|
Report_Id: 131083 Est NO 0001 |
Date:04/29/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 131083 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02320) Stallings, Nick R., P.E. | ||||||
| Contractor | HICON CONSTRUCTION LLC | ADDR SN 0 VC Code VC0000115090 | |||||
| 358 HITE LN | |||||||
| BARDSTOWN , KY , 40004 | |||||||
| Pay Period | 01/09/2014 TO 04/03/2014 | ||||||
| Date Approved | 04/24/2014 | ||||||
| Primary Proj Number | DE11300561383 | ||||||
| Project No. | FD04 SPP 113 0056 007-012 | ||||||
| Primary County | UNION | ||||||
| Name of Road | KY 56 WIDENING | ||||||
| Description | KY 56 WIDENING | ||||||
| Date Let | 12/13/2013 | Formal Acceptance | |||||
| Date Awarded | 12/18/2013 | Date Work Began | 03/12/2014 | ||||
| Date Contract Executed | 01/09/2014 | Open To Traffic | |||||
| Date NTP Issued | 01/09/2014 | Actual Completion Date | |||||
| Current Contract Amount | $11,519,276.58 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $11,519,276.58 |
Total Earnings | $274,658.42 |
$0.00 |
$274,658.42 |
|
| Percent Complete | 2.38 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $11,244,618.16 |
Gross Earnings | $274,658.42 |
$0.00 |
$274,658.42 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $274,658.42 |
$0.00 |
$274,658.42 |
|||
| Contract Id | 131083 | Change Order Summary |
County | UNION | ||||||
| Estimate Nbr | 0001 | Project Number | FD04 SPP 113 0056 007-012 | |||||||
| Contractor | HICON CONSTRUCTION LLC | Period | 01/09/2014 TO 04/03/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 131083 | COMMONWEALTH OF KENTUCKY |
County | UNION | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE11300561383 | ||||||
| Estimate Nbr | 0001 | Period | 01/09/2014 TO 04/03/2014 | |||||||
| Contractor | HICON CONSTRUCTION LLC | |||||||||
| Project | DE11300561383 | Fed/State Project Number | FD04 SPP 113 0056 007-012 | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | DE11300561383 | Fed/State Project Number | FD04 SPP 113 0056 007-012 | Category | 0001 PAVING | |||||||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 91,273.00 | 91,273.000 | 0.000 | 0.000 | 22.71 | 0.00 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 1,848.00 | 1,848.000 | 0.000 | 0.000 | 22.23 | 0.00 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 14,420.00 | 14,420.000 | 0.000 | 0.000 | 20.05 | 0.00 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 350.00 | 350.000 | 0.000 | 0.000 | 73.00 | 0.00 | |||
| 0050 | ASPHALT SEAL COAT | 00103 | TON | 42.00 | 42.000 | 0.000 | 0.000 | 630.00 | 0.00 | |||
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | TON | 292.00 | 292.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 44,585.00 | 44,585.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 0080 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 7,691.00 | 7,691.000 | 0.000 | 0.000 | 81.80 | 0.00 | |||
| 0090 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 44.00 | 44.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 0100 | FABRIC-GEOTEXTILE TYPE IV FOR SUBGRADE STABILIZATION | 02599 | SQYD | 49,160.00 | 49,160.000 | 0.000 | 0.000 | 1.09 | 0.00 | |||
| Project | DE11300561383 | Fed/State Project Number | FD04 SPP 113 0056 007-012 | Category | 0002 ROADWAY | |||||||
| 0110 | ISLAND CURB AND GUTTER | 01825 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0120 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0130 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0140 | REMOVE PAVEMENT | 02091 | SQYD | 2,599.00 | 2,599.000 | 0.000 | 0.000 | 2.70 | 0.00 | |||
| 0150 | TEMP DITCH | 02159 | LF | 22,240.00 | 22,240.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0160 | ROADWAY EXCAVATION | 02200 | CUYD | 165,506.00 | 165,506.000 | 0.000 | 0.000 | 5.02 | 0.00 | |||
| 0170 | GRANULAR EMBANKMENT | 02223 | CUYD | 30,000.00 | 30,000.000 | 0.000 | 0.000 | 32.25 | 0.00 | |||
