JOB: TILT UP WAREHOUSE, TYPICAL By : Foothill Consultants
|
|
|
- Kelley Morrison
- 5 years ago
- Views:
Transcription
1 03000 MOBILIZATION SUPERINTENDENT PLAN REVIEW & MAT'L TAKEOFF 40 MH 1 LS $5.00 $200 $76.70 $3, $0 $0 $3,268 TOTAL STATION SET UP 16 MH 1 LS $0 $50.00 $ $50.00 $800 $0 $1,600 PRIMAVERA - SCHEDULE SET UP 1 LS 1 LS $0 $0 0.0 $0 $1,200 $1,200 $1,200 ORGANIZE TOOLS, SET UP CONEX BOX 16 MH 1 LS $0 $76.70 $1, $0 $0 $1,227 SET UP JOBSITE TRAILER, PICK UP & DELVERY 8 MH 1 LS $0 $76.70 $ $0 LS $500 $1,114 BUY SAFETY START UP SUPPLIES 1 LS 1 LS $ $350 $76.70 $ $0 $0 $427 BLUE PRINTS - 2 FULL SIZE, 1 HALF SIZE 2 SETS 1 LS $ $400 $0 0.0 $0 $0 $400 JOB FILE SET UP & START UP FILES 8 MH 1 LS $0 $76.70 $ $0 $0 $614 TRUCKING OF CONEX BOXES TO SITE 3 EA 1 LS $0 $0 0.0 $0 $350 $1,050 $1,050 SAFETY ORIENTATION - 35 MEN x 1 HR 35 MH 1 LS $5.00 $175 $76.70 $2, $0 $0 $2,859 DRUG TESTING - 15 MEN x 1 MH 15 MH 1 LS $0 $76.70 $1, $50.00 $750 $0 $1,900 $0 $0.00 $0 0.0 $0 $0 $0 TOTAL MAN DAYS - THIS PHASE 17 MD ======== ======== ======= ======== ======== ======== $1,125 $10, $1,550 $2,750 $15, MOBILIZATION LS FOUNDATION & LAYOUT LAYOUT GRID LINES - 2 MEN 8 HRS x 1 DAYS 16 MH 1.0 LS $15.00 $240 $76.70 $1, $0 $0 $1,467 CHALK FOOTINGS - 2 MEN x 8 HRS x 2 DAYS 32 MH 1.0 LS $5.00 $160 $76.70 $2, $0 $0 $2,614 LAYOUT COLUMN TEMPLATES 84 EA 2.0 PER/MH $5.00 $420 $38.35 $3, $0 $0 $3, EXCAVATE FOOTINGS - DAILY LEFT 1,147 CY 8.8 YDS/HR $0 $8.77 $10, $0 $0 $10,054 EXCAVATOR RENTAL 131 HRS 1.0 LS $16.00 $2,097 $0 0.0 $48.75 $6,390 $0 $8,488 DUMP TRUCK RENTAL & DRIVER - OFF-HAUL ON SITE 131 HRS 0.0 YDS/HR $8.00 $1,049 $0 0.0 $12.50 $1,639 $0 $2,687 FINE GRADE 1 MH x HOE HOURS 131 MH 1 LS $0 $76.70 $10, $0 $0 $10,054 REBAR TEMPLATE 6,528 LF 16.0 LF/MH $2.00 $13,056 $4.79 $31, $0 $0 $44,349 RE-USE 66%, 3 USES PER BOARD -4,308 LF 1.0 LS $2.00 ($8,617) $0 0.0 $0 $0 ($8,617) 4 BOLT COLUMN TEMPLATES 78 EA 0.5 PER/MH $15.00 $1,170 $ $11, $0 $0 $13,135 GROUT DAMS 78 EA 4.0 PER/MH $5.00 $390 $19.17 $1, $0 $0 $1,886 GROUT BASES 95.3 CU FT 2.0 CF/MH $30.00 $2,859 $38.35 $3, $0 $0 $6,514 BRACE FRAME COLUMN TEMPLATES - 8 MH EA 6 EA 0.1 PER/MH $50.00 $300 $ $3, $0 $0 $3,981 GROUT DAMS 6 EA 4.0 PER/MH $8.00 $48 $19.17 $ $0 $0 $163 GROUT BASES 14.1 CU FT 2.0 CF/MH $30.00 $423 $38.35 $ $0 $0 $964 PRECAST PANEL GROUT PADS 184 EA 4.0 PER/MH $3.50 $644 $19.17 $3, $0 $0 $4,172 PLACE CONCRETE - 5 MEN 6 HRS x CY EA 180 MH 1 LS $0 $76.70 $13, $0 $0 $13,806 PLACEMENT OVERTIME 0 MH 1 LS $0 $ $0 0.0 $0 $0 $0 CONCRETE PUMPING TAIL GATE 0 HRS 1 LS $0 $0 0.0 $0 $ $0 $0 CONCRETE PUMPING 0 CY 1 LS $0 $0 0.0 $0 $3.00 $0 $0 Page 1
2 CURE FOOTING TOPS - 2 MH x 6 POURS 14,307 SF SF/MH $0.03 $429 $0.06 $ $0 $0 $1,350 1/2" SAND OVER SRPEAD FOOTING TOPS - 4 PER MH = 21 MH 13 TONS 0.6 TONS/MH $32.00 $416 $ $1, $0 $0 $2,027 MAINTAIN REBAR / STEEL STAKE SAFETY CAPS 24 MH 1 LS LS $500 $76.70 $1, $0 $0 $2,341 TOTAL MAN DAYS - THIS PHASE 165 MD TOTAL # OF CONCRETE POURS - THIS PHASE 6 EA BUY CONCRETE - 3,000 PSI 0.55 WCR 1,148 CY $ $142,926 $0 0.0 $0 $0 $142,926 ( WASTE FACTOR : 25%) ======== ======== ======= ======== ======== ======== SUB TOTAL $158,510 $101, $8,029 $0 $268, FOUNDATION & LAYOUT 236,000 SF $0.67 $0.43 $0.03 $0.00 $ TRENCH DRAIN LAYOUT 8 MH 1 LS $5.00 $40 $76.70 $ $0 $0 $ EXCAVATE DRAIN SLOT - DAILY LEFT 186 CY 7.5 YDS/HR $0 $10.23 $1, $0 $0 $1,902 EXCAVATOR RENTAL 25 HRS 1.0 LS $16.00 $397 $0 0.0 $48.75 $1,209 $0 $1,606 DUMP TRUCK RENTAL & DRIVER - OFF-HAUL ON SITE 25 HRS 0.0 YDS/HR $8.00 $198 $0 0.0 $12.50 $310 $0 $508 FINE GRADE 1 MH x HOE HOURS 25 MH 1 LS $0 $76.70 $1, $0 $0 $1,902 SET ONLY TRENCH DRAIN 802 LF 2.5 LF/MH $2.00 $1,604 $30.68 $24, $0 $0 $26,209 PLYWOOD LID 802 LF 16 LF/MH $1.50 $1,203 $4.79 $3, $0 $0 $5,047 PLACE CONCRETE - 3 MEN 6 HRS x 2 POURS 36 MH 1 LS $0 $76.70 $2, $0 $0 $2,761 PLACEMENT OVERTIME - 0 MH 1 LS $0 $ $0 0.0 $0 $0 $0 CONCRETE PUMPING TAIL GATE 0 HRS 1 LS $0 $0 0.0 $0 $ $0 $0 CONCRETE PUMPING 0 CY 1 LS $0 $0 0.0 $0 $3.00 $0 $0 TOTAL MAN DAYS - THIS PHASE 58 MD TOTAL # OF CONCRETE POURS - THIS PHASE 2 EA BUY CONCRETE - 3,000 PSI 0.55 WCR 114 CY $ $14,193 $0 0.0 $0 $0 $14,193 ( INCLUDING 20% WASTE) ======== ======== ======= ======== ======== ======== SUB TOTAL $17,635 $35, $1,519 $0 $54, TRENCH DRAIN 802 LF $21.99 $44.42 $1.89 $0.00 $ SLAB ON GRADE LAYOUT - 4 MH x 11 POURS 44 MH 1 LS $5.00 $220 $76.70 $3, $0 $0 $3,595 FINE GRADE - 4 MH x 11 POURS 221,781 SF SF/MH $0 $0.02 $3, $0 $0 $3,375 SLAB EDGE FORM - LSL 2,529 LF 18 LF/MH $1.12 $2,838 $4.26 $10, $0 $0 $13,614 CONSTRUCTION JOINT - LSL 2,006 LF 18 LF/MH $1.12 $2,247 $4.26 $8, $0 $0 $10,794 Page 2
3 3/8" DIAMOND EF / CJ 111 EA 12 PER/MH $3.74 $417 $6.39 $ $0 $0 $1, MIL VAPOR OFFICE AREA - 3 MEN 4 HRS 8,753 SF SF/MH $0.32 $2,801 $0.21 $1, $0 $0 $4,642 DIAMOND BLOCK OUTS 78 EA 3.25 PER/MH $27.50 $2,145 $23.60 $1, $0 $0 $3,986 BUY DOWEL BASKETS INCLUDING 5% WASTE 9,362 LF $3.53 $33,057 $0.00 $0 0.0 $0 $0 $33,057 FREIGHT FOR DOWEL BASKETS 2 LOADS $0 $0.00 $0 0.0 $0 $950 $1,900 $1,900 UNLOAD TRUCKS 2 TRUCKS 4 MH/EA $0 $ $ $0 $0 $614 LAYOUT & PAINT LINES 11 POURS 12 MH/EA $0 $ $10, $0 $0 $10,124 STACK & PREP EDGES 11 POURS 16 MH/EA $0 $1,227 $13, $0 $0 $13,499 SPREAD BASKETS DURING POUR 11 POURS 30 MH/EA $0 $2,301 $25, $0 $0 $25,310 LIFT REBAR DURING POUR 11 POURS 12 MH/EA $0 $ $10, $0 $0 $10,124 LASER SCREED $1,000 PER MOVE IN 1 EA RENTAL > $0 $0 0.0 $0 $1,000 $1,000 $1,000 LASER SCREED $1500 PER DAY 13 DAYS RENTAL > $0 $0 0.0 $0 $1,500 $19,500 $19,500 PANS & RIDERS $1500 PER DAY 13 DAYS RENTAL > $0 $0 0.0 $0 $1,500 $19,500 $19,500 WET DOWN, PROOF ROLL SUBGRADE PRIOR TO POUR 13 POURS 6 MH/EA $0 $ $5, $0 $0 $5,982 PLACE CONCRETE, LASER PORTION - 14 MEN 8 HRS x 4 28K 448 MH 1 LS $0 $76.70 $34, $0 $0 $34,360 PLACE CONCRETE, HAND ROD - 18 MEN 8 HRS x 7 POURS 1,008 MH 1 LS $0 $76.70 $77, $0 $0 $77,311 PLACEMENT OVERTIME - 4 MEN 3 HRS x 11 POURS 132 MH 1 LS $0 $ $15, $0 $0 $15,186 