FedTALLY

Awards for “GRANITE CONSTRUCTION COMPANY

25 awards on this page · sorted by amount · page 7

Award IDRecipientAwarding agencyAmountStartEndNAICSDescription
0071GRANITE CONSTRUCTION COMPANYDepartment of Defense$280.94K
2013-07-242013-12-31237310STATEMENT OF WORK REPAIR SLABS, RAMP 1 EDWARDS AFB, CA THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS&EQUIPMENT NECESSARY TO COMPLETE THE FOLLOWING REPAIRS AT RAMP 1, EDWARDS AFB, CA: A. REMOVE CRACKED AREAS, 12 INLINE ACROSS SIX (6) PCC SLABS LOCATED SOUTH OF BUILDING 1600 (SEE FIGURE 1), CONFIRM/PREPARE BASE, AND REPLACE WITH NEW. DOWEL ALL SLABS TO MATCH EXISTING. NOTE THAT CONCRETE IS 18 (+/-) THICK. PROVIDE PCC WITH CONFIRMED 650 PSI FLEXURAL STRENGTH, NON ASR MIX DESIGN MUST BE SPECIFICALLY APPROVED BY COE. FINISH TO MATCH SURROUNDING SLABS. AREA OF PAD REMOVAL AND REPLACEMENT IS 1750 SF. B. REMOVE 1,600 LF OF EXISTING, COMPROMISED JOINT SEALANT IN A LENGTH OF WIDE JOINTS AS SHOWN IN FIGURE 2 AND MARKED ON GROUND. CLEAN JOINT OF ALL FOREIGN MATERIAL AND CONFIRM INTEGRITY OF THE EXISTING BASE. FILL JOINT FROM BASE TO NEAR GRADE SURFACE WITH FINE-MIX ACC. SEAL WITH SILICONE JOINT SEALANT OVER A BACKER BAR. C. REMOVE AND REPLACE 4,000 LF (TOTAL) OF EXISTING, COMPROMISED JOINT SEALANT AS INDICATED IN FIGURE 3 AND MARKED ON GROUND. D. REPAIR SPALLS ADJACENT AND NEAR JOINT REPAIR AREAS. LOCATIONS HAVE BEEN IDENTIFIED AND MARKED ON GROUND, 900 SF TOTAL. PERFORMANCE PERIOD IS NINETY (90) CALENDAR DAYS FROM THE TIME THE CONTRACTOR RECEIVES THE FORMAL NOTICE TO PROCEED. DAVIS BACON WAGE DETERMINATION IS CA120031 DTD 08.03.2012. LIQUIDATED DAMAGES ARE CALCULATED AT $1,350.00 PER DAY. OPTION YEAR 3 - LINE ITEMS 3001AA - 3031AJ GRANITE CONSTRUCTION CO. EA13027 REPAIR SLABS, RAMP 1 AT EDWARDS AFB, CA LINE ITEM DESCRIPTION UOM TOTAL QNTY TOTAL 3001AO SUBGRADE PREP ASSUME 6 THICK SY $3.00 210 $630.00 3011AH NEW REINFORCED CONCRETE ROADWAY PAD CY $450.00 143 $64,350.00 3016 SELECT FILL MATERIAL CY $8.00 210 $1,680.00 3021AA EXCAVATION OF UNSUITABLE MATERIAL CY $5.50 210 $1,155.00 3021AB HAULING IF UNSUITABLE MATERIAL CY $8.00 315 $2,520.00 3021AC LANDFILL DISPOSAL CY $4.00 315 $1,260.00 3022AB MECHANICAL FOREIGN OBJECT REMOVAL HR $70.00 336 $23,520.00 3026AB JET FUEL RESISTANT LF $6.00 4388 $26,328.00 3027AA SPALL REPAIR SF $120.00 625 $75,000.00 3027AB ROUT AND SEAL CRACKS SF $20.00 1600 $32,000.00 3028AC DEMO CONCRETE CY $30.00 143 $4,290.00 3031AE EQUIPMENT POOL PER TO 1 $6,720.00 3031AF MATERIAL POOL PER TO 1 $15,219.00 3031AG LABORER HR $90.00 48 $4,320.00 3031AJ OPERATOR, LIGHT EQUIP HR $98.00 224 $21,952.00 TOTAL $280,944.00