| 0180 | WATER | 02242 | MGAL | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0190 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 675.00 | 675.000 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 0200 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0210 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0220 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,980.00 | 0.00 | |||
| 0230 | CHANNEL LINING CLASS II | 02483 | TON | 3,147.00 | 3,147.000 | 0.000 | 0.000 | 27.26 | 0.00 | |||
| 0240 | CLEARING AND GRUBBING 73 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 102,500.00 | 0.00 | |||
| 0250 | TEMPORARY SIGNS | 02562 | SQFT | 975.00 | 975.000 | 475.500 | 0.000 | 475.500 | 10.00 | 4,755.00 | 4,755.00 | |
| 0260 | EDGE KEY | 02585 | LF | 138.00 | 138.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 0270 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 3,143.00 | 3,143.000 | 0.000 | 0.000 | 1.89 | 0.00 | |||
| 0280 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 89,000.00 | 89,000.000 | 0.000 | 0.000 | 1.29 | 0.00 | |||
| 0290 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 7,668.00 | 7,668.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0300 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 41,500.00 | 0.00 | |||
| 0310 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 280,000.00 | 0.00 | |||
| 0320 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 9,400.00 | 0.00 | |||
| 0330 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 39,400.00 | 39,400.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0340 | TEMP SILT FENCE | 02701 | LF | 22,240.00 | 22,240.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0350 | SILT TRAP TYPE A | 02703 | EACH | 73.00 | 73.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0360 | SILT TRAP TYPE B | 02704 | EACH | 73.00 | 73.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0370 | SILT TRAP TYPE C | 02705 | EACH | 73.00 | 73.000 | 0.000 | 0.000 | 332.00 | 0.00 | |||
| 0380 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 219.00 | 219.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0390 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 219.00 | 219.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0400 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 219.00 | 219.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0410 | CLEAN TEMP SILT FENCE | 02709 | LF | 22,240.00 | 22,240.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0420 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 77,700.00 | 7,770.00 | 7,770.00 | |
| 0430 | EROSION CONTROL BLANKET | 05950 | SQYD | 32,269.00 | 32,269.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0440 | TEMP MULCH | 05952 | SQYD | 353,320.00 | 353,320.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0450 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 57,466.00 | 57,466.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0460 | TOPDRESSING FERTILIZER | 05966 | TON | 10.55 | 10.550 | 0.000 | 0.000 | 690.00 | 0.00 | |||
| 0470 | SEEDING AND PROTECTION | 05985 | SQYD | 202,166.00 | 202,166.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0480 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 50,000.00 | 50,000.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0490 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 83,880.00 | 83,880.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0500 | FUEL ADJUSTMENT | 10020NS | DOLL | 148,015.00 | 148,015.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0510 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 204,378.00 | 204,378.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0520 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 19,700.00 | 19,700.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0530 | DRIFT/SEDIMENT REMOVAL | 20482NC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 45,000.00 | 0.00 | |||
| 0540 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| Project | DE11300561383 | Fed/State Project Number | FD04 SPP 113 0056 007-012 | Category | 0003 DRAINAGE | |||||||