CONCRETE PUMPING HRS x 11 POURS 88 HRS 1 LS $0 $0 0.0 $0 $ $28,600 $28,600 CONCRETE PUMPING 4,580 CY 1 LS $0 $0 0.0 $0 $3.00 $13,740 $13,740 LAYOUT FOR SAWCUT 2 MEN 4 HRS x 11 POURS 88 MH 1 LS $5.00 $440 $76.70 $6, $0 $0 $7,189 SAWCUT SLAB 32,600 LF 125 LF/MH $0.25 $8,150 $0.61 $20, $0.25 $8,150 $0 $36,303 SAWCUT EDGE FORM, CONST JOINT 4,560 LF 125 LF/MH $0.25 $1,140 $0.61 $2, $0.25 $1,140 $0 $5,078 SAWCUT DIAMONDS 936 LF 125 LF/MH $0.25 $234 $0.61 $ $0.25 $234 $0 $1,042 SPRAY ON CURE - 6 MH x 11 POURS 221,782 SF SF/MH $0.05 $11,089 $0.02 $5, $0 $0 $16,151 SINGLE USE BLANKETS, 7 DAY MOIST CURE WITH 5% OVERLAP - BUY 232,871 SF LS $0.13 $30,273 $0 0.0 $0 $0 $30,273 SPREAD BLANKETS - 4 MEN 4 HRS x 13 POURS, GOSNEY 208 MH 1 LS $0 $76.70 $15, $0 $0 $15,953 MAINTAIN MOISTURE - 1 MAN 2 HRS x 7 DAYS x 13 POURS, GOSNEY 182 MH 1 LS $0 $76.70 $13, $0 $0 $13,959 STRIP & DISPOSE OF BLANKETS - 3 MEN 4 HRS x 13 POURS, PETE 156 MH 1 LS $0 $76.70 $11, $0 $0 $11,965 TOTAL MAN DAYS - THIS PHASE 421 MD TOTAL # OF CONCRETE POURS - THIS PHASE 11 EA BUY CONCRETE - ADDITIVES - MACRO FIBERS 4,579 CY $16.00 $73,264 $0 0.0 $0 $0 $73,264 BUY CONCRETE - 4,000 PSI 0.45 WCR, 0.04% SRHINKAGE 4,579 CY $ $666,245 $0 0.0 $0 $0 $666,245 (INCLUDING 10% WASTE) ======== ======== ======= ======== ======== ======== SUB TOTAL $834,559 $300, $9,524 $84,240 $1,228, SLAB ON GRADE 221,782 SF $3.76 $1.35 $0.04 $0.38 $ CLOSURE STRIP LAYOUT - 4 MH x 9 POURS 36 MH 1 LS $5.00 $180 $76.70 $2, $0 $0 $2,941 Page 3
4 FINE GRADE - 4 MH x 9 POURS 13,520 SF SF/MH $0 $0.20 $2, $0 $0 $2,761 EDGE DOOR OPENINGS 726 LF 10 LF/MH $1.00 $726 $7.67 $5, $0 $0 $6,294 SET ONLY ROLL UP DOOR OPENINGS 71 EA 1 PER/MH $5.00 $355 $76.70 $5, $0 $0 $5,801 LAYOUT, SET DOWEL BASKETS - 2 MEN 4 HRS x 9 POURS 72 MH 1 LS $0 $76.70 $5, $0 $0 $5,522 BREAK & REMOVE DIAMOND BLOCK OUTS 78 EA 1 PER/MH $0 $76.70 $5, $0 $0 $5,982 PLACE CONCRETE, CLOSURE - 7 MEN 8 HRS x 9 POURS 504 MH 1 LS $0 $76.70 $38, $0 $0 $38,656 PLACE CONCRETE, DIAMONDS 45 MIN / EA W/ 78 EA 56 MH 1 LS $0 $76.70 $4, $0 $0 $4,295 PLACEMENT OVERTIME - 3 MEN 3 HRS x 9 POURS 81 MH 1 LS $0 $76.70 $6, $0 $0 $6,213 CONCRETE PUMPING GEORGIA BUGGIES 0 HRS 1 LS $0 $0 0.0 $0 $ $0 $0 CONCRETE PUMPING 0 CY 1 LS $0 $0 0.0 $0 $3.00 $0 $0 LAYOUT FOR SAWCUT - 4 MH x 9 POURS 36 MH 1 LS $5.00 $180 $76.70 $2, $0 $0 $2,941 SAWCUT CLOSURE 1,416 LF 125 LF/MH $0.25 $354 $0.61 $ $0.25 $354 $0 $1,577 RE-CUT SLAB EGDE 2,529 LF 125 LF/MH $0.25 $632 $0.61 $1, $0.25 $632 $0 $2,816 RE-CUT DIAMONDS 936 LF 125 LF/MH $0.25 $234 $0.61 $ $0.25 $234 $0 $1,042 SPRAY ON CURE - 4 MH x 9 POURS 13,520 SF SF/MH $0.05 $676 $0.20 $2, $0 $0 $3,437 SINGLE USE BLANKETS, 7 DAY MOIST CURE WITH 5% OVERLAP - BUY 14,196 SF LS $0.13 $1,845 $0 0.0 $0 $0 $1,845 SPREAD BLANKETS - 3 MEN 4 HRS x 9 POURS, GOSNEY 108 MH 1 LS $0 $76.70 $8, $0 $0 $8,283 MAINTAIN MOISTURE - 1 MAN 2 HRS x 7 DAYS x 9 POURS, GOSNEY 126 MH 1 LS $0 $76.70 $9, $0 $0 $9,664 STRIP & DISPOSE OF BLANKETS - 2 MEN 4 HRS x 9 POURS, PETE 72 MH 1 LS $0 $76.70 $5, $0 $0 $5,522 TOTAL MAN DAYS - THIS PHASE 140 MD TOTAL # OF CONCRETE POURS - THIS PHASE 9 EA BUY CONCRETE - ADDITIVES - MACRO FIBERS 350 CY $16.00 $5,600 $0 0.0 $0 $0 $5,600 BUY CONCRETE - 4,000 PSI 0.45 WCR, 0.04% SRHINKAGE 350 CY $ $50,925 $0 0.0 $0 $0 $50,925 (INCLUDING 10% WASTE) ========= ========= ======= ========= ========= ========= SUB TOTAL $61,708 $109, $1,220 $0 $172, CLOSURE STRIP 13,520 SF $4.56 $8.08 $0.09 $0.00 $ BOLLARDS PER TI DRAWINGS LAYOUT 50 EA 4.0 PER/MH $5.00 $250 $19.17 $ $0 $0 $1,209 DRILL EXCAVATE 50 EA 3.0 PER/MH $0 $25.57 $1, $25.00 $1,250 $38.33 $1,917 $4,445 SET ONLY BOLLARDS 50 EA 2.0 PER/MH $15.00 $750 $38.35 $1, $0 $0 $2,667 SONOTUBE TOPS 50 EA 2.0 PER/MH $15.00 $750 $38.35 $1, $0 $0 $2,667 PLACE CONCRETE - 50 EA 1 LS $0 $76.70 $3, $0 $0 $3,835 PLACEMENT OVERTIME 0 MH 1 LS $0 $ $0 0.0 $0 $0 $0 CONCRETE PUMPING TAIL GATE 0 HRS 1 LS $0 $0 0.0 $0 $ $0 $0 CONCRETE PUMPING 0 CY 1 LS $0 $0 0.0 $0 $3.00 $0 $0 WIPE DOWN 50 EA 4.0 PER/MH $0 $19.17 $ $0 $0 $959 TOTAL MAN DAYS - THIS PHASE 18 MD Page 4
5 TOTAL # OF CONCRETE POURS - THIS PHASE 1 EA BUY CONCRETE - 4,000 PSI 0.45 WCR 29 CY $ $3,611 $0 0.0 $0 $0 $3,611 (INCLUDING 10% WASTE) ======== ======== ======= ======== ======== ======== SUB TOTAL $5,361 $10, $1,250 $1,917 $19, BOLLARDS PER TI DRAWINGS 50 EA $ $ $25.00 $38.33 $ TILT PANELS FORMING LAYOUT 1 MH PER PANEL 92 PANELS 1 PER/MH $5.00 $460 $76.70 $7, $0 $0 $7,516 SAWCUT COVER CAPS 16,010 LF 100 LF/MH $0.35 $5,604 $0.77 $12, $0 $0 $17,883 BOND BREAKER - 2 COATS BASED ON NET SF 86,340 SF 500 SF/MH $0.05 $4,317 $0.15 $13, $0 $0 $17,561 ALUMINUM COMMONS, BLKOUTS, 4,187 EA 15 PER/MH $0 $5.11 $21, $0 $0 $21,409 2 x PERIMTER, 2' OC 2,194 EA 20 PER/MH $0 $3.83 $8, $0 $0 $8,412 PERIMETER, COMMON, BLOCK OUT - 10"" LSL 12,761 LF 20 LF/MH $2.35 $29,988 $3.83 $48, $0 $0 $78,925 MITER EDGE - 10"" 364 LF 5 LF/MH $7.00 $2,548 $15.34 $5, $0 $0 $8,132 CAST ON PILASTER EDGE + 2" THICKNESS 148 LF 12 LF/MH $2.00 $296 $6.39 $ $0 $0 $1,242 3/4" CHAMFER 33,894 LF 30 LF/MH $0.13 $4,474 $2.56 $86, $0 $0 $91,127 3/4" x 1 1/2" V-GROOVE REVEAL 13,967 LF 20 LF/MH $0.24 $3,380 $3.83 $53, $0 $0 $56,942 SCUPPER BLOCK OUTS 44 EA 4 PER/MH $10.00 $440 $19.17 $ $0 $0 $1,284 FORMWORK PER PANEL 92 PANELS 37 MH/EA EMBEDS LAYOUT 92 PANELS 0.5 PER/MH $5.00 $460 $ $14, $0 $0 $14,572 MAN DOORS 17 EA 0.5 PER/MH $50.00 $850 $ $2, $0 $0 $3,458 DOOR GUARDS 142 EA 4 PER/MH $5.00 $710 $19.17 $2, $0 $0 $3,433 C-CHANNEL STEEL LEDGER 1,584 LF 10 LF/MH $0.75 $1,188 $7.67 $12, $0 $0 $13,337 ANGLE STEEL LEDGER 595 LF 10 LF/MH $0.75 $446 $7.67 $4, $0 $0 $5,010 NEAR SIDE EMBEDS, SMALL 12 EA 4 PER/MH $1.25 $15 $19.17 $ $0 $0 $245 NEAR SIDE EMBEDS, LARGE 16 EA 0.5 PER/MH $3.00 $48 $ $2, $0 $0 $2,502 FAR SIDE EMBEDS, CANOPY: ALLOWANCE 33 PANELS x 2 MH EA 66 MH 1 LS $5.00 $330 $76.70 $5, $0 $0 $5,392 TOP OUT EMBEDS PER PANEL 92 PANELS 6 MH/EA WHITECAP ITEMS ENGINEERING 40 PAGES $74.12 $2,965 $0 0.0 $0 $0 $2,965 LAYOUT 92 PANELS 0.5 PER/MH $5.00 $460 $ $14, $0 $0 $14,572 SUPER LIFT III INSERT - 10" 808 EA 5 PER/MH $14.12 $11,405 $15.34 $12, $0 $0 $23,800 BRACE INSERT - 10" 294 EA 5 PER/MH $7.85 $2,307 $15.34 $4, $0 $0 $6,817 SLAM ANCHORS COMPLETE 294 EA 5 PER/MH $8.18 $2,403 $15.34 $4, $0 $0 $6,913 SUPER 32 BRACES 294 EA 0.5 PER/MH $43.60 $12,818 $ $45, $0 $0 $57,917 Page 5
