Skip Maine state header navigation
LETTING DATE : 12/29/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/29/04
PAGE : 1
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.30 COMPLETION DATE : 06/17/06
=========
PROJECT(S): STP-7492(30)X LOCATION(S): BIDDEFORD MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BIDDEFORD, INTERSECTION IMPROVEMENTS NOTARY PUBLIC
THE BASIS OF AWARD WILL BE ON SECTION 001
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 3,494,536.52 100.0000%
====================================================================================================================================
|( 1 ) 000116 |( ) |( )
|SHAW BROTHERS CONSTRUCTION, | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 2.000 EA | 900.00000 1800.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 2.000 EA | 250.00000 500.00| |
REMOVING STUMP | | |
0030 202.08 LUMP| 7500.00000 7500.00| |
REMOVING BUILDING NO.: 1 | | |
0040 202.11 3420.000 M2 | 5.00000 17100.00| |
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0050 202.15 15.000 EA | 750.00000 11250.00| |
REMOVING MANHOLE OR CATCH BASIN | | |
0060 202.203 2250.000 M2 | 14.71000 33097.50| |
PAVEMENT BUTT JOINTS | | |
0070 203.20 6441.000 M3 | 10.00000 64410.00| |
COMMON EXCAVATION | | |
0080 203.2312 LUMP| 2000.00000 2000.00| |
HEALTH AND SAFETY PLAN | | |
0090 203.2333 50.000 MG | 150.00000 7500.00| |
DISPOSAL OF SPECIAL EXCAVATION | | |
0100 304.09 1500.000 M3 | 30.00000 45000.00| |
AGGREGATE BASE COURSE - CRUSHED | | |
0110 304.10 4450.000 M3 | 16.00000 71200.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 403.207 250.000 MG | 72.83000 18207.50| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
LETTING DATE : 12/29/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/29/04
PAGE : 2
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.30
=========
====================================================================================================================================
|( 1 ) 000116 |( ) |( )
|SHAW BROTHERS CONSTRUCTION, | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 403.2071 1525.000 MG | 88.01000 134215.25| |
19 MM POLYMER MODIFIED HMA | | |
0140 403.208 175.000 MG | 86.85000 15198.75| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0150 403.2081 605.000 MG | 83.05000 50245.25| |
12.5 MM POLYMER MODIFIED HMA | | |
0160 403.209 770.000 MG | 121.25000 93362.50| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.211 150.000 MG | 67.10000 10065.00| |
HOT MIX ASPHALT (SHIM) | | |
0180 403.2131 1200.000 MG | 85.88000 103056.00| |
12.5 MM POLYMER MODIFIED HMA | | |
0190 404.40 810.000 MG | 134.46000 108912.60| |
STONE MATRIX ASPHALT PAVEMENT, 12.5MM, | | |
SURFACE | | |
0200 409.15 130.000 L | 2.64000 343.20| |
BITUMINOUS TACK COAT APPLIED | | |
0210 603.159 19.500 M | 180.00000 3510.00| |
300 MM CULVERT PIPE OPTION III | | |
0220 603.169 365.400 M | 286.00000 104504.40| |
375 MM CULVERT PIPE OPTION III | | |
0230 603.179 29.000 M | 420.00000 12180.00| |
450 MM CULVERT PIPE OPTION III | | |
0240 603.199 17.500 M | 660.00000 11550.00| |
600 MM CULVERT PIPE OPTION III | | |
0250 604.072 23.000 EA | 3300.00000 75900.00| |
CATCH BASIN TYPE A1-C | | |
0260 604.092 12.200 EA | 3800.00000 46360.00| |
CATCH BASIN TYPE B1-C | | |
0270 604.15 2.200 EA | 3500.00000 7700.00| |
MANHOLE | | |
0280 604.153 4.000 EA | 6000.00000 24000.00| |
1500 MM MANHOLE | | |