| 0550 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 19.00 | 19.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0560 | ENTRANCE PIPE-15 IN | 00440 | LF | 625.00 | 625.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0570 | ENTRANCE PIPE-18 IN | 00441 | LF | 195.00 | 195.000 | 0.000 | 0.000 | 46.50 | 0.00 | |||
| 0580 | ENTRANCE PIPE-24 IN | 00443 | LF | 197.00 | 197.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| 0590 | ENTRANCE PIPE-30 IN | 00445 | LF | 33.00 | 33.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 0600 | CULVERT PIPE-18 IN | 00462 | LF | 341.00 | 341.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| 0610 | CULVERT PIPE-24 IN | 00464 | LF | 349.00 | 349.000 | 0.000 | 0.000 | 55.50 | 0.00 | |||
| 0620 | CULVERT PIPE-30 IN | 00466 | LF | 424.00 | 424.000 | 0.000 | 0.000 | 75.82 | 0.00 | |||
| 0630 | CULVERT PIPE-36 IN | 00468 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0640 | CULVERT PIPE-42 IN | 00469 | LF | 369.00 | 369.000 | 0.000 | 0.000 | 133.03 | 0.00 | |||
| 0650 | PERFORATED PIPE-4 IN | 01000 | LF | 1,369.00 | 1,369.000 | 0.000 | 0.000 | 15.50 | 0.00 | |||
| 0660 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 190.00 | 190.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0670 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0680 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0690 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0700 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,825.00 | 0.00 | |||
| 0710 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 760.00 | 0.00 | |||
| 0720 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0730 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0740 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 0750 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,650.00 | 0.00 | |||
| 0760 | FABRIC-GEOTEXTILE TYPE II | 02597 | SQYD | 866.00 | 866.000 | 0.000 | 0.000 | 1.41 | 0.00 | |||
| 0770 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,623.00 | 1,623.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| Project | DE11300561383 | Fed/State Project Number | FD04 SPP 113 0056 007-012 | Category | 0004 BRIDGE-BOX CULVERT | |||||||
| 0780 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0790 | CONCRETE-CLASS A | 08100 | CUYD | 122.70 | 122.700 | 0.000 | 0.000 | 518.00 | 0.00 | |||
| 0800 | STEEL REINFORCEMENT | 08150 | LB | 15,014.00 | 15,014.000 | 0.000 | 0.000 | 0.99 | 0.00 | |||
| Project | DE11300561383 | Fed/State Project Number | FD04 SPP 113 0056 007-012 | Category | 0005 UTILITY-GAS | |||||||
| 0810 | GAS LINE MARKER | 21773NN | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0820 | DEMOLITION | 24641EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0830 | 3/4 IN FARM TAP TO 3/4 IN MDPE | 24642EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,575.00 | 0.00 | |||
| 0840 | 3/4 IN FARM TAP TO 2 IN MDPE | 24643EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,575.00 | 0.00 | |||
| 0850 | SERVICE TAPPING TEE 3/4 IN | 24644EC | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 1,160.00 | 0.00 | |||
| 0860 | MDPE PIPELINE 2 IN | 24645EC | LF | 800.00 | 800.000 | 0.000 | 0.000 | 19.50 | 0.00 | |||
| 0870 | MDPE PIPELINE 3/4 IN | 24645EC | LF | 50.00 | 50.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0880 | STEEL PIPELINE 6.625 IN | 24646EC | LF | 4,300.00 | 4,300.000 | 0.000 | 0.000 | 148.00 | 0.00 | |||
| 0890 | CATHODIC TEST STATION | 24650EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,025.00 | 0.00 | |||
| Project | DE11300561383 | Fed/State Project Number | FD04 SPP 113 0056 007-012 | Category | 0006 MOB AND DEMOB | |||||||
| 0900 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 524,266.83 | 262,133.41 | 262,133.41 | |
| 0910 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 157,280.06 | 0.00 | |||