6 3/4" COIL BOLTS 294 EA 12 PER/MH $0.27 $80 $6.39 $1, $0 $0 $1,959 LIFT CLUTCHES 8 EA 3 PER/MH $16.35 $131 $25.57 $ $0 $0 $335 WHITECAP ITEMS PER PANEL 92 PANELS 12 MH/EA PREP & POUR PICK STEEL 92 PANELS 1 PER/MH $50.00 $4,600 $76.70 $7, $0 $0 $11,656 FINE DETAIL & CHECK PANELS 92 EA 2 PER/MH $0 $38.35 $3, $0 $0 $3,528 BLOW OUT PANELS 92 EA 2 PER/MH $0 $38.35 $3, $0 $0 $3,528 PLACE CONCRETE - 12 MEN 8 HRS x 8 POURS 768 MH 1 LS $0 $76.70 $58, $0 $0 $58,904 PLACEMENT OVERTIME - 3 MEN 4 HRS x 8 POURS 96 MH 1 LS $0 $ $11, $0 $0 $11,044 CONCRETE PUMPING HRS x 8 POURS 64 HRS 1 LS $0 $0 0.0 $0 $ $20,800 $20,800 CONCRETE PUMPING 2,933 CY 1 LS $0 $0 0.0 $0 $3.00 $8,799 $8,799 CURE PANELS BASED ON NET SF 86,340 SF 1000 SF/MH $0.05 $4,317 $0.08 $6, $0 $0 $10,939 PREP & POUR PER PANEL 92 PANELS 13 MH/EA PANEL LIFT STRIP & CLEAN UP PANELS 92 PANELS 0.5 PER/MH $0 $ $14, $0 $0 $14,112 CHIP OUT PICKS & BRACES, PER PANEL 92 EA 0.25 PER/MH $0 $ $28, $0 $0 $28,225 SNAP LINES ON FTGTS, FTG LINE, PER PANEL 92 EA 4 PER/MH $0 $19.17 $1, $0 $0 $1,764 DRILL & SET PANEL STAYS, BUMPER PINS, 2 PER PANEL 184 EA 2.3 PER/MH $2.00 $368 $33.35 $6, $0 $0 $6,504 CRANE MOVE IN MOVE OUT - 1 TIME 330 TON CRAWLER 1 LS 1 LS $0 $0 0.0 $0 $44,000 $44,000 $44,000 CRANE ERECTION - 20 PANELS DAY 40 HRS 1 OS $0 $0 0.0 $0 $1,325 $53,000 $53,000 ERECTION CREW - 6 MEN 8 HRS, 20 PANELS / DAY 92 EA 0.42 PER/MH $0 $ $16, $0 $0 $16,800 CONTINUOUS PANELS 2,179 LF 25 LF/MH $4.50 $9,806 $3.07 $6, $0 $0 $16,490 CLEAT & LINE PANELS 92 EA 1 PER/MH $0 $76.70 $7, $0 $0 $7,056 SACK & PATCH PANELS - GROSS SF 96,064 SF 130 SF/MH $0.08 $7,685 $0.59 $56, $0.08 $7,685 $0 $72,046 PATCH INTERIOR LIFT & BRACE INSERTS 920 EA 6 PER/MH $5.00 $4,600 $12.78 $11, $0 $0 $16,360 REMOVE SAWCUT FILLER CAPS 16,010 LF 200 LF/MH $0 $0.38 $6, $0 $0 $6,140 PANEL LIFT PER PANEL 92 PANELS 22 MH/EA TOTAL MAN DAYS - THIS PHASE 1,029 MD TOTAL # OF CONCRETE POURS - THIS PHASE EA BUY CONCRETE - 4,000 PSI 0.50 WCR 2,932 CY $ $426,606 $0 0.0 $0 $0 $426,606 (INCLUDING 10% WASTE) ======== ======== ======= ======== ======== ======== SUB TOTAL $546,106 $631, $7,685 $126,599 $1,311, TILT PANELS 96,064 SF $5.68 $6.57 $0.08 $1.32 $ CASTING SLAB LAYOUT - 2 MEN 2 HRS 4 MH 1 LS $5.00 $20 $76.70 $ $0 $0 $327 LASER SCREED $1,000 PER MOVE IN 1 EA RENTAL > $0 $0 0.0 $0 $1,000 $1,000 $1,000 Page 6
7 LASER SCREED $1500 PER DAY 2 DAYS RENTAL > $0 $0 0.0 $0 $1,500 $3,000 $3,000 PANS & RIDERS $1500 PER DAY 2 DAYS RENTAL > $0 $0 0.0 $0 $1,500 $3,000 $3,000 PLACE CONCRETE - 12 MEN 8 HRS x 2 POURS 192 MH 1 LS $0 $76.70 $14, $0 $0 $14,726 PLACEMENT OVERTIME - 3 MEN 4 HRS x 2 POURS 24 MH 1 LS $0 $ $2, $0 $0 $2,761 CONCRETE PUMPING HRS x 2 POURS 12 HRS 1 LS $0 $0 0.0 $0 $ $3,900 $3,900 CONCRETE PUMPING 388 CY 1 LS $0 $0 0.0 $0 $3.00 $1,164 $1,164 CURE 45,742 SF SF/MH $0.05 $2,287 $0.04 $1, $0 $0 $4,128 BREAK & REMOVE CASTING SLAB 45,742 SF 250 SF/MH $0 $0.31 $14, $0 $0 $14,033 DUMP FEES 530 TONS > > $0 $0 0.0 $0 $20.00 $10,600 $10,600 CLEANUP GRADING 45,742 SF 750 SF/MH $0 $0.10 $4, $0 $0 $4,678 TOTAL MAN DAYS - THIS PHASE 62 MD TOTAL # OF CONCRETE POURS - THIS PHASE 2 EA BUY CONCRETE - 3,000 PSI 0.55 WCR 388 CY $ $56,454 $0 0.0 $0 $0 $56,454 (INCLUDING 10% WASTE) ========= ========= ======= ========= ========= ========= SUB TOTAL $58,761 $38, $0 $22,664 $119, CASTING SLAB 45,742 SF $1.28 $0.84 $0.00 $0.50 $ CONCRETE BUMPER COLUMNS LAYOUT 84 EA 5.3 PER/MH $5.00 $420 $14.61 $1, $0 $0 $1,647 PREP SLAB 84 EA 4.0 PER/MH $0 $19.17 $1, $0 $0 $1,611 DOUBLE WRAP SONOTUBE 18" DIAMETER - BUY 252 LF 1.0 LS $7.50 $1,890 $0 0.0 $0 $0 $1,890 SET & BRACE SONOTUBE 84 EA 2.0 PER/MH $10.00 $840 $38.35 $3, $0 $0 $4,061 PLACE CONCRETE - 3 MEN 6 HRS x 4 21 EA PER DAY 72 MH 1 LS $0 $76.70 $5, $0 $0 $5,522 PLACEMENT OVERTIME - 0 MH 1 LS $0 $ $0 0.0 $0 $0 $0 CONCRETE PUMPING GEORGIA BUGGIES 0 HRS 1 LS $0 $0 0.0 $0 $ $0 $0 CONCRETE PUMPING 0 CY 1 LS $0 $0 0.0 $0 $3.00 $0 $0 WIPE DOWN COLUMNS 84 EA 4.0 PER/MH $0 $19.17 $1, $0 $0 $1,611 TOTAL MAN DAYS - THIS PHASE 22 MD TOTAL # OF CONCRETE POURS - THIS PHASE 4 EA ESTIMATE ADJUSTMENT UP / DOWN $0 $0 0.0 $0 $0 $0 BUY CONCRETE - 3,000 PSI 0.55 WCR 19 CY $ $2,765 $0 0.0 $0 $0 $2,765 ======== ======== ======= ======== ======== ======== SUB TOTAL $5,915 $13, $0 $0 $19, CONCRETE BUMPER COLUMNS 84 EA $70.41 $ $0.00 $0.00 $ Page 7
8 03000 REINFORCING REBAR BY SUBCONTRACTOR - CAMBLIN 1 LS $0 $0 0.0 $0 LS $672,880 $672,880 DEDUCT CHANGE SLAB TO # 18" OC 1 LS $0 $0 0.0 $0 LS ($65,000) ($65,000) DEDUCT CHANGE PANELS TO # 24" OC ON ONE FACE 1 LS $0 $0 0.0 $0 LS ($52,000) ($52,000) PLUG - HOISTING 1 LS $0 $0 0.0 $0 LS $25,000 $25,000 F&H LABOR - COORDINATION 24 MH $0 $76.70 $1, $0 $0 $1,841 TOTAL MAN DAYS - THIS PHASE 3 MD $0 $0 0.0 $0 $0 $0 BUY CONCRETE 0 CY $97.00 $0 $0 0.0 $0 $0 $0 (INCLUDING 10% WASTE) ========= ========= ======= ========= ========= ========= SUB TOTAL $0 $1, $0 $580,880 $582, REINFORCING 236,000 SF $0.00 $0.01 $0.00 $2.46 $ GENERAL CONDITIONS - JOBSITE OVERHEAD DURATION NUMBER OF POURS PER WEEK 2.0 TOTAL NUMBER OF POURS 35.0 TOTAL NUMBER OF WEEKS x POURS PER WEEK 17.5 TOTAL NUMBER OF MONTHS = WEEKS / TOTAL NUMBER OF MONTHS FOR GC'S 4.0 HARD KEY AVERAGE NUMBER OF MEN BASED ON TOTAL HRS & MONTHS 23.8 TOTAL HRS - GC HRS/8/21/HARD KEY MOS. FACILITIES & OPERATING EXPENSE CONEX BOX/ COMBO OFFICE (3 EACH) 12 MOS. $0 $0 0.0 $0 $40 $480 $480 OFFICE TRAILER - IN/OUT 1 EA $0 $0 0.0 $0 $1,400 $1,400 $1,400 OFFICE TRAILER 4 MOS. $0 $0 0.0 $0 $285 $1,140 $1,140 OFFICE FURNITURE 1 LS $0 $0 0.0 $0 $600 $600 $600 JOBSITE TOOL BIN, ROLL AROUND 4 MOS. $0 $0 0.0 $0 $250 $1,000 $1,000 CELL PHONES - 2 EACH 8 MOS. $ $960 $0 0.0 $0 $0 $960 LAPTOPS - SPLIT BETWEEN 2 JOBS 1 EA $650 $650 $0 0.0 $0 $0 $650 TEMP POWER 4 MOS. $ $600 $0 0.0 $0 $0 $600 OFFICE SUPPLIES, FIELD FORMS 4 MOS. $ $400 $0 0.0 $0 $0 $400 FIRST AID / SAFETY 4 MOS. $0 $0 0.0 $500 $2,000 $0 $2,000 SCHEDULING UPDATE 4 MOS. $0 $0 0.0 $0 $600 $2,400 $2,400 DRINKING WATER, SHADE SHELTERS 4 MOS. $ $800 $0 0.0 $100 $400 $0 $1,200 DELINEATORS & CAUTION TAPE - 16 MH PER MONTH 4 MOS. $ $400 $1,227 $4, $0 $0 $5,309 Page 8
