 11200.00| 46.00000 7360.00| 42.00000 6720.00
18 INCH UNDERDRAIN TYPE C | | |
0360 606.1722 4.000 EA | 675.00000 2700.00| 675.00000 2700.00| 675.00000 2700.00
BRIDGE TRANSITION - TYPE 2 | | |
0370 606.23 150.000 LF | 13.50000 2025.00| 13.50000 2025.00| 13.50000 2025.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0380 606.232 50.000 LF | 20.20000 1010.00| 20.20000 1010.00| 20.20000 1010.00
GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS | | |
0390 606.265 2.000 EA | 32.00000 64.00| 32.00000 64.00| 32.00000 64.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0400 606.353 15.000 EA | 14.00000 210.00| 14.00000 210.00| 14.00000 210.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0410 606.754 2.000 EA | 400.00000 800.00| 1500.00000 3000.00| 1500.00000 3000.00
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0420 606.79 2.000 EA | 1690.00000 3380.00| 1690.00000 3380.00| 1690.00000 3380.00
GUARDRAIL 350 FLARED TERMINAL | | |
0430 607.24 1000.000 LF | 3.00000 3000.00| 5.90000 5900.00| 5.90000 5900.00
REMOVE AND RESET FENCE | | |
0440 609.31 1180.000 LF | 6.50000 7670.00| 6.00000 7080.00| 8.00000 9440.00
CURB TYPE 3 | | |
0450 610.08 160.000 CY | 60.00000 9600.00| 45.00000 7200.00| 70.00000 11200.00
PLAIN RIPRAP | | |
0460 613.319 11540.000 SY | 2.00000 23080.00| 2.00000 23080.00| 2.25000 25965.00
EROSION CONTROL BLANKET | | |
0470 615.07 380.000 CY | 40.00000 15200.00| 32.50000 12350.00| 30.00000 11400.00
LOAM | | |
0480 618.1301 117.000 UN | 16.25000 1901.25| 30.00000 3510.00| 27.00000 3159.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
LETTING DATE : 08/31/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/31/05
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011208.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 000014
|LANE CONSTRUCTION CORP. (TH |LOU SILVER, INC. |FARRIN BROS. & SMITH, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 618.1401 754.000 UN | 14.00000 10556.00| 26.00000 19604.00| 16.47000 12418.38
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0500 619.1201 871.000 UN | 7.75000 6750.25| 11.00000 9581.00| 9.00000 7839.00
MULCH - PLAN QUANTITY | | |
0510 620.54 4730.000 SY | 2.00000 9460.00| 2.00000 9460.00| 4.00000 18920.00
STABILIZATION GEOTEXTILE | | |
0520 620.58 320.000 SY | 2.00000 640.00| 3.50000 1120.00| 4.00000 1280.00
EROSION CONTROL GEOTEXTILE | | |
0530 627.75 150.000 SF | 8.00000 1200.00| 8.00000 1200.00| 8.00000 1200.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0540 627.76 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 7000.00000 7000.00
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0550 629.05 20.000 HR | 25.00000 500.00| 25.00000 500.00| 25.00000 500.00
HAND LABOR, STRAIGHT TIME | | |
0560 631.10 10.000 HR | 35.00000 350.00| 35.00000 350.00| 25.00000 250.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0570 631.11 10.000 HR | 35.00000 350.00| 10.00000 100.00| 25.00000 250.00
AIR TOOL (INCLUDING OPERATOR) | | |
0580 631.12 40.000 HR | 100.00000 4000.00| 100.00000 4000.00| 50.00000 2000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0590 631.132 20.000 HR | 55.00000 1100.00| 65.00000 1300.00| 25.00000 500.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0600 631.14 20.000 HR | 100.00000 2000.00| 80.00000 1600.00| 50.00000 1000.00
GRADER (INCLUDING OPERATOR) | | |
0610 631.172 120.000 HR | 50.00000 6000.00| 60.00000 7200.00| 25.00000 3000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0620 631.18 20.000 HR | 30.00000 600.00| 35.00000 700.00| 35.00000 700.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0630 631.32 20.000 HR | 150.00000 3000.00| 175.00000 3500.00| 50.00000 1000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0640 639.19 1.000 EA | 12000.00000 12000.00| 10000.00000 10000.00| 9000.00000 9000.00
FIELD OFFICE TYPE B | | |
0650 652.38 4860.000 HR | 17.00000 82620.00| 15.00000 72900.00| 18.00000 87480.00
FLAGGER | | |
0660 652.39 LUMP| 40000.00000 40000.00| 72500.00000 72500.00| 60000.00000 60000.00
WORK ZONE TRAFFIC CONTROL | | |