| Project | DE11300561383 | Fed/State Project Number | FD04 SPP 113 0056 007-012 | Category | 0007 WATERLINE | |||||||
| 0920 | BLOW-OFF ASSEMBLY 6 IN | 01315 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,925.00 | 0.00 | |||
| 0930 | BLOW-OFF ASSEMBLY 3 IN | 01315 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,490.00 | 0.00 | |||
| 0940 | PVC PIPE-3 IN | 03382 | LF | 316.00 | 316.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0950 | PVC PIPE-6 IN | 03385 | LF | 13,540.00 | 13,540.000 | 0.000 | 0.000 | 14.25 | 0.00 | |||
| 0960 | BEND 22.50 DEG 6 IN | 03545 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 310.00 | 0.00 | |||
| 0970 | BEND 45 DEG 6 IN | 03554 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0980 | BEND 90 DEG 6 IN | 03560 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0990 | DUCTILE IRON CROSS 6 IN | 20248NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 1000 | SERVICE LINE 2 IN PE | 20333EN | LF | 549.00 | 549.000 | 0.000 | 0.000 | 18.50 | 0.00 | |||
| 1010 | SERVICE LINE 3/4 IN PE | 20333EN | LF | 524.00 | 524.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 1020 | REDUCER 8 IN X 6 IN | 20794ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 1030 | BORE AND JACK PIPE-6 IN | 21384ED | LF | 62.00 | 62.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1040 | SERVICE LINE - 1 IN | 21558EC | LF | 336.00 | 336.000 | 0.000 | 0.000 | 14.50 | 0.00 | |||
| 1050 | OPEN CUT W/ STEEL ENCASEMENT 6 IN | 21788ED | LF | 88.00 | 88.000 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 1060 | OPEN CUT W/ STEEL ENCASEMENT 12 IN | 21788ED | LF | 223.00 | 223.000 | 0.000 | 0.000 | 71.00 | 0.00 | |||
| 1070 | OPEN CUT AND CASE FOR 3 IN WATERLINE | 21863EN | LF | 98.00 | 98.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 1080 | BORED LINER PIPE-8 IN | 21940EN | LF | 220.00 | 220.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 1090 | SADDLE-CORP STOP & METER RECONN-3/4 IN | 22870NN | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 925.00 | 0.00 | |||
| 1100 | BORE & JACK ENCASEMENT PIPE-INSTALL | 22960ED | LF | 80.00 | 80.000 | 0.000 | 0.000 | 34.75 | 0.00 | |||
| 1110 | BORED LINER PIPE-12 IN | 23349EC | LF | 357.00 | 357.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1120 | TEE-6 IN X 6 IN | 23358EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 1130 | RESILIENT SEATED GATE VALVE-6 IN | 23442EC | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 885.00 | 0.00 | |||
| 1140 | AIR RELEASE VALVE-3/4 IN | 23457EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 625.00 | 0.00 | |||
| 1150 | CRUSHED STONE PAVEMENT REPLACEMENT | 23513EC | LF | 89.00 | 89.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 1160 | TAPPING SLEEVE AND VALVE-6 IN | 23596EC | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 3,360.07 | 0.00 | |||
| 1170 | WATER MAIN CREEK CROSSING 6 IN TYPE III | 23667EC | LF | 51.00 | 51.000 | 0.000 | 0.000 | 37.00 | 0.00 | |||
| 1180 | BEND 90 DEG-3 IN | 23830EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 1190 | TAPPING SADDLE 6 X 1 IN WITH CORP STOP | 23903EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 580.00 | 0.00 | |||
| 1200 | GROUND WIRE-SOLID COPPER #6 SD | 24329EC | LF | 13,856.00 | 13,856.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 1210 | BYPASS METER ASSEMBLY 1 IN | 24482ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,815.00 | 0.00 | |||
| 1220 | CUT AND BLOCK 6 IN | 24485ED | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 1230 | TEE 6 IN X 3 IN | 24486ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 1240 | RESILIENT SEAT GATE VALVE 3 IN | 24647EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 530.00 | 0.00 | |||
| 1250 | FOSTER ADAPTER 6 IN | 24648EC | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1260 | FOSTER ADAPTER 3 IN | 24648EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| SUBTOT | $274,658.41 |
$274,658.41 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||