9 FOOTING CROSSING, BRIDGES - 16 MH PER MONTH 4 MOS. $ $400 $1,227 $4, $0 $0 $5,309 CONCRETE WASH OUT BINS 9,559 CY $0 $0 0.0 $1.00 $9,559 $0 $9,559 SUPERVISION & CLEAN UP FULL TIME FOREMAN - $89 PER MH x 172 HRS PER MO 4.0 MOS. $ $3,400 $15,308 $61, $ $3,000 $0 $67,632 PROJECT MANAGER - $89 PER MH x 68 HRS PER MO 4.0 MOS. $ $1,700 $5,440 $21, $ $1,500 $0 $24,960 PROJECT ENGINEER - $52 PER MH x 68 HRS PER MO 4.0 MOS. $ $2,000 $3,536 $14, $ $1,600 $0 $17,744 DELIVERY / FORK LIFT OPERATOR $64 PER MH x 80 HRS PER MO 2.0 MOS. $0 $5,120 $10, $0 $0 $10,240 CLEANUP - 16 MH PER WEEK MH $0 $76.70 $21, $0 $0 $21,475 PER DIEM & LODGING PER DIEM, FORMEAN - 4 DAYS x # WEEKS 70.0 DAYS 1 LS $45.00 $3,150 $0 0.0 $0 $0 $3,150 PER DIEM, 6 KEY MEN - 6 MEN 4 DAYS x # WEEKS DAYS 1 LS $35.00 $14,700 $0 0.0 $0 $0 $14,700 LODGING, SHARED RENTAL # MOS. 1 LS $3,100 $12,400 $0 0.0 $0 $0 $12,400 LODGING, SHARED RENTAL # MOS. 1 LS $3,100 $12,400 $0 0.0 $0 $0 $12,400 FUEL ALLOWANCE - SHARED VEHICLE - 3 EA DAYS 1 LS $35.00 $3,675 $0 0.0 $0 $0 $3,675 EQUIPMENT RENTAL EQUIPMENT RENTAL - REACH FORKLIFT 8,000 # 7.0 MOS. $ $3,500 $0 0.0 $2,500 $17,500 $0 $21,000 EQUIPMENT RENTAL - TRACTOR 1.5 MOS. $ $750 $0 0.0 $2,250 $3,375 $0 $4,125 EQUIPMENT RENTAL - WATER TRUCK / DUST CONTROL / MOIST. COND 3.0 MOS. $ $1,500 $0 0.0 $2,250 $6,750 $0 $8,250 EQUIPMENT RENTAL - STREET SWEEPER EXCLUDE EQUIPMENT RENTAL - TELESCOPING MAN LIFT # MOS. $ $1,000 $0 0.0 $2,250 $4,500 $0 $5,500 EQUIPMENT RENTAL - TELESCOPING MAN LIFT # MOS. $ $1,000 $0 0.0 $2,250 $4,500 $0 $5,500 EQUIPMENT RENTAL - GEORGIA BUGGY # MOS. $ $1,200 $0 0.0 $800 $3,200 $0 $4,400 EQUIPMENT RENTAL - GEORGIA BUGGY # MOS. $ $600 $0 0.0 $800 $1,600 $0 $2,200 EQUIPMENT RENTAL - AIR COMPRESSOR & FITTINGS 4.0 MOS. $ $1,200 $0 0.0 $600 $2,400 $0 $3,600 RENTAL EQUIPMENT - VIBRATORY PLATE ROLLER 1.0 MOS. $ $500 $0 0.0 $2,250 $2,250 $0 $2,750 RENTAL EQUIPMENT - WACKERS, JUMPING JACKS 1.0 MOS. $ $300 $0 0.0 $1,200 $1,200 $0 $1,500 RENTAL EQUIPMENT - NIGHT LITES - 5 $1,2OO / MO 1.0 MOS. $1, $1,500 $0 0.0 $6,000 $6,000 $0 $7,500 RENTAL EQUIPMENT - TRENCH PLATES - 4 EA 2.0 MOS. $0 $0 0.0 $1,000 $2,000 $0 $2,000 RENTAL EQUIPMENT - TRENCH PLATE PICK UP & DELIVER 1.0 LS $0 $0 0.0 $450 $450 $0 $450 RENTAL EQUIPMENT - EQUIPMENT PICK UP & DELIVERY 1.0 LS $0 $0 0.0 $1,000 $1,000 $0 $1,000 RENTAL EQUIPMENT - DIAPERS & TIRE BOOTS 6.0 EA $0 $0 0.0 $850 $5,100 $0 $5,100 EQUIPMENT & TOOL PURCHASES 17,771.1 MH $0 $0 0.0 $2.00 $35,542 $0 $35,542 TOTAL MAN DAYS - THIS PHASE 226 MD TOTAL # OF CONCRETE POURS - THIS PHASE EA BUY CONCRETE - ADDITIVES - NOT APPLICABLE 0 CY $6.00 $0 $0 0.0 $0 $0 $0 BUY CONCRETE - NOT APPLICABLE 0 CY $ $0 $0 0.0 $0 $0 $0 (INCLUDING 10% WASTE) ========= ========= ======= ========= ========= ========= SUB TOTAL $70,685 $138, $115,426 $7,020 $331, GENERAL CONDITIONS - JOBSITE OVERHEAD 4 MOS. $17, $34, $28, $1, $82, Page 9
10 ======== ======== ======= ======== ======== ======== STANDARD BUILDING ITEMS SUB TOTAL $1,760,364 $1,391, $146,203 $826,070 $4,123,675 STD BLDG ITEMS - PER UNIT QTY 221,832 $8 $6 $1 $4 $19 PERCENTAGE OF TOTAL COST 42.69% 33.73% 3.55% 20.03% TOTAL CUBIC YARDS 9,559 TOTAL SQUARE FEET 221,832 CHECK SUM = $4,123,675 Page 10
Annual Services Construction Contract (ASCC) #15 Project Number: PUCN
Annual Services Construction Contract (ASCC) #15 Project Number: PUCN-16-0023 Engineer's Estimate Inlet Construction, Inc. Peters & White Construction Inc. Worley Turf & Irrigation Inc. East West Construction
ENGINEER'S ESTIMATE OF PROBABLE COST CCTA I 680 NORTH EXPRESS LANE PROJECT (SOUTHBOUND ONLY) EA 04 4H % PS&E Submittal
Page: 1 of 8 (F) Description 1 050000A CONTRACTOR STAKING LS 1 $ $ 2 070030 LEAD COMPLIANCE PLAN LS 1 $ $ 3 080000A POTHOLING LS 1 $ 50,000.00 $ 50,000.00 4 080050 PROGRESS SCHEDULE (CRITICAL PATH METHOD)
EXHIBIT 'A' SCOPE OF WORK
FEB. 09, 2012 1 OF 28 FEB. 09, 2012 2 OF 28 FEB. 09, 2012 3 OF 28 FEB. 09, 2012 4 OF 28 FEB. 09, 2012 5 OF 28 FEB. 09, 2012 6 OF 28 FEB. 09, 2012 7 OF 28 FEB. 09, 2012 8 OF 28 FEB. 09, 2012 9 OF 28 FEB.
Cost of Construction Labor and Equipment
Cost of Construction Labor and Equipment Steps of Detailed Cost Estimate Review the bidding documents. Check for general conditions, specifications and drawings. If any discrepancies exist, record them
OKLAHOMA TURNPIKE AUTHORITY
PART A - BASE BID PART A - BASE BID 106 QUALITY CONTROL & ACCEPTANCE LSUM 1.00 $ 40,000.00 $40,000.00 $ 61,320.82 $ 61,320.82 $ 45,000.00 $ 45,000.00 201(A) CLEARING & GRUBBING LSUM 1.00 $ 150,000.00 $150,000.00
PART A ROADWAY - BASE BID
May 10, 2016 HEB-MC-61 PART A ROADWAY - BASE BID 202(A) - UNCLASSIFIED EXCAVATION - CY 34,946.00 $ 6.00 209,676.00 $ 7.98 $ 278,869.08 205(A) - TYPE A-SALVAGED TOPSOIL - LSUM 1.00 $ 22,500.00 $ 22,500.00
TECHNICAL ASSIGNMENT TWO
[] October 12 th, 2012 PENN STATE SENIOR THESIS REPLACEMENT HIGH SCHOOL MARYLAND B r a d y S h e e r i n C o n s t u c t i o n M a n a g e m e n t Page 0 BRADY SHEERIN CONSTRUCTION MANAGEMENT ADVISOR:
OKLAHOMA TURNPIKE AUTHORITY
PART A - BASE BID 106 QUALITY CONTROL & ACCEPTANCE LSUM 1.00 $ 250,000.00 $250,000.00 $ 240,978.56 $ 240,978.56 260,000.00 $ 260,000.00 201(A) CLEARING & GRUBBING LSUM 1.00 $ 30,000.00 $30,000.00 $ 17,188.20
POWER CONSTRUCTION COMPANY CCIP PROGRAM SAFETY REQUIREMENTS