0290 604.18 5.000 EA | 500.00000 2500.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0300 604.182 5.000 EA | 500.00000 2500.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0310 604.2401 1.200 EA | 3500.00000 4200.00| |
BEHIND CURB CATCH BASIN WITH INLET | | |
GUTTER PLATE | | |
LETTING DATE : 12/29/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/29/04
PAGE : 3
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.30
=========
====================================================================================================================================
|( 1 ) 000116 |( ) |( )
|SHAW BROTHERS CONSTRUCTION, | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 604.248 1.200 EA | 2600.00000 3120.00| |
CATCH BASIN TYPE F6 | | |
0330 605.12 250.000 M | 200.00000 50000.00| |
375 MM UNDERDRAIN TYPE C | | |
0340 605.13 68.000 M | 300.00000 20400.00| |
450 MM UNDERDRAIN TYPE C | | |
0350 606.369 25.000 M | 30.00000 750.00| |
GUARDRAIL REMOVED AND STACKED | | |
0360 607.45 20.000 M | 150.00000 3000.00| |
STOCKADE FENCE -1.8 M | | |
0370 608.07 50.000 M2 | 100.00000 5000.00| |
PLAIN CONCRETE SIDEWALK | | |
0380 608.253 23.000 M2 | 50.00000 1150.00| |
MASONRY PAVER WITH TRUNCATED DOME | | |
0390 609.11 670.000 M | 85.00000 56950.00| |
VERTICAL CURB TYPE 1 | | |
0400 609.111 31.000 M | 550.00000 17050.00| |
SPECIAL GRANITE CURB - 600 MM | | |
0410 609.12 90.000 M | 164.00000 14760.00| |
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0420 609.234 14.000 EA | 200.00000 2800.00| |
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0430 609.237 42.000 EA | 325.00000 13650.00| |
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0440 609.31 310.000 M | 16.40000 5084.00| |
CURB TYPE 3 | | |
0450 609.34 495.000 M | 90.00000 44550.00| |
CURB TYPE 5 | | |
0460 609.35 53.000 M | 250.00000 13250.00| |
CURB TYPE 5 - CIRCULAR | | |
0470 609.38 49.000 M | 60.00000 2940.00| |
RESET CURB TYPE 1 | | |
0480 612.06 1225.000 M2 | 4.00000 4900.00| |
BITUMINOUS SEALING - BLACK | | |
0490 615.07 170.000 M3 | 100.00000 17000.00| |
LOAM | | |
0500 618.1301 15.000 UN | 100.00000 1500.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0510 618.15 6.000 KG | 10.00000 60.00| |
TEMPORARY SEEDING | | |
0520 619.1201 20.500 UN | 25.00000 512.50| |
MULCH - PLAN QUANTITY | | |
LETTING DATE : 12/29/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/29/04
PAGE : 4
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.30
=========
====================================================================================================================================
|( 1 ) 000116 |( ) |( )
|SHAW BROTHERS CONSTRUCTION, | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0530 621.101 450.000 EA | 3.00000 1350.00| |
PLUG/ STARTER PLANT 5.5 cm peat pots | | |
0540 621.202 9.000 EA | 360.00000 3240.00| |
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0550 621.273 1.000 EA | 390.00000 390.00| |
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0560 621.409 15.000 EA | 90.00000 1350.00| |
DWARF EVERGREENS (750 MM - 900 MM) | | |
GROUP C | | |
0570 621.531 90.000 EA | 33.00000 2970.00| |
DECIDUOUS SHRUBS (300 MM - 450 MM | | |
CALIBER) GROUP A | | |
0580 621.54 63.000 EA | 38.00000 2394.00| |
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0590 621.546 7.000 EA | 46.00000 322.00| |
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0600 621.71 60.000 EA | 15.00000 900.00| |