0003GRANITE CONSTRUCTION COMPANYDepartment of Defense$280.2K
2016-03-022016-05-01324121ASPHALT MUNI-E MIX / STATE TYPE II A
0055GRANITE CONSTRUCTION COMPANYDepartment of Defense$279.8K
2012-09-202013-12-31237310PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SUPERVISION TO REPAIR THE EXISTING DRAINAGE SWALE ALONG RICKENBACKER BLVD. AS REQUESTED PER ATTACHED DRAWING AND SCOPE OF WORK AS FOLLOWS: A. CONSTRUCTION OF A 1,675 LF CHANNEL 7 FEET IN WIDTH TO BE COMPOSED OF THE FOLLOWING: A. 2 FOOT WIDE STAMPED AND COLORED CONCRETE CENTER GUTTER B. 2 FOOT WIDE STAMPED AND COLORED CONCRETE SHOULDERS C. 2 FOOT WIDE WASHED RIVER ROCK RIBBON ON BOTH SIDES OF THE CHANNEL TO MATCH THE RIVER ROCK FOUND ON THE LOVE DRAINAGE PROJECT AREA. B. CONSTRUCT (2) CONCRETE HEADWALLS ON EITHER SIDE OF THE DRAINAGE CHANNEL CROSSING RICKENBACKER. C. LOWER AND REPLACE AS NEEDED THE EXISTING DRAINAGE PIPE CROSSING RICKENBACKER WITH HDPE MATCHING EXISTING SIZE. D. RE-GRADE AREA SURROUNDING THE AREA TO SLOPE 1.5% MINIMUM TO THE NEWLY DEFINED DRAINAGE CHANNEL.
INPC9917080042GRANITE CONSTRUCTION COMPANYDepartment of the Interior$279.63K
2008-06-052008-09-12237310RESURFACE ACCESS ROAD AND PARKING AREAS WITH "CHIP SEAL" PROCESS AT WRANGELL ST. ELIAS NATIONAL PARK AND PRESERVE, ALASKA
0077GRANITE CONSTRUCTION COMPANYDepartment of Defense$273.21K
2013-09-142014-02-14237310MAINTAIN ROAD MARKINGS BASE WIDE, EDWARDS AFB. POP IS 60 DAYS
0086GRANITE CONSTRUCTION COMPANYDepartment of Defense$268.61K
2014-05-142014-08-14237310IGF::OT::IGF 1. FSMP141113 MTN RUBBER REMOVAL MAIN RUNWAY, SPRING 14 A. REMOVE RUBBER ON TOUCHDOWN AREAS OF R/W 04R/22L A CONCRETE SURFACE TOTALING 200 W X 8,000 L (1,600,000 SF) (SEE USER SOW DATED 13 MAR 2014) AND REPAINT AFFECTED AREA AS REQUIRED. B. PROVIDE AIRFIELD PAVEMENT MARKINGS AND REMOVAL, FOD REMOVAL, AND LABOR, EQUIPMENT, AND MATERIAL AS REQUIRED TO SUPPORT ALL WORK. 2. FSMP141112 MTN CRACK SEAL RUNWAY&TAXIWAY NORTH BASE A. REPAIR EXISTING CRACKS IN THE RUNWAY IN ACCORDANCE WITH PROCEDURES PRESCRIBED BY UFC 3-270-02 ON THE NORTH BASE RUNWAY AND TAXIWAY SHOULDERS. B. THE RUNWAY IS LIGHTLY USED. ALL WORK MUST BE CONDUCTED IN ACCORDANCE WITH DETAILED REQUIREMENTS OF AN APPROVED AIRFIELD CONSTRUCTION WAIVER. ALL WORK MUST BE ACCOMPLISHED UNDER DIRECT RADIO COMMUNICATION WITH THE CONTROL TOWER.