POWER CONSTRUCTION COMPANY CCIP PROGRAM SAFETY REQUIREMENTS The following requirements apply to all subcontractors including tier subcontractors, vendors, deliveries, visitors and the like (herein known
Power Construction Company CCIP Program Safety Requirements
Introduction The following safety requirements (herein known as safety requirements) apply to all subcontractors including tier subcontractors, employees, consultants, vendors, deliveries, visitors and
CITY OF ELKO BID TABULATION * RE-BID* FOR Sports Complex April 4, 2018
CITY OF ELKO BID TABULATION * RE-BID* FOR Sports Complex 2017-2018 April 4, 2018 Great Basin Engineering CLEARING EARTHWORK 1 337.01200 Mobilization @ Per Lump Sum 1 LS $445,350.00 $ 445,350.00 $481,768.00
Town of Middleton Salt Storage Building Pioneer Road Pioneer Lands Town of Middleton Dane County, WI 53562
Town of Middleton Salt Storage Building Pioneer Road Pioneer Lands Town of Middleton Dane County, WI 53562 1 T100 PROJECT LOCATION MAP Scale: NTS N Revisions: No. Date: Description: Scale As Indicated
Engineer's Preliminary Estimate - 100% Submittal
EA 284700 1 070010 PROGRESS SCHEDULE (CRITICAL PATH) LS 1 $ 15,000 $ 15,000 2 071325 TEMPORARY FENCE (TYPE ESA) M 1250 $ 10 $ 12,500 3 074019 PREPARE STORM WATER POLLUTION PREVENTION PLAN LS 1 $ 7,000
BID TABULATION BID REQUEST NO
BID TABULATION BID REQUEST NO. 13-1046 1 LOWEST RESPONSIVE BIDDER Dakota Contracting Bidder: Corporation D & G Concrete Bidder: Construction, Inc. Carl V. Carlson Bidder: Company Address: 431 NORTH PHILLIPS
OKLAHOMA TURNPIKE AUTHORITY
PART A - BASE BID 106 QUALITY CONTROL & ACCEPTANCE LSUM 1.00 $ 70,000.00 $70,000.00 $ 15,735.00 $ 15,735.00 $ 60,000.00 $ 60,000.00 $ 25,000.00 $ 25,000.00 $ 20,000.00 $ 20,000.00 201(A) CLEARING & GRUBBING
!LEE COUNTY SOLJT II W EST PLO I< ID A Lee County Procurement Management BID TABULATION FORM
RENTAL EQUIPMENT HERC RENTALS SUNBELT RENTALS INC SYNERGY RENTS TREKKER TRACTOR Rubber Tire Skid Steer 25HP $ $ $ $ $ $ $ $ $ $ $ $ $ 162.00 $ 408.00 $ 1,080.00 $ 245.00 $ 584.00 $ 1,275.00 $ $ $ $ $ $
Typed Resource Definitions
Typed Resource Definitions Public Works Resources FEMA 508-7 May 2005 Background Resource Typing Web Site The National Mutual Aid and Resource Management Initiative supports the National Incident Management
TOTAL QUANTITY UNIT COST UNIT
BASE BID DIVISION 1 - GENERAL 1 1070-206-A-0 TRAFFIC CONTROL LS 1 $ 10,000 $ 10,000 $3,000.00 $3,000.00 $5,600.00 $5,600.00 2 2010-108-B-0 CLEARING AND GRUBBING AC 5 $ 9,000 $ 45,000 $7,192.50 $35,962.50
RANCHERO ROAD AND BNSF GRADE SEPARATION PROJECT, C.O. NO Item Description Est. Qty. Units Unit Price
2. BID SCHEDULE RANCHERO ROAD AND BNSF GRADE SEPARATION PROJECT, C.O. NO. 7046 To the Honorable Mayor and City Council of the City of Hesperia: Schedule of prices to construct the Ranchero Road and BNSF
CITY OF CHINO ENGINEERING COST ESTIMATE. Quantity Unit Item Unit Total Cost Price Per Item. LS Traffic Control (5% of construction cost) 5% $
RESOLUTION NO 2015078 STREETS LS Traffic Control (5% of construction cost) 5% $ LS Clear & Grub Site (5% of construction cost) 5% $ EA Tree Removal $ 800.00 $ CY Concrete Removal $ 300.00 $ CY AC Pavement
AVERAGE OF BID ITEMS ENGINEERS ESTIMATE
ROADWAY 1 Mobilization 1 LS $ 990,048.50 $ 80,000.00 $ 880,000.00 $ 880,000.00 $ 950,000.00 $ 950,000.00 $ 967,510.00 $ 967,510.00 $ 1,162,684.00 $ 1,162,684.00 2 Maintenance of Traffic ( incl. Pedestrian
AECOM Redoubt Road - Mill Road Corridor Project Appendix B Cost Estimate Revision B 20-Jul-2014 Prepared for Auckland Transport Co No.: N/A Item Description Unit QTY Rates $ Alternative Alignment - Option
CONTRACT TIME DETERMINATION
CONTRACT TIME DETERMINATION MISSOURI DEPARTMENT OF TRANSPORTATION March 15, 2004 DEFINITIONS Calendar Day: Any day shown on the calendar beginning and ending at midnight. Working Day: A calendar day during
Crushed Surfacing Base Course, per ton. Pages 8-8, Special Provisions Section , Materials. This Section is supplemented with the following:
Crushed Surfacing Base Course, per ton. The unit contract price per ton for Crushed Surfacing Top Course and Crushed Surfacing Base Course shall include the cost for all labor, materials, equipment and
BASE BID and ALTERNATES WORK ITEM PROPOSAL 2017 Parking Structure #2 Renovations WSU #
VENDOR NAME GENERAL CONTRACT - PROPOSAL FORM (revised 4-2017) Please Note Vendors must Pre-qualify themselves when responding to this bid opportunity. Our Prequalification questions can be found on page
2012 WATER & SEWER CONSTRUCTION CONTRACT, PACKAGE IV SAWS WATER JOB. NO /SAWS SEWER JOB NO SOLICITATION #B DD BID PROPOSAL
BID PROPOSAL PROPOSAL OF, a Corporation organized and existing under the laws of the State of, a Partnership consisting of, an Individual doing business as. Enclosed with this bid are (1) Bid Bond, and
BID TAB PROJECT: REPLACEMENT OF ALBON ROAD BRIDGE NO. 606, PID NO BID OPEN: MAY 9, 2012 COMPLETION DATE: NOVEMBER 16, 2012
Page 1 BID TAB PROJECT: REPLACEMENT OF ALBON ROAD BRIDGE NO. 606, PID NO. 87786 BID OPEN: MAY 9, 2012 COMPLETION DATE: NOVEMBER 16, 2012 ROADWAY 1 201 CLEARING AND GRUBBING 1 LUMP $4,500.00 $4,500.00 $10,016.00
TOWN OF FARMINGTON, CT REQUEST FOR PROPOSALS FOR CONSTRUCTION EQUIPMENT RENTALS AND ON CALL CONSTRUCTION SERVICES
TOWN OF FARMINGTON, CT REQUEST FOR PROPOSALS FOR CONSTRUCTION EQUIPMENT RENTALS AND ON CALL CONSTRUCTION SERVICES The Town of Farmington is seeking proposals for the purpose of establishing a list of vendors
Subject: Addendum No. 1 Project #C CCE Parking Lot Replacement Phase 2 Robert Bishop Drive 4380 Richmond Road, Highland Hills, Ohio 44122
Addendum No. 1 Page One To: From: All Plan Holders of Record CT Consultants, Inc. Gene E. Arters, P.E. on behalf of Cuyahoga Community College Subject: Addendum No. 1 Project #C20166009 CCE Parking Lot
Department of Public Works Engineering
Department of Public Works Engineering DATE: January 27, 2016 TO: Honorable Chairman and Public Utility Authority Members FROM: Cynthia M. Herrera, MMC, Interim Executive Director/ City Clerk BY: Nathan