HERBACEOUS PERENNIALS GROUP A | | |
0610 621.80 LUMP| 2300.00000 2300.00| |
ESTABLISHMENT PERIOD | | |
0620 626.21 14.000 M | 66.00000 924.00| |
METALLIC CONDUIT | | |
0630 626.22 235.000 M | 33.00000 7755.00| |
NON-METALLIC CONDUIT | | |
0640 626.32 1.000 EA | 1100.00000 1100.00| |
600 MM FOUNDATION | | |
0650 626.33 6.000 EA | 1300.00000 7800.00| |
750 MM FOUNDATION | | |
0660 626.331 1.000 EA | 1650.00000 1650.00| |
900 MM FOUNDATION | | |
0670 626.35 1.000 EA | 715.00000 715.00| |
CONTROLLER CABINET FOUNDATION | | |
0680 627.711 3625.000 M | 0.80000 2900.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0690 627.75 145.000 M2 | 16.00000 2320.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
LETTING DATE : 12/29/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/29/04
PAGE : 5
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.30
=========
====================================================================================================================================
|( 1 ) 000116 |( ) |( )
|SHAW BROTHERS CONSTRUCTION, | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 627.76 LUMP| 5000.00000 5000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0710 627.77 710.000 M2 | 14.00000 9940.00| |
REMOVING PAVEMENT MARKINGS | | |
0720 629.05 60.000 HR | 40.00000 2400.00| |
HAND LABOR, STRAIGHT TIME | | |
0730 631.10 10.000 HR | 75.00000 750.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0740 631.11 10.000 HR | 50.00000 500.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0750 631.12 20.000 HR | 105.00000 2100.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0760 631.172 10.000 HR | 55.00000 550.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0770 631.18 10.000 HR | 50.00000 500.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0780 631.20 10.000 HR | 50.00000 500.00| |
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0790 631.22 18.000 HR | 90.00000 1620.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0800 631.32 10.000 HR | 200.00000 2000.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0810 634.208 5.000 EA | 1320.00000 6600.00| |
REMOVE AND RESET LIGHT STANDARDS | | |
0820 637.071 LUMP| 20000.00000 20000.00| |
DUST CONTROL | | |
0830 639.18 1.000 EA | 15000.00000 15000.00| |
FIELD OFFICE TYPE A | | |
0840 642.12 1.000 EA | 1000.00000 1000.00| |
WOODEN STEPS | | |
0850 643.72 LUMP| 6050.00000 6050.00| |
TEMPORARY TRAFFIC SIGNAL us.rte.1 w/ | | |
rte.111 / west st. / access | | |
0860 643.80 LUMP| 70500.00000 70500.00| |
TRAFFIC SIGNALS AT us. rte.1 w/ rte.111 | | |
/ west st. / access | | |
0870 643.91 8.000 EA | 4900.00000 39200.00| |
MAST ARM POLE | | |
0880 643.92 1.000 EA | 700.00000 700.00| |
PEDESTAL POLE | | |
LETTING DATE : 12/29/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/29/04
PAGE : 6
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.30
=========
====================================================================================================================================
|( 1 ) 000116 |( ) |( )
|SHAW BROTHERS CONSTRUCTION, | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0890 645.103 10.000 EA | 27.50000 275.00| |
DEMOUNT GUIDE SIGN | | |
0900 645.106 20.000 EA | 27.50000 550.00| |
DEMOUNT REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER ASSEMBLY | | |
SIGN | | |
0910 645.108 30.000 EA | 27.50000 825.00| |
DEMOUNT POLE | | |