0670 656.75 LUMP| 20000.00000 20000.00| 28850.00000 28850.00| 35000.00000 35000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 08/31/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/31/05
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011208.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 000014
|LANE CONSTRUCTION CORP. (TH |LOU SILVER, INC. |FARRIN BROS. & SMITH, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 659.10 LUMP| 280000.00000 280000.00| 185000.00000 185000.00| 156131.62000 156131.62
MOBILIZATION | | |
0690 660.21 2000.000 HR | 2.00000 4000.00| 1.00000 2000.00| 5.00000 10000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,887,218.50| $ 2,904,256.50| $ 2,949,000.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,887,218.50| $ 2,904,256.50| $ 2,949,000.00
====================================================================================================================================
LETTING DATE : 08/31/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/31/05
PAGE : 6
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011208.00
=========
====================================================================================================================================
|( 4 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.400 AC | 15000.00000 6000.00| |
CLEARING | | |
0020 201.23 4.000 EA | 250.00000 1000.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 9.000 EA | 250.00000 2250.00| |
REMOVING STUMP | | |
0040 202.203 140.000 SY | 20.00000 2800.00| |
PAVEMENT BUTT JOINTS | | |
0050 203.20 12280.000 CY | 14.00000 171920.00| |
COMMON EXCAVATION | | |
0060 203.25 1830.000 CY | 20.00000 36600.00| |
GRANULAR BORROW | | |
0070 204.41 15000.000 SY | 3.00000 45000.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0080 205.51 230.000 SY | 5.00000 1150.00| |
WIDENING OF EXISTING SHOULDER | | |
0090 206.061 20.000 CY | 24.00000 480.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.07 20.000 CY | 120.00000 2400.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0110 211.20 16360.000 LF | 8.00000 130880.00| |
INSLOPE EXCAVATION | | |
0120 211.30 22720.000 LF | 10.00000 227200.00| |
DITCH EXCAVATION | | |
0130 304.10 10140.000 CY | 22.00000 223080.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 304.103 400.000 CY | 18.00000 7200.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0150 309.36 68520.000 SY | 8.00000 548160.00| |
FULL DEPTH REC PAVEMENT W/FOAM ASPHALT | | |
6 INCH DEPTH | | |
0160 403.209 220.000 T | 132.00000 29040.00| |
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0170 403.210 6160.000 T | 60.00000 369600.00| |
HOT MIX ASPHALT 9.5 MM HMA | | |
LETTING DATE : 08/31/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/31/05
PAGE : 7
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011208.00
=========
====================================================================================================================================
|( 4 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 403.213 8620.000 T | 58.00000 499960.00| |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0190 409.15 4940.000 G | 4.00000 19760.00| |
BITUMINOUS TACK COAT APPLIED | | |
0200 411.10 100.000 CY | 20.00000 2000.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0210 411.12 10.000 T | 24.00000 240.00| |
CRUSHED STONE SURFACE | | |
0220 603.15 60.000 LF | 32.00000 1920.00| |
12 INCH CULVERT PIPE OPTION I | | |
0230 603.16 656.000 LF | 35.00000 22960.00| |
15 INCH CULVERT PIPE OPTION I | | |
0240 603.169 33.000 LF | 42.00000 1386.00| |
15 INCH CULVERT PIPE OPTION III | | |
0250 603.17 390.000 LF | 40.00000 15600.00| |
18 INCH CULVERT PIPE OPTION I | | |
0260 603.179 565.000 LF | 56.00000 31640.00| |
18 INCH CULVERT PIPE OPTION III | | |
0270 603.199 175.000 LF | 64.00000 11200.00| |
24 INCH CULVERT PIPE OPTION III | | |
0280 603.7315 42.000 LF | 36.00000 1512.00| |
REMOVE & RELAY 15 INCH METAL PIPE | | |
0290 604.092 5.000 EA | 2400.00000 12000.00| |
CATCH BASIN TYPE B1-C | | |
0300 604.16 1.000 EA | 500.00000 500.00| |
ALTERING CATCH BASIN TO MANHOLES | | |
0310 604.18 1.000 EA | 300.00000 300.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0320 605.09 100.000 LF | 30.00000 3000.00| |