Example of Conceptual Estimate Example of Conceptual Estimate BUDGET: 2,025,600
BASE BID: $ 2,782, $ DIVISION 1 GENERAL REQUIREMENTS 111 Project Manager MHr $ 58.8 $ $ 113 Project Engineer MHr $ 42. $ $ 114 Office Assistant MHr $ 29.4 $ $ 122 Gen. Superintendent MHr $ 5.4 $ $ 125
2012 WATER & SEWER ALLEY CONSTRUCTION CONTRACT, PACKAGE I SAWS WATER JOB. NO /SAWS SEWER JOB NO SOLICITATION #B DD
BID PROPOSAL PROPOSAL OF, a Corporation organized and existing under the laws of the State of, a Partnership consisting of, an Individual doing business as. Enclosed with this bid are (1) Bid Bond, and
19th & Barker Roundabout / Waterline Improvement Project No. 56-CP12-901(C) Cost Breakdown
19th & Barker Roundabout / Waterline Improvement Project No. 56CP12901(C) Cost Breakdown Engineering Fees: Original Contract $ 71,861.00 Additional Services $ 8,744.00 Waterline Contract $ 17,500.00 TOTAL
RFP # for Addition to Parks Recreation 190 Facility
City Of Hammond Purchasing Department RFP # 16-22 for Addition to Parks Recreation Building @ 190 Facility Proposals shall be faxed/emailed/hand delivered to the City Of Hammond, Purchasing Department
AVGPR14.Y01 2/11/2014 DOES NOT INCLUDE STATE AID PROJECTS ALL ITEMS BETWEEN 12/01/13 AND 12/31/13 BY ITEM GROUP
AVERAGE BID PRICES FOR AWARDED PROJECTS 14:48 Tuesday, February 11, 2014 1 2011 2011.601/00003 CONSTRUCTION SURVEYING LS 1 $19 $18,500.00 1 2013 2013.602/00022 ROAD/WEATHER SENSOR AND CABLE EACH 3 $32
McPherson Contractors, Inc.
McPherson Contractors, Inc. Construction Manager Manual Bishop Professional Development Center Bid Package #3 *****FROM***** McPherson Contractors, Inc. 3501 SW Fairlawn Rd., Suite 100 Topeka, Kansas 66614
Bid No.: PO Box Cone Rd Asphalt Ave th Ave. E. Dunedin, FL Tampa, FL Tampa, FL Palmetto, FL 34221
Bid : 7379 GENERAL 1 2 3 4 @ unit $ total $ @ unit $ total $ @ unit $ total $ @ unit $ total $ G-1.1 Mobilization 1 LS $ 450,000.00 $ 450,000.00 $ 720,000.00 $ 720,000.00 $ 750,000.00 $ 750,000.00 $ 530,000.00
NOTICE OF AWARD OF CONTRACT S.R. 408/S.R.417 INTERCHANGE IMPROVEMENTS PHASE 1. Project No. 253F Contract No
NOTICE OF AWARD OF CONTRACT S.R. 408/S.R.417 INTERCHANGE IMPROVEMENTS PHASE 1 Project No. 253F Contract No. 001118 October 8, 2015 Bids for this project were received and opened on September 16, 2015,
SPECIAL SPECIFICATION. Atmos Energy - Natural Gas Distribution System
2004 Specifications CSJ 2374-02-110, etc. SPECIAL SPECIFICATION 5191 Atmos Energy - Natural Gas Distribution System 1. Description. This Item will govern the installation of approximately two thousand
LETTING : CALL : 056 COUNTIES : MILLE LACS
S T A T E O F M I N N E S O T A PAGE : -1 NUMBER OF DAYS: 0 BRIDGE COUNT : 3 CONTRACT DESCRIPTION : GRADING, BIT PAVING & SURFACING, ROUNDABOUT, AND BRIDGES. CONTRACT LOCATION: LOCATED ON T.H. 95 AT THE
NEW CASTLE COUNTY Purchasing Division New Castle County Government Center 87 Read s Way New Castle, DE (302)
Sealed proposals for:, will be received until 2:00 p.m. Wednesday, March 30, 2016 in the, New Castle County Government Center,, (Telephone: 302-395-5250). Minority and Women-owned Business Enterprises
CITY OF JENKS COMMERCIAL BUILDING PERMIT P.O. Box N. Elm Jenks, OK 74037(918)
CITY OF JENKS COMMERCIAL BUILDING PERMIT P.O. Box 2007 211 N. Elm Jenks, OK 74037(918) 299-5883 CERTIFICATE OF OCCUPANCY: DATE RECEIVED: BUILDING ADDRESS: LOT: BLOCK: ADDITION: SECTION: TOWNSHIP: RANGE:
CITY OF TAMPA ADDENDUM 2. April 18, 2018
CITY OF TAMPA Bob Buckhorn, Mayor CONTRACT ADMINISTRATION DEPARTMENT Michael W. Chucran, Director ADDENDUM 2 April 18, 2018 Contract 17-C-00021; Citywide Water Meter Bidders on the above referenced project
#161. Connecting Garage Door Jambs to Building Framing. Introduction
Connecting Garage Door Jambs to Building Framing Introduction The members of DASMA are equally as concerned about connecting garage doors to building framing as they are about the design of garage doors
Connecting Garage Door Jambs to Building Framing
Connecting Garage Door Jambs to Building Framing Introduction The members of DASMA recognize that connecting garage doors to building framing is as important as the design of garage doors themselves. The
LIST OF APPROVED COMPONENTS AND SYSTEMS Issue Date: April 9, 2018
LIST O PPROVE COMPONENTS N SYSTEMS Issue ate: pril 9, 2018 Title 10 Texas dministrative Code Chapter 80 (10 TC 80), Section 80.26(j) states, ll department letters issued prior to the effective date of
ATTACHMENT "A" PRICING FOR POINTS OF DISTRIBUTION (PODS)
PRICING FOR POINTS OF DISTRIBUTION (PODS) TYPE I POD (8) Hours per day @ (5) Days Each Per Hour Each Per Day Each Per Day RESOURCE TYPE REQUIRED DAY NIGHT DAILY LABOR RATE WEEKLY LABOR RATE OVERTIME RATE
Asphalt Repair Inc CR 747, Webster, FL License # C (727)
Asphalt Repair Inc. 7737 CR 747, Webster, FL 33597 License # C-10745 (727) 243-9238 Email:asphaltrepairinc@gmail.com Thank you for your interest in our company. We are a third-generation family asphalt
Town of Georgetown Request for Quotations Residential Waste Collection
Town of Georgetown Request for Quotations Residential Waste Collection May 19, 2016 INVITATION TO BID Sealed bids for Residential Waste Collection for the Town of Georgetown, Delaware will be received
OPTION A: 2 BITUMINOUS PAVING WITH SHOULDERS OPTION B: SCRATCH COURSE BITUMINOUS PAVING WITHOUT SHOULDERS
SHIAWASSEE COUNTY ROAD COMMISSION PROPOSAL FOR 2018 BITUMINOUS PAVING PROGRAM JUDDVILLE ROAD FROM CLINTON COUNTY LINE (MERIDIAN ROAD) TO GENESSEE COUNTY LINE (M-13) IN SHIAWASSEE COUNTY + / - 22.34 MILES
BIDDER'S PROPOSAL TO THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
Bidders submitting proposals shall be very careful to follow all requirements in connection therewith. A checklist has been attached for guidance in complying with all phases of the bid process and project.