0920 645.113 7.000 EA | 165.00000 1155.00| |
REINSTALL GUIDE SIGN | | |
0930 645.116 13.000 EA | 165.00000 2145.00| |
REINSTALL REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER ASSEMBLY | | |
SIGN | | |
0940 645.118 20.000 EA | 80.00000 1600.00| |
REINSTALL POLE | | |
0950 645.121 3.000 EA | 9300.00000 27900.00| |
OVERHEAD LANE USE SIGN ASSEMBLY | | |
0960 645.292 1.000 M2 | 275.00000 275.00| |
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
0970 652.31 30.000 EA | 50.00000 1500.00| |
TYPE I BARRICADE | | |
0980 652.311 15.000 EA | 50.00000 750.00| |
TYPE II BARRICADE | | |
0990 652.33 100.000 EA | 100.00000 10000.00| |
DRUM | | |
1000 652.34 100.000 EA | 20.00000 2000.00| |
CONE | | |
1010 652.35 100.000 M2 | 350.00000 35000.00| |
CONSTRUCTION SIGNS | | |
1020 652.361 150.000 LS | 300000.00000 300000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1030 652.38 3025.000 HR | 25.00000 75625.00| |
FLAGGER | | |
1040 652.381 900.000 HR | 42.00000 37800.00| |
UNIFORM TRAFFIC OFFICERS | | |
1050 652.41 4.000 EA | 15000.00000 60000.00| |
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
1060 656.75 LUMP| 2000.00000 2000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 12/29/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/29/04
PAGE : 7
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.30
=========
====================================================================================================================================
|( 1 ) 000116 |( ) |( )
|SHAW BROTHERS CONSTRUCTION, | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1070 658.20 320.000 M2 | 10.50000 3360.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1080 659.10 LUMP| 484197.63000 484197.63| |
MOBILIZATION | | |
1090 660.21 1000.000 HR | 5.00000 5000.00| |
ON-THE-JOB TRAINING (BID) | | |
1100 841.48 4.000 EA | 750.00000 3000.00| |
BOLLARDS AT MCDONALDS GAS TANKS | | |
SECTION TOTALS | $ 2,648,542.08| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 SEWER ITEMS - CONTRACT "A"
| | |
1110 304.10 15.000 M3 | 25.00000 375.00| |
AGGREGATE SUBBASE COURSE - GRAVEL #19 | | |
1120 603.14 10.000 M | 240.00000 2400.00| |
250 MM CULVERT PIPE OPTION 1 #11B | | |
1130 603.15 30.000 M | 242.00000 7260.00| |
300 MM CULVERT PIPE OPTION I #11A | | |
1140 603.16 71.500 M | 212.00000 15158.00| |
375 MM CULVERT PIPE OPTION I #10 | | |
1150 604.072 6.000 EA | 3300.00000 19800.00| |
CATCH BASIN TYPE A1-C #13 | | |
1160 604.15 1.000 EA | 4400.00000 4400.00| |
MANHOLE #12 | | |
1170 615.07 9.500 M3 | 10.00000 95.00| |
LOAM #16 | | |
1180 618.1301 1.000 UN | 25.00000 25.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
#17 | | |
1190 652.361 40.000 LS | 75000.00000 75000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
#20 | | |
1200 801.17 32.500 M | 254.00000 8255.00| |
200 MM PVC SANITARY SEWER (SDR-35) #7 | | |
1210 801.175 9.000 M | 415.00000 3735.00| |
250 MM PVC SANITARY SEWER #6 | | |
1220 801.18 68.500 M | 402.00000 27537.00| |
300 MM PVC SANITARY SEWER (SDR-35) #5 | | |
1230 801.19 287.000 M | 440.00000 126280.00| |
375 MM PVC SANITARY SEWER (SDR-35) #4 | | |
1240 801.194 514.500 M | 395.00000 203227.50| |
450 MM PVC SANITARY SEWER (SDR-35) #3 | | |
LETTING DATE : 12/29/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/29/04
PAGE : 8
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.30
=========