6 INCH UNDERDRAIN TYPE B | | |
0330 605.11 1246.000 LF | 35.00000 43610.00| |
12 INCH UNDERDRAIN TYPE C | | |
0340 605.12 270.000 LF | 40.00000 10800.00| |
15 INCH UNDERDRAIN TYPE C | | |
0350 605.13 160.000 LF | 45.00000 7200.00| |
18 INCH UNDERDRAIN TYPE C | | |
0360 606.1722 4.000 EA | 650.00000 2600.00| |
BRIDGE TRANSITION - TYPE 2 | | |
0370 606.23 150.000 LF | 15.00000 2250.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
LETTING DATE : 08/31/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/31/05
PAGE : 8
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011208.00
=========
====================================================================================================================================
|( 4 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 606.232 50.000 LF | 22.00000 1100.00| |
GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS | | |
0390 606.265 2.000 EA | 35.00000 70.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0400 606.353 15.000 EA | 16.00000 240.00| |
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0410 606.754 2.000 EA | 1500.00000 3000.00| |
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0420 606.79 2.000 EA | 1850.00000 3700.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0430 607.24 1000.000 LF | 6.50000 6500.00| |
REMOVE AND RESET FENCE | | |
0440 609.31 1180.000 LF | 7.00000 8260.00| |
CURB TYPE 3 | | |
0450 610.08 160.000 CY | 50.00000 8000.00| |
PLAIN RIPRAP | | |
0460 613.319 11540.000 SY | 2.00000 23080.00| |
EROSION CONTROL BLANKET | | |
0470 615.07 380.000 CY | 14.00000 5320.00| |
LOAM | | |
0480 618.1301 117.000 UN | 24.00000 2808.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0490 618.1401 754.000 UN | 15.40000 11611.60| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0500 619.1201 871.000 UN | 8.50000 7403.50| |
MULCH - PLAN QUANTITY | | |
0510 620.54 4730.000 SY | 1.00000 4730.00| |
STABILIZATION GEOTEXTILE | | |
0520 620.58 320.000 SY | 1.00000 320.00| |
EROSION CONTROL GEOTEXTILE | | |
0530 627.75 150.000 SF | 9.00000 1350.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0540 627.76 LUMP| 5000.00000 5000.00| |
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0550 629.05 20.000 HR | 28.00000 560.00| |
HAND LABOR, STRAIGHT TIME | | |
0560 631.10 10.000 HR | 32.00000 320.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
LETTING DATE : 08/31/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/31/05
PAGE : 9
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011208.00
=========
====================================================================================================================================
|( 4 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 631.11 10.000 HR | 32.00000 320.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0580 631.12 40.000 HR | 120.00000 4800.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0590 631.132 20.000 HR | 100.00000 2000.00| |
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0600 631.14 20.000 HR | 120.00000 2400.00| |
GRADER (INCLUDING OPERATOR) | | |
0610 631.172 120.000 HR | 52.00000 6240.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0620 631.18 20.000 HR | 32.00000 640.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0630 631.32 20.000 HR | 150.00000 3000.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0640 639.19 1.000 EA | 15000.00000 15000.00| |
FIELD OFFICE TYPE B | | |
0650 652.38 4860.000 HR | 18.00000 87480.00| |
FLAGGER | | |
0660 652.39 LUMP| 45000.00000 45000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0670 656.75 LUMP| 68000.00000 68000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0680 659.10 LUMP| 314000.00000 314000.00| |
MOBILIZATION | | |
0690 660.21 2000.000 HR | 2.00000 4000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,141,451.10| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,141,451.10| $ 0.00| $
====================================================================================================================================