Description Please provide fully burdened rates for decriptions personnel and equipme
SOW Title Date of Submital Name of Offerer REPAIR AND RESTORATION OF ELECTRIC POWER GRID IN PUERTO RICO 14Oct17 Fluor Attachment # 2 Sheet 1 of 2 (please see sheet 2A) Task 1 Personnel Descriptions Description
Munilla Construction HOOD RD., E. OF FLORIDA'S TURNPIKE TO W. OF CENTRAL BLVD. AND HOOD RD. & CENTRAL
JW Cheatham, ROADWAY 1 MOBILIZATION 1.0 LS $ 1,350,116.25 $ 906,000.00 $ 1,233,000.00 $ 1,233,000.00 $ 1,159,208.36 $ 1,159,208.36 $ 1,451,835.00 $ 1,451,835.00 $ 1,556,421.65 $ 1,556,421.65 2 MAINTENANCE
Instructions to Bidders REF: I 805 North HOV / BRT DB Contract 11-2T2004
Instructions to Bidders REF: I 805 North HOV / BRT DB Contract 11-2T2004 Design Documents Work Package Cast In Drilled Hole (CIDH) Pile installation Description Cast In Drilled Hole (CIDH) 05 Rose Canyon
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 02/09/18 HIGHWAY: FM 1988 COUNTY: 04/07/2015 ESTIMATE PAID: AWARD DATE: 04/30/2015 ESTIMATE PERIOD:
0.00 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 02/09/18 217 10.00 CONTRACT ID: 187601030 PROJECT: BR 1502(017) CONTRACT: 04153032 AWARD : 3,278,223.27 PROJECTED : 3,289,223.27 ADJ. PROJECTED : 3,289,223.27
EST. UNIT UNIT PRICE TOTALS UNIT PRICE TOTALS UNIT PRICE TOTALS UNIT PRICE TOTALS
BID TAB PROJECT: City of Steamboat Springs / Emerald Park Access & Railroad Crossing Phase I (2017) JOB NO: 1340-067 DATE: 6/15/2017 Oldcastle SW Group, Inc. dba Engineer's Estimate United Companies Native
The following documentation is an electronicallysubmitted vendor response to an advertised solicitation from the West Virginia Purchasing Bulletin
The following documentation is an electronicallysubmitted vendor response to an advertised solicitation from the West Virginia Purchasing Bulletin within the Vendor Self Service portal at wvoasis.gov.
REQUEST FOR DECISION (RFD)
REQUEST FOR DECISION (RFD) SUBJECT: RFD 2015 Operating and Capital Budget RECOMMENDATION: That the Operating and Capital Budgets for the year ending Dec. 31, 2015 be approved as presented. CAO COMMENTS:
69889/AV/lm. Recipients of C-TRAN ITB # Fourth Plain BRT Maintenance Facility Expansion. DATE: June 25, SUBJECT: Addendum #11
69889/AV/lm TO: Recipients of C-TRAN ITB #2015-04 Fourth Plain BRT Maintenance Facility Expansion DATE: June 25, 2015 SUBJECT: Addendum #11 C-TRAN has revised the following sections of the Invitation to
2018 Road Improvements Engineer's Project Number: LK 01 Bid Deadline: May 1, 2018 at 2:00 p.m. local time
TABULATION PAGE 1 OF 6 PRE- ESTIMATE Pitlik and Wick, Inc. CONTRACT A - BASE Highway X (Friedle Road to Dam Road) A1.1 Single Layer Chip Seal 75,100 sq. yds. $ 2.50 $ 187,750.00 $ 1.60 $ 120,160.00 $ 1.19
LETTER OF INTENT FOR: HERITAGE HILLS COMMUNITY
LETTER OF INTENT FOR: HERITAGE HILLS COMMUNITY January 5, 205 2 Partially Completed Single Family Lots (65' x 5' typical) 46 Completed Townhome Pads (22' x 50' typical) Sale. This letter of intent outlines
REPLACEMENT OF MERCER COUNTY BRIDGE
ADDENDUM NO. ONE Notice is hereby given that on April 26, 2019 at 11:00 AM (Prevailing time), sealed proposals will be opened and read in public by the Purchasing Department in the Mercer County McDade
EXHIBIT #1 DESCRIPTION OF OPERATIONS
EXHIBIT #1 XYZ COMPANY INC ENTITY/OWNERSHIP Corporation. DESCRIPTION OF OPERATIONS BUSINESS PERCENTAGES 20% - fabrication of structural I-beams 40% - fabrication and installation of handrails 40% - fabricating
1t1 ~}~!- J. $u~1~ Kevin Walsh, President. Harlan Burchardi Kevin Walsh Michael Burchardi Jeff Clay. None Brad Joos. AYES, in favor thereof, Trustees:
WE, THE UNDERSIGNED, being the duly qualified and acting President and Secretary respectively, of the Board of Trustees of the Santa Ynez River Water Conservation District, Improvement District No. 1,
06-X Emergency Services Term Contract Attachment #10 - Price Schedule - Index
06-X-37945 Emergency Services Term Contract - Price Schedule - Index Page Personnel - Daily Mobilization/Demobilization 1 Personnel - Hourly Rates - Monday-Friday 2 Personnel - Hourly Rates - Saturday
ADDENDUM #1 March 12, 2019 BID FORM. Moore, Oklahoma DATE: PROJECT:
ADDENDU #1 arch 12, 2019 BID FOR PLACE DATE: PROJECT: oore, Oklahoma 34 th Street, Telephone Rd to Santa Fe Ave Roadway Widening Proposal of (hereinafter called BIDDER ), doing business as a Corporation
NOTICE TO BIDDERS February 2015
NOTICE TO BIDDERS February 2015 Sealed bids will be received by the County of Pettis at the County Commission Chambers on the second floor in the Pettis County Courthouse until 11:00am on Thursday, February
SAFETY POLICY. Office Address 5195 W. 58 th Ave. Unit F Arvada, CO
SAFETY POLICY Office Address 5195 W. 58 th Ave. Unit F Arvada, CO 80002 303-223-5716 info@valiantcc.com www.valiantcc.com I. Objective Safety Policy Table of Contents II. Policy III. Applicability IV.
SYLLABUS FOR BAR BENDING & STEEL FIXING TRADE
SYLLABUS FOR BAR BENDING & STEEL FIXING TRADE Duration at Skills Training Institute (Spread in three months) : 600 Hrs 1. Introduction to ITI : 3 Hrs 2. Introduction to the Trade : 3 Hrs 3. Introduction
A DESIGN-BUILD PROJECT
Price Proposal A DESIGN-BUILD PROJECT Fall Hill Avenue Widening and Mary Washington Boulevard Extension From: 0.12 Miles West of Gordon W. Shelton Boulevard To: Route 1 at Mary Washington Boulevard Fredericksburg,
2015 Financial Assurance 8/6/2015 Estimate Form (with pre-plat construction)
2015 Financial Assurance 8/6/2015 Estimate Form (with pre-plat construction) Project Information The Glen at Widefield Filing No. 9 PDD File: SF-185 9/25/2018 Project Name Section 1 - Grading and Erosion
STRAIGHT STRIPE PAINTING, INC. 22b Remove Pavement Markings with Sand Blasting Per Hour 1 $ $ $ $
PAVEMENT MARKING STRAIGHT STRIPE PAINTING, AMERICAN PAVEMENT MARKING, LLC ITEM UNIT TOTAL UNIT TOTAL NUMBER DESCRIPTION UNIT QUANTITY COST AMOUNT COST AMOUNT 1 Mobilization L.S. 3 $ 400.00 $ 1,200.00 $
SitePro Supplemental Questionnaire
900 Route 9 North, Suite 503, Woodbridge, Website: www.nipgroup.com NJ 07095 Toll-free Phone: (800) 446-7647 SitePro Supplemental Questionnaire GENERAL INFORMATION Applicant Name: Mailing Address: Location
2011 PUBLIC PARKING LOT & ALLEY IMPROVEMENTS Village of Whitefish Bay Project No March 17, 2011 ITEM DESCRIPTION UNIT QTY.