====================================================================================================================================
|( 1 ) 000116 |( ) |( )
|SHAW BROTHERS CONSTRUCTION, | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1250 803.01 5.000 EA | 1380.00000 6900.00| |
TEST PITS #1 | | |
1260 803.135 236.500 M | 335.00000 79227.50| |
150MM SERVICE LATERAL #8 | | |
1270 803.173 16.000 EA | 5180.00000 82880.00| |
SEWER MANHOLE - 1.2M DIAMETER #9A | | |
1280 803.1732 1.000 EA | 16877.00000 16877.00| |
SEWER MANHOLE - 1.8 M DIAMETER #9B | | |
1290 825.30 15.000 M3 | 200.00000 3000.00| |
ROCK EXCAVATION FOR SANITARY SEWER #18 | | |
1300 825.342 8.000 M | 100.00000 800.00| |
SEWER CONNECTION #15 | | |
1310 825.46 2.000 EA | 750.00000 1500.00| |
CORE & BOOT #21 | | |
1320 827.302 20.000 M3 | 26.00000 520.00| |
UNSUITABLE MATERIAL EXCAVATION BELOW | | |
TRENCH GRADE - GRAVEL BEDDING MATERIAL | | |
#14 | | |
1330 890.01 LUMP| 10000.00000 10000.00| |
SPECIAL WORK #1 #2 - SITE PREPARATION | | |
SECTION TOTALS | $ 695,252.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 STORM DRAIN ITEMS - CONTRACT "B''
| | |
1340 304.08 19.000 M3 | 20.00000 380.00| |
AGGREGATE BASE COURSE - SCREENED #13 | | |
1350 304.10 88.000 M3 | 15.00000 1320.00| |
AGGREGATE SUBBASE COURSE - GRAVEL - | | |
ADDITIONAL GRAVEL #12 | | |
1360 304.10 15.000 M3 | 15.00000 225.00| |
AGGREGATE SUBBASE COURSE - GRAVEL - | | |
BANK RUN GRAVEL #19 | | |
1370 403.207 54.500 MG | 72.83000 3969.24| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX | | |
SIZE #14 | | |
1380 403.208 36.000 MG | 86.85000 3126.60| |
HOT MIX ASPHALT 12.5 MM, SURFACE #15 | | |
1390 603.21 125.000 M | 370.00000 46250.00| |
900 MM CULVERT PIPE OPTION I #3 | | |
1400 604.076 1.000 EA | 5000.00000 5000.00| |
1500 MM CATCH BASIN TYPE A1-C #5 | | |
LETTING DATE : 12/29/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/29/04
PAGE : 9
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.30
=========
====================================================================================================================================
|( 1 ) 000116 |( ) |( )
|SHAW BROTHERS CONSTRUCTION, | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1410 604.154 2.000 EA | 20400.00000 40800.00| |
1800 MM MANHOLE #4 | | |
1420 609.31 44.000 M | 16.40000 721.60| |
CURB TYPE 3 #16 | | |
1430 615.07 19.000 M3 | 100.00000 1900.00| |
LOAM #9 | | |
1440 618.1301 2.000 UN | 300.00000 600.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
#10 | | |
1450 637.071 LUMP| 2000.00000 2000.00| |
DUST CONTROL #8 | | |
1460 652.361 50.000 LS | 10000.00000 10000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
#7 | | |
1470 803.01 2.000 EA | 1380.00000 2760.00| |
TEST PITS #1 | | |
1480 803.135 18.500 M | 300.00000 5550.00| |
150MM SERVICE LATERAL #6 | | |
1490 825.30 15.000 M3 | 200.00000 3000.00| |
ROCK EXCAVATION FOR SANITARY SEWER #18 | | |
1500 825.343 27.500 M | 100.00000 2750.00| |
WATER SERVICE RELOCATION #17 | | |
1510 827.302 15.000 M3 | 26.00000 390.00| |
UNSUITABLE MATERIAL EXCAVATION BELOW | | |
TRENCH GRADE - GRAVEL BEDDING MATERIAL | | |
#11 | | |
1520 890.01 LUMP| 20000.00000 20000.00| |
SPECIAL WORK #1 - SITE PREPARATION #2 | | |
SECTION TOTALS | $ 150,742.44| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,494,536.52| $ | $
====================================================================================================================================