0045GRANITE CONSTRUCTION COMPANYDepartment of Defense$264.62K
2011-09-292011-12-31237310IMPROVE SAFE ROUTES TO SCHOOL,
0002GRANITE CONSTRUCTION COMPANYDepartment of Defense$263.57K
2015-09-182015-09-21324121MUNI-E MIX / STATE TYPE II A
0017GRANITE CONSTRUCTION COMPANYDepartment of Defense$263.41K
2010-09-202010-12-31237310REPAIR ROADS SLURRY & CRACK SEAL, MFH, EAFB, CA
0054GRANITE CONSTRUCTION COMPANYDepartment of Defense$253.36K
2012-09-172013-12-31237310PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SUPERVISION TO REPAIR AND REJUVENATE THE ACC RUNWAY 04L/22R AT EDWARDS AIR FORCE BASE AS FOLLOWS: A. REPAIR EXISTING CRACKS WITHIN CENTER 150 OF RUNWAY IN ACCORDANCE WITH PROCEDURES PRESCRIBED BY UFC 3-270-02. 1. APPROXIMATELY 80,000 LF OF CRACKS BETWEEN HAIRLINE AND WIDE EXIST. A) ACTUAL QUANTITIES, WIDTHS, AND REPAIR REQUIREMENTS MUST BE DETERMINED IN THE FIELD. B. APPLY REJUVENATION AGENT TO CENTER 75 IN ACCORDANCE WITH PROCEDURES PRESCRIBED BY UFC 3-270-01. 1. UTILIZE GSB-88 BY ASPHALT SYSTEMS INCORPORATED OR GOVERNMENT-APPROVED EQUIVALENT. APPLY IN ACCORDANCE WITH ALL MANUFACTURER S INSTRUCTIONS AND RECOMMENDATIONS. A) CONFLICT BETWEEN THE MANUFACTURER S INSTRUCTIONS AND RECOMMENDATIONS AND UFC 3-270-01 IS NOT ANTICIPATED. IF ANY CONFLICT IS FOUND, IMMEDIATELY BRING IT TO THE ATTENTION OF THE GOVERNMENT FOR RESOLUTION. C. WHILE R/W 22R/04L WILL BE CLOSED DURING WORK ACCOMPLISHMENTS, THREE ACTIVE RUNWAYS CROSS THE RUNWAY. THESE TAXIWAYS WILL REMAIN OPEN THROUGHOUT THE BULK OF WORK ACCOMPLISHMENT. OTHER ACTIVE AIRFIELD FEATURES WILL BE TRANSITED TO AND FROM THE WORK SITE. A) ALL WORK MUST BE CONDUCTED IAW DETAILED REQUIREMENTS OF AN APPROVED AIRFIELD CONSTRUCTION WAIVER. ALL WORK MUST BE ACCOMPLISHED UNDER DIRECT RADIO COMMUNICATION WITH THE CONTROL TOWER.
FA500022F0069GRANITE CONSTRUCTION COMPANYDepartment of Defense$250K
2022-05-232022-09-30324121GRANITE ASPHALT BPA 2022 ORDER
0047GRANITE CONSTRUCTION COMPANYDepartment of Defense$233.7K
2011-09-292011-12-31237310MC WEST GATE BYPASS, EAFB, CA
0005GRANITE CONSTRUCTION COMPANYDepartment of Defense$232.76K
2014-07-102014-09-30324121MISC TYPES OF ASPHALT
0058GRANITE CONSTRUCTION COMPANYDepartment of Defense$227.38K
2012-09-252013-12-31237310STATEMENT OF WORK REPAIR INTERSECTION DRAINAGE AT S. MUROC AND S. ROSMOND EDWARDS AIR FORCE BASE, CA AAPB: CAEA-1223 PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SUPERVISION TO REPAIR THE INTERSECTION AND DRAINAGE AT SOUTH MUROC AND SOUTH ROSAMOND AVE AT EDWARDS AFB, CA AS FOLLOWS: A. REMOVE AND REPLACE EXISTING UNDERGROUND INTERSECTION DRAINAGE SYSTEM. INSTALL 4 CATCH BASINS. INSTALL 24 INCH HDPE CULVERT PIPE WITH CONCRETE HEADWALLS AND SPILLWAY DISCHARGE. B. REMOVE AND REPLACE INTERSECTION CURB AND GUTTER, APPROXIMATELY 100 FEET OUT IN ALL 4 DIRECTIONS FROM CURB CORNERS. C. PATCH INTERSECTION AS NECESSARY. D. REPLACE EXISTING TRAFFIC SIGNS. SIGS MUST MEET STANDARDS CITED IN CAMUTCD. SIGNAGE TO BE REPLACED WILL BE TYPE III OR TYPE IV HIGHLY REFLECTIVE SIGNAGE. E. PROVIDE TEMPORARY TRAFFIC CONTROL DEVICES AND FLAGMEN IN ACCORDANCE WITH CAMUTCD. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTING ALL CONSTRUCTION/ DEMOLITION DEBRIS, AND ALL SOLID WASTE TO A STATE-LICENSED SOLID WASTE FACILITY OFF BASE. G. PERFORM ALL WORK IAW THE PROVIDED EM CHECKLIST. THE PERFORMANCE PERIOD IS 60 CALENDAR DAYS FROM THE TIME THE CONTRACTOR RECEIVES THE OFFICIAL NOTICE TO PROCEED FROM THE CONTRACTING OFFICER S REPRESENTATIVE AT THE EDWARDS RESIDENT OFFICE. CONTRACTOR IS REQUIRED TO USE DAVIS BACON WAGE DETERMINATION EFFECTIVE FOR OPTION YEAR 3. LIQUIDATED DAMAGES ARE $1,060.00 PER DAY.
0037GRANITE CONSTRUCTION COMPANYDepartment of Defense$224.78K
2011-09-012011-12-31237310REPAIR RUSSELL CIRCLE, EAFB, CA
0064GRANITE CONSTRUCTION COMPANYDepartment of Defense$223.07K
2012-09-282013-12-31237310STATEMENT OF WORK REPAIR RAMP 12 EDWARDS AIR FORCE BASE, CA AAPB: CAEA-1280 PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SUPERVISION TO REPAIR DAMAGED AREAS OF RAMP 12 AS FOLLOWS: A. REMOVE DAMAGED ACC PAVEMENT AREAS AS INDICATED ON USER PROVIDED DRAWING. APPROXIMATE AREA OF DAMAGED SECTIONS IS 1400 SY. B. PERFORM MINOR GRADING AS NECESSARY TO ENSURE DRAINAGE AND PREPARE BASE AS REQUIRED OVER AREA SHOWN ON USER PROVIDED DRAWING. ACHIEVE AND CONFIRM 95% COMPACTION AND PLACE 8 PCC CONCRETE. APPROXIMATE AREA IS 1880 SY. C. RESTORE PRE-EXISTING STRIPING. THE PERFORMANCE PERIOD IS 60 CALENDAR DAYS FROM THE TIME THE CONTRACTOR RECEIVES THE OFFICIAL NOTICE TO PROCEED FROM THE CONTRACTING OFFICER S REPRESENTATIVE AT THE EDWARDS RESIDENT OFFICE. CONTRACTOR IS REQUIRED TO USE DAVIS BACON WAGE DETERMINATION CA120033, MOD 9. LIQUIDATED DAMAGES ARE $1,060.00 PER DAY.
0038GRANITE CONSTRUCTION COMPANYDepartment of Defense$215.52K
2011-09-162013-03-05237310REPAIR AIRMAN'S DININING HALL PARKING LOT B 2412, EAFB, CA
0068GRANITE CONSTRUCTION COMPANYDepartment of Defense$209.6K
2012-09-292013-12-31237310SCOPE OF WORK: MAINTAIN ALL AIRFIELD PAVEMENTS, TO INCLUDE RUNWAYS, TAXIWAYS, RAMPS, APRONS, PADS, ON THE MAIN BASE, EDWARDS AFB, CA THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT, TOOLS, EQUIPMENT, MATERIALS, SUPPLIES, TRANSPORTATION, SUPERVISION, AND LABOR NECESSARY TO MAINTAIN ALL AIRFIELD PAVEMENTS, TO INCLUDE RUNWAYS, TAXIWAYS, RAMPS, APRONS, PADS, ON THE MAIN BASE ARE DEFINED IN THE FOLLOWING LIST OF REQUIREMENTS, EDWARDS AFB, CA. 1. THE CONTRACTOR WILL PERFORM THE FOLLOW TASKS: A. REMOVE RUBBER ON TOUCHDOWN AREA, R/W 04R/22L A CONCRETE SURFACE 100 W X 8,000 L (800,000 SF) AND REPAINT CENTERLINE AS AFFECTED BY THE REMOVAL OPERATION. B. REMOVE AND REPLACE 100 SF ASPHALT, RAMP 6 SHOULDER. C. REPAIR 5000 LF PCC JOINTS WITH SILICON AND FUEL RESISTANT SEALS AS DETERMINED AND AGREED BETWEEN COE AND CE IN DETAILED PRE-JOB SURVEYS. D. REPAIR PCC/ACC JOINT REPAIR AT JUNCTIONS OF TAXIWAYS A, B, AND C AND R/W 04L/22R, 1000 LF, TOTAL. E. PROVIDE 100 SF PCC SPALL REPAIR AS DETERMINED AND AGREED BETWEEN COE AND CE IN DETAILED PRE-JOB SURVEYS. F. PROVIDE AIRFIELD PAVEMENT MARKINGS AND REMOVAL, FOD REMOVAL, AND LABOR, EQUIPMENT, AND MATERIAL AS REQUIRED TO SUPPORT ALL WORK. PERFORMANCE PERIOD IS FORTY FIVE (45) CALENDAR DAYS FROM THE TIME THE CONTRACTOR RECEIVES THE FORMAL NOTICE TO PROCEED FROM THE CONTRACTING OFFICER S REPRESENTATIVE. "THE CONTRACTOR WAS ADVISED THAT DAVIS BACON WAGE RATES AT THE TIME THE LAST OPTION YEAR WAS EXERCISED WOULD BE USED." CA120031, MODIFICATION NO. 0009, DATED 08.03.2012. LIQUIDATED DAMAGES ARE CALCULATED AT $1,060.00 PER DAY.
N4019219F4332GRANITE CONSTRUCTION COMPANY GUAMDepartment of Defense$208.31K
2019-08-282020-02-25237310N40192-14-D-2830-N4019219F4332X117 REPAIR PARKING LOT B9000 AT MSA 1
W912CZ09P0125GRANITE CONSTRUCTION COMPANYDepartment of Defense$207.66K
2009-06-052011-10-14324121ASPHALT (CITY E DRIVEWAY MIX)
0039GRANITE CONSTRUCTION COMPANYDepartment of Defense$198K
2011-09-202011-11-30237310REPAIR BLDG 1806 PARKING LOT, EAFB, CA
0011GRANITE CONSTRUCTION COMPANY GUAMDepartment of Defense$191.98K
2015-10-232016-04-27237310IGF::OT::IGF WON 1389881 REPAIR/RESTRIPE EXCHANGE ROAD AND BUILDING 275 DECA COMMISSARY'S PARKING LOT, NBGAH
FA500021F0032GRANITE CONSTRUCTION COMPANYDepartment of Defense$190K
2021-02-252021-09-30324121DELIVERY ORDER FOR FA500018A0002 FOR ASPHALT
0057GRANITE CONSTRUCTION COMPANYDepartment of Defense$180.29K
2012-09-252013-12-31237310STATEMENT OF WORK MC PAVE AND FENCE AT PCC PROCESSING AREA EDWARDS AIR FORCE BASE, CA AAPB: CAEA-1227 PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SUPERVISION TO PAVE AND CONSTRUCT A FENCE TO PROTECT THE PCC PROCESSING AREA, SOUTH OF JONES ROAD, AT EDWARDS AFB, CA AS FOLLOWS: A. PAVE EXISTING ROAD ENTRANCE AT JONES ROAD. 1. PCC ENTRANCE AT 24 WIDE, 70 LONG, RADIUS CURB RETURNS TO JONES ROAD. 2. CONSTRUCT DOUBLE-SWING, HEAVY DUTY GATE 70 FROM JONES ROAD. B. CONSTRUCT APPROXIMATELY 2500LF, 8 TALL, HEAVY DUTY CHAIN LINK FENCE IN SECTIONS AND AT LOCATIONS APPROXIMATELY AS SHOWN ON FIGURE 1. 1. POSTS SHALL BE CONCRETE-EMBEDDED. NO BARBED-WIRE OUTRIGGERS ARE TO BE USED. C. INCORPORATE DOUBLE-SWING, HEAVY-DUTY GATES AT THE MARKED LOCATIONS, 5 TOTAL. 1. SIGN GATES USING END-OF-ROAD BARRIER SIGNAGE. 2. GATE DESIGN TO BE SIMILAR TO THAT OF NEWLY-INSTALLED PERIMETER GATES, ACCOMPLISHED BY COE CONTRACT IN FY09. D. GRUBBING AND CLEARING MUST BE MINIMIZED. CARE MUST BE TAKEN TO PREVENT POST-CONSTRUCTION VEHICULAR ACCESS, OR THE APPEARANCE OF VEHICULAR ACCESS ALONG THE FENCE LINE FOLLOWING CONSTRUCTION. 1. MITIGATE DAMAGED AREA BY REPLACING REMOVED MATERIAL OVER GRADE TRACK. THE PERFORMANCE PERIOD IS 45 CALENDAR DAYS FROM THE TIME THE CONTRACTOR RECEIVES THE OFFICIAL NOTICE TO PROCEED FROM THE CONTRACTING OFFICER S REPRESENTATIVE AT THE EDWARDS RESIDENT OFFICE. CONTRACTOR IS REQUIRED TO USE DAVIS BACON WAGE DETERMINATION CA120031, MOD 9 LIQUIDATED DAMAGES ARE $1,060.00 PER DAY.
0042GRANITE CONSTRUCTION COMPANYDepartment of Defense$179.45K
2011-09-272011-12-31237310MAINTAIN AIRFIELD PAVEMENT,