ALLEY: 5600 BLOCK OF N. LAKE DRIVE 1 Remove concrete pavement 800 SY $ 11.07 $ 8,856.00 $ 5.31 $ 4,248.00 $ 12.70 $ 10,160.00 $ 6.20 $ 4,960.00 $ 9.27 $ 7,416.00 $ 16.75 $ 13,400.00 2 6" Aggregate Dense
Mrs. Casey Davis Houston Community Management Services El Comino Real Houston, Texas 77058
Mrs. Casey Davis Houston Community Management Services 7049 El Comino Real Houston, Texas 77058 Reference: Detailed Reserve Study Kipcon Dear Mrs. Davis: Attached please find Kipcon s Detailed Reserve
Sandalfoot Blvd. & SR 7 and SW 3rd St. & SR 7 Bridge Replacements WEEKLEY ASPHALT PAVING, INC. KIEWIT INFRASTRUCTURE CO. RUSSELL ENGINEERING
ROADWAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 BRIDGE 37 38 39 40 41 42 43 REGULAR PAY Mobilization 1 LS $ 424,200.00 $ 238,930.61 $ 445,000.00
Section 109. MEASUREMENT AND PAYMENT
109.01 Section 109. MEASUREMENT AND PAYMENT 109.01. Measurement of Quantities. The Engineer will measure quantities of work completed under the contract according to United States standard measures, unless
FALCON FIELD RELOCATE PARALLEL TAXIWAY 'E' (B II SM.) ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
FALCON FIELD RELOCATE PARALLEL TAXIWAY 'E' (B II SM.) 1 Contractor Quality Control 1 LS $50,000.00 $50,000.00 2 Mobilization 1 LS $100,000.00 $100,000.00 3 Location of Underground Utilities 1 LS $25,000.00
CITY ENGINEER'S ESTIMATE ITEM DESCRIPTION UNIT QTY. UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL REMOVALS
1 2 3 4 5 6 MOBILIZATION per the General Requirements, Sections 01292 and 01721 ALLOWANCE for Differing Site Condition per the General Requirements, Sections 01212 and 01253 ALLOWANCE for Participating
Alan's Factory Outlet Carport Prices in Colorado, New Mexico, Nebraska & Nevada NOTE: FRAME WORK LENGTH 20, 25, 30, 35, 40, 45, 50.
Alan's Factory Outlet Carport Prices in Colorado, New Mexico, Nebraska & Nevada $595 STANDARD 14 GAUGE, 5 HEIGHT STANDARD FEATURES: PRICES ARE FOR TOP WITH OPEN SIDES ONLY. 12 GAUGE 14 GAUGE 12W x 21L
Job No Medina River Sewer Outfall, Segment 4 Solicitation No. B DD BID PROPOSAL
Date: BID PROPOSAL PROPOSAL OF A corporation A partnership consisting of An individual doing business as THE SAN ANTONIO WATER SYSTEM Pursuant to Instructions and Invitations to Bidders, the undersigned
ADDENDUM 1. Bid# , Bosque Bonito Units 1 and 2 Sewer System Improvement Project
County of El Paso Purchasing Department 500 East San Antonio, Room 500 El Paso, Texas 79901 (915) 546-2048 / Fax: (915) 546-8180 ADDENDUM 1 To: From: All Interested Proposers Claudia Sepulveda, Bid Clerk/Buyer
BID TABULATION REPORT ABRAM STREET (SH CITY LIMITS) PROJECT No. PWST09016 BID OPENED : April 22, 2014 at 1:30 p.m.
PAVING IMPROVEMENTS 101 Mobilization and Bonds, LS 1 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 $ 225,000.00 102 Right-of-way Preparation LS 1 $ 365,500.00
Provide a lump sum cost for Pre-Construction Services as described in the RFP Scope of Work and the associated AIA agreement documents:
Proposal Pricing Form for Construction Management (CM) Services for the Waterbury Municipal Complex Waterbury, Vermont. To William A. Shepeluk, Town Manager The Town of Waterbury, Vermont 51 South Main
Safety Program 1. Is there a formal written Safety Program in effect? 2. Are Regular safety meetings conducted? How Often? 3. Is there a Safety Commit
A Unit of Breckenridge Insurance Group 4000 S. Eastern Avenue, Suite 320 Las Vegas, NV 89119 CONTRACTORS ELITE QUESTIONNAIRE 1. PLEASE CAREFULLY READ THE STATEMENTS AT THE END OF THIS APPLICATION. 2. Answer
Solicitation/Proposal/Award (Construction) PROPOSAL
SOLICITATION: PL-K-REC-09-001-17-011, Amendment #03. Solicitation/Proposal/Award (Construction) PROPOSAL Offerors shall enter in the space below a Total Lump Sum Cost Proposal. A. Total Lump Sum Cost Proposal:
PROPOSAL AND SPECIFICATIONS FOR HIGHWAY CONSTRUCTION COUNTY LOCAL ROAD SYSTEM
NAME OF CONTRACTOR PROPOSAL AND SPECIFICATIONS FOR HIGHWAY CONSTRUCTION COUNTY LOCAL ROAD SYSTEM PROJECT NO. LH 4710 Removal of existing twin 48 CMP culverts, construction of new 16 x5 concrete box culvert,
CARPINTERIA VALLEY WATER DISTRICT RANCHO MONTE ALEGRE (RMA) PHASE 4C LANDSLIDE MITIGATION PROJECT. Bid Addendum 1
CARPINTERIA VALLEY WATER DISTRICT RANCHO MONTE ALEGRE (RMA) PHASE 4C LANDSLIDE MITIGATION PROJECT Bid Addendum 1 This addendum is hereby made a part of the Contract Documents to the same extent as though
Fuel Adjustment Allowance USD 50,000 $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $ 50, $ 1.00 $
SOLICITATION NO. 147850: VALENCIA ROAD: WADE ROAD TO MARK ROAD Achen Gardner Granite Hunter Borderland KE&G ITEM NO. ITEM DESCRIPTION UNIT QTY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT
RFB Addendum 3
Yes GENERAL CONDITIONS 1.00 MOBLIZATION AND DEMOBILIZATION 1 LS $ 293,750.00 $ 293,750.00 1.01 STORMWATER POLLUTION PREVENTION PLAN (INCLUDES EROSION CONTROL AND SEDIMENT IMPLEMATION PLAN) 1.02 STORMWATER
October 2, 2018 BOARD OF COUNTY COMMISSIONERS ORANGE COUNTY, FLORIDA INVITATION FOR BIDS Y AH; ADDENDUM NO. 3 FENCE INSTALLATION AND REPAIR
October 2, 2018 BOARD OF COUNTY COMMISSIONERS ORANGE COUNTY, FLORIDA INVITATION FOR BIDS Y18-1107-AH; ADDENDUM NO. 3 FENCE INSTALLATION AND REPAIR This Addendum is hereby incorporated into the bid documents
Image Key Part Number Description Substitution Qty.
Model Number: BOM/Serial #: Graphic Title: SUPPLEMENTAL INFORMATION Image Key Part Number Description Substitution Qty. 1 1 67005076 SHEET, TECH DATA 1 1 2 R0131235 ICE MAKER HOOK UP KIT 1 1 3 67002591
VIRGINIA RECREATIONAL FISHING DEVELOPMENT FUND SUMMARY PROJECT APPLICATION*
VIRGINIA RECREATIONAL FISHING DEVELOPMENT FUND SUMMARY PROJECT APPLICATION* NAME AND ADDRESS OF APPLICANT: City of Norfolk City Hall Building 810 Union Street Norfolk, VA 23510 PRIORITY AREA OF CONCERN:
DESIGN BUILD PARKING LOT AND MODULAR FACILITY FOR LYNX PARATRANSIT OPERATIONS (LOC EXPANSION) RFP 18-R01 ADDENDUM NUMBER ONE (1) August 3, 2018
Clarification: DESIGN BUILD PARKING LOT AND MODULAR FACILITY FOR LYNX PARATRANSIT OPERATIONS (LOC EXPANSION) RFP 18-R01 ADDENDUM NUMBER ONE (1) August 3, 2018 Proposers may submit clarifying questions
.z:> By: Dan Tadic, P.E. Acting Public Works Director
REQUEST FOR PROPOSALS SUPPLY OF HEAVY EQUIPMENT & OPERA TORS The City and Borough of Sitka will receive sealed proposals no later than 2:00:00 p.m. local time, Thursday, May 24, 2018 at the office of Public
Building Codes. BOCA / Simon Tenant Construction Manual. Plumbing: National Standard Plumbing Code as modified /Simon Tenant Construction Manual
Building Codes General Contractor shall be responsible for obtaining all necessary approvals and permits, and for compliance with all Federal State and Local codes and ordinances for each occupancy type.
SUPPLEMENTAL QUESTIONNAIRE Artisan Contractors
SUPPLEMENTAL QUESTIONNAIRE Artisan Contractors GENERAL INFORMATION Applicant Name: Mailing Address: Location Address (if different from above): Website Address: Date Business Started Has applicant changed
Essex Rental Corp. ISI Annual Industrial Conference March 3, 2015
Essex Rental Corp. ISI Annual Industrial Conference March 3, 2015 1 This document does not constitute an offer to sell or a solicitation of an offer to buy any securities. It is an outline of matters for
e-tender Providing and fixing Modular Partition & Roller curtain Important Information: BID FORM for Procurement of
Date: 21/06/2014 Reference Number: IITRAM/PUR/2014/289 e-tender BID FORM for Procurement of Providing and fixing Modular Partition & Roller curtain Important Information: Date of issue 21/06/2014 e-tender
APPENDICES APPENDICES
APPENDICES APPENDICES A PPENDIX A. ABBREVIATIONS A A BBREVIATIONS Common abbreviations used at NDOT are listed below: AEB Agreement Estimate Breakout AP Agreed Price B/L Bill of Ladings BMP